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HomeMy WebLinkAboutSubdivision File Tract 7888 / Bohlman RoadRECEIVED FROM 61) -C 14 P0R: Pl CHECK FEES C CONSTRUCTION 21 -3510 21 -3030 B USINESS 'SENSE TAX 21 3040 PERM 21 3500 PERMITS 21 3501 PERMITS AIRCHANICAL PERMI P MITS �G pprw REFUND rt s r POSIT SLE S SUBDIVISION RHIIEW FEES BUILDING SITE REVIEW FEES VARIAryC.'E APPLICA- 21 -3502 21 -3503 21 -3504 21 -2100 21 -2110 21 -3511 enik 21 -3512 21 -3520 APPLICATION FEES 21 3521 64GINs lNG INSPECTION FEES 21 3530 NO. OR AQORB,4S IOOPFJ PROJECT: g. U 1 I B OFFICIAL RECEIPT AMOUNT: SARATOO GA OBE 00 13777 'FRUITVALE AVENUE SARATOGA, CALIF. 95070 PHONE: (408) 867 -3438 nn DATE a evy tix Aid V? FOR APPEALS 21 3585 OTHER DEVEL- OPMENT FEES DESIGN REVIEW APPLICATION FEES 21 3540 21 3549 EIR REVIEW FEES 21 CENTRAL PLAN/ REZONING FEE 21 3548 AMOUNT: FINAL MAP REVIEW 21 3513 nee SUBDIVISION PARK DEDICATION FEES 55 3550 STORM DRAIN FEE 87 -3551 CALABAZAS IMPROVEMENT FEE 21 3580 CALABAZAS FIRE PROTECTION FEE 21 3581 SPECIFIC PLAN 21 -3 SALE OF MAPS/ PUBLICATIONS. 21 3700 XEROXING 214800- 250-20 ear}GLA 4/ 'LTOTAL: QM DEPT A* MORROW INVESTMENT, LTD. 180 BELWOOD GATEWAY LOS GATOS, CA 95030 V 7 CALIFORNIBUSINESS II DANK ..n. 9550 MARRETSTREL1 SAN,IOSE, CALIEORNIA 95113 L CL2L139258111i078 OOL 81.223419 -1-1. Z f t f 351 379 RECEIVED F M ADDRESS FOR: REFUNDABLE DEPOSITS APPEALS CONSTRUCTION TAX BUSINESS LICENSE TAX BUILDING PERMITS ELECTRIC PERMITS GRADING PERMITS MECHANICAL PERMITS PLUMBING PERMITS ROOFING PERMITS ENGR 8 INSP FEES USE PERMIT FEES DEVELOPMENT FEES 111 OFFICIAL RECEIPT '&j APPLICAYION NO. 7 i r U ADDRESS OF PROJECT D' TE CCIITY off SARATOGA 13777 FRUITVALE AVENUE SARATOGA, CA 95070 PHONE: (408) 867 -3438 19 AMOUNT: FOR. I AMOU 0001 1045 DESIGN REV APPLIC FEES 9000 9510 9000 9545 EIR REVIEW FEES 9000 9510 9000 7540 SUBDIVISION REVIEW FEES 9000 9510 9000 7550 CENTRAL PLANREZON FEE 9000 9510 9000 9510 VARIANCE APPLIC FEES 9000 9510 9000 9510 FINAL MAP REVIEW 9000 9510 9000 9510 SPECIFIC PLAN FEE 9000 9510 9000 9510 PLAN CHECK FEES 9000 9510 9000 9510 BLDG SITE REVIEW FEES 9000 9510 9000 9510 XEROXING XEROXING 9000 9890 9000 95102fint• SALE MAPS 8 PUBL 9000 9890 9000 9510 STORM DRAIN FEES 9170 9530 9000 9510 SUBDIV PARK DED FEES 9310 9550 00 4.1 TOTAL 3 RECEIVED BV <1-z= DEPT Cl�� /�_'_2_ IOPMwN PAULS PRINT Lfl. Cw POELL. 'ALIT. 30J3Gl-CF RECEIVED FROM ADDRESS 1 FOR: REFUNDABLE DEPOSITS APPEALS CONSTRUCTION TAX BUSINESS LICENSE TAX BUILDING PERMITS ELECTRIC PERMITS GRADING PERMITS MECHANICAL PERMITS PLUMBING PERMITS ROOFING PERMITS ENOR INSP FEES USE PERMIT FEES DEVELOPMENT FEES AMOUNT: 0001 10450 9000 9545 9000 7540 9000 7550 9000 9510 9000 9510 9000 9510 9000 9510 9000 9510 9000 9510 9000 9510 9000 9510 9000 9510 OFFICIAL RECEIPT CITY al§ SARATOQA 13777 FRUITVALE AVENUE SARATOGA, CA 95070 PHONE: (408) 867 -3438 APPLICATION NO. OR ADDRESS OF PROJECT. .77.4e/ `7 6 09 RECEIVED BY NORMAN PAULS PF.... CALIF. 200205 CF DATE F" 19_JCL FOR: AMOUNT: DESIGN REV APPLIC FEES 9000 9510 EIR REVIEW FEES 9000 9510 SUBDIVISION REVIEW FEES 9000 9510 CENTRAL PLANAEZON FEE VARIANCE APPLIC FEES FINAL MAP REVIEW SPECIFIC PLAN FEE PLAN CHECK FEES BLDG SITE REVIEW FEES XEROXING SALE MAPS PUBL STORM DRAIN FEES SUBDIV PARK DED FEES 9000 9510 9000 9510 9000 9510 9000 9510 9000 9510 9000 9510 9000 9890 9000 9890 9170 9530 4.4V124 9310 9550 Slabial TAW TOTAL:,$= DEPT. RECEIVED FROM ADDRESS t1 FOR REFUNDABLE DEPOSITS APPEALS CONSTRUCTION TAX BUSINESS LICENSE TAX BUILDING PERMITS ELECTRIC PERMITS GRADING PERMITS MECHANICAL PERMITS PLUMBING PERMITS ROOFING PERMITS ENOR i N8P FEES USE PERMIT FEES DEVELOPMENT FEES APPUCATION NO. OR ADDRESS OF PROJECT 9719 AMOUNT: 0001 1045 90009545 9030754 9000 7550 900095/0 90009510 90009510 9000 9510 900095/0 90009510 90009510 9000 9510 900095/0 bra,rt 74Ff5? nes :.loo RECEIVED BY OFFICIAL RECEIPT CITY ®f SARATOGA 13777 FRUIT-WALE AVENUE SARATOGA, CA 95070 PHONE: (408) 887 -3438 TOTAL :COO �d FOR DESIGN REV APPLE FEES EIR REVIEW FEES SUBDIVISION REVIEW FEES CENTRAL R.ANRE20N FEE VARIANCE APPUC FEES FINAL MAP RENEW SPECFIC PLAN FEE PLAN CHECK FEES BLDG SITE RENEW FEES XEROXING SALE MAPS 5 PUBL STORM DRAIN FEES SUBDIV PARK DED FEES beogk A/ d -s, 1;034.& 2 1000 5 785:6650007 &715' 100 I L DEPT MOUNT 9000 9510 9000 9510 9000 9510 9000 9510 9000 9510 9000 9510 9000 9510 9000 9510 9000 9510 90009890 s 9000 9890 9170 9530 9310 9550 Ow WHEN RECOWED MAIL TO Brian H. Morrow Marrow Investment Ltd. 180 Belwood Gateway Los Gatos, CA 95030 GRANT or EAST AGREE/01 T Preamble This Agreement made this November 21, 1986, by and between Silas N. Tiller and Norma Miller, hereinafter referred to as "Grantor" and Morrow Investment Ltd., Herbert James Fenolio, II and Carol Barbara Fenolio, and A.J. Raiseb Paving Co., hereinafter referred to as "Grantee Recitals WHEREAS, Grantor is the owner of that certain real property, sometimes referred to as the Land of Miller, a legal description of which is attached hereto, marked Exhibit "A" and incorporated by this reference, and hereinafter referred to as "Servient Tenement and WHEREAS, Grantee is the owner of that certain real property, sometimes referred to the Land of Morrow, a legal description of which is attached hereto, marked Exhibit "B" and incorporated by this reference, and hereinafter referred to as "Dominant Tenement WHEREAS, Grantee is the owner of that certain real property, sometimes referred to as the Lands of Fenolio, a legal description of which is attached hereto, marked Exhibit "C" and incorporated by this reference and hereinafter referred to as "Dominant Tenement WHEREAS, Grantee is the owner of that certain real property, sometimes referred to as the Lands of Raisch, a legal description of which is attached hereto as Exhibit "D" and incorporated by this reference and hereinafter referred to as "Dominant Tenement WHEREAS, Grantee desires to acquire certain rights in the Servient Tenement; THEREFORE, it is agreed as follows: Grant of Easement For valuable consideraton, Grantor hereby grants to Grantee an easement as hereinafter described. Character of Easement The easement granted herein is appurtenant to the Dominant Tenement. Description of Easement The easement granted herein is a right to erect, construct, install, maintain, repair and replace a water system, as more particularly described in that certain agreement dated November 21, 1986, between the owners of the lands of Morrow, Fenolio, Miller and Raisch, concurrently recorded herewith and carry water through said system. Location The legal description of the location of the easement is attached hereto, marked Exhibit 'E" and incorporated by this reference. Use by Dominant Tenement The easement granted herein includes the right of ingress and wets over the land of Miller for the purpose of constructing, installing, maintaining and repairing, replacing the above referred water system. Attorney's Fees In the event of any controversy, claim, or dispute relating to this instrument or the breach thereof the prevailing party shall be entitled to recover from the losing party reasonable expenses, attorney's fees, and costs. Binding Effect This instrument shall bind and inure to the benefits of the respective heirs, personal representatives, successors, and assigns of the parties hereto. IN WITNESS WHEREOF, the parties hereto have executed this instrument the day and year first above written. Molt vestment Ltd. GRANTOR GRANTEE "'�-J By: i By: pr n flow, res ant :rya a sc ecret -ry Hilbert Jibes Fenolio, II Norll f P ee lLin A.J. Raisch Paving Co. Carol Barbara Fenolio 1 Isso posmilo at land in the City et Saratoga. County of unto clora. o wia 11 callSotoio. totertot as hillows. nabiat Se$0010, at a 2 useb ire pipe in the sessetweet corner of thee 400040 14.40 etto tweet ot Lame deolod by Seery Malay !*f t. to Costookee S. Omit, et al. by Deed dated March 2. *417 401 0004 is as 217 et Ommis..pole 1416 Records et 24014 Clam 001001. esAllernia. 4114 metal thence tree 1 1, 10 112 2 01 1 40/1011 ood &'-e the Smash 11oe et said Mow hero VMS SSW 462.3 lost 40 a 3 s 4 atelier thews mid Smetk 1110 400 reenter mirth 34.14 loos to a 1 r atm as ales a tat. 20' 42' N. 00.20 fast Om 4 toe 1600 244s pipes tams pote1101 with the South tiro mit 11441 tomo te444. tams 101.50 tots se a 1 1/2 lath Sea it 00 Met lite et said 10.41 tote Irma. theme aiong WO an lies S. 24* 4S i. 10.40 tett to a Wats theta 1 SI et S. 12.4 toes lo the plasm et ber and being a San 5 0 1110 814 10.40 mato Met et 1014. and SWOONS in the leStO INONS. Sages CIS Osuaty, Califoraia. *ado pert at tie S.S. 1/4 et Om. 11. T. s.. R. 2 w., m.o.s. N. BMW& 000't", at am its pipe an the osawiearter sedition earner INIMIONS SOOSitle 11 104 it. Smoothie 4 Smash Meta 2 Meet, 1010001401. Site atiltimt1410m. alto Woo the opettetatosly sem et the isito isimemm those dote %he Use beam mism4 ONUS 11 .41 12. S. SO 30" S. 1101.30 1444• themes Watt* meld Samtleo Wit IL 54' 40" 1. 14.74 feet; themes 0. fl' 40' Wm 10.01 Arta themes N. 13. 55' S. 100.42 toots Ohs) S. 311 w2.01 tests Was S. 3s' 40 S. 120.12 Soft Shaw 26 412 IS* 1. 70.G2 Semi theme N. for 55' 16 20444 tom Os a. Se 35' 16 *0.30 tons thence N. 10 Or S. 411.08 pooh Wimmet N. 413 40 S. 23.44 toots tilt 0. Sr OS' S. *3.70 hot: thaw S. 44' 45' S. Osali toot/ mei thinie N. Ire 41' S. 31.10 toot to the y Use et the 41144144444 esflipala el a414 settles SI 400 AM ontskothe Its opt tho 11s4to Moloso, tams along areatif 11oe at the s000lopoot osowfootteo of 4044 etas 11 ate the aosthosay 11110 et the Oulte Nanehes, N. Se SSA 23' IL to the paha e2 lowtoolog, and being a SectiOS 4,2 the SitstheOtt Ofirgaltor of Seta 12, Township soft. Singe 2 West, Nast SSW. Sass anA mortIlae. (CONTINUED) ri SCafSMO 'MOM rascal Ne. 2 above described 411 that portion thereat described se follow, seginsieg at a point en the section line between Sections 11 MS 12. 100011043 0 Seethe Mese Mest. Mount Diablo Seas .ad tttsidias. beast there S. 0 20' 00' 1. 96.74 fact' issue as isoa pip as the ass- gwst.r section comer beams .aid MMus 11 and 12 ad as the eutbwsterly of Omits fMMbei Owns free said point of beginning lapin said sestina li,r. S. Sr Sr 4r M. 42.63 foot, .horse S. 46* 06' S6' M. 16.13 Heel thence S. 26' 40' 01' S. 47.91 feet, theses f. 66' 19' or f. 65.72 feet to a plot ea said seethes lino hareem said Sections 11 and 12 and distal; therm 0.0 20' 00' M. 10.90 feet from an ices pipe la said sestina lime, thew running along said sestina Lime between maid fswiina 11 ad 12. S. 0. 20' OM 4 476.20 feet to the .ostharly corer of that wrtain pared a laid deevibe in the Quitelale Dead from Sisters of Seta new 0e Meer. CalUUSs0La 6rsvtnce, a erpecatle. M MAMs 4. PasstAs, et us. dated Jame 20. 1942 and rewmdY aty 27. 1962 i• fee st61. Official Swords. at pale 93. feats Class Cassg1 lowar6si thence leaving said softies Line and r -mu'al slang the ssntheaetsiy line of aid pant et lam' deeetibei lm amid Quitclaim Dud above rdassed M tee k1' Mumma end diswues, M. 54 40' !ti 16.70 feats Sheen a. 26. 410 S. 99.00 feet; theme M. 12. 96' S. 90.42 teat, ass N. 31• 40' S. 17.02 fees .std this N. 34' 40' S. 124.12 test, thence leaving said w tlaasYmly lines. N. 10' 10' 23' M.. 91.24 feet, thanes M. Ur 16' 07' M. 142.70 salt thefts N. sr 49' M. 62.90 tens thaw S. 76. 20' i9' M. 76.02 feet, end thence S. Sr Sr 40' M. 91.10 Het to the Feist of beginning, being pietism .1 LAa lH6ithe.M ea.- Quarter of the Southeast e. nee of Satan 11 sad a pastiest of the Northwest em.- QSSrtec of the p/*W,MS eisnestear of Section 13. 9ewm.hir 6 South. Mega 2 Met, NOME Diablo fan and 't ridton. An eat for ingress ad egress owe and along strip of land 12 teat wide, the caste line et which is described a fellow, 6eginL g at plat distant S. 0 20' 00' 0. along the line beeves Selman 11 and 12. Tewerhlp 0 Sutb, Sang. 2 Meet. Meat SiaYls Yes ad Neridia. 94.74 feet and N. 96. 5S' 4d' S. 61.99 Het Seem a iron pipe at tbs one Qgrtsr .souse corner betide said Sections 11 and 12 and at the southwesterly earner of the Quito Rancho, thence (CONTINUED) .1 V traa sat" Pilot al 1 16411611616 S. Sr 51' 40 5. 124.52 toots tbusa S. 441• 06' SO' Y. 51.13 twat, thaw. S. 26• 40' 40' S. 47.91 toot; Wogs 9. 9r 15' 00' t. 65.72 het to Pint no We uetien lime between soli Simians 11 a d 12 ant gpat team R. 0• Vq• N. 10.90 lost trot as iron Pipe N taw owns lion there asatbstst.rar In mat SO M "MS whisk bets s. 77. 20' S. 71.52 on Awn mid ion eotlaaw Sssa Pipes thaws s. 4o' sS' 540 1. 53.40 font Oa O. 65' 51' O1' S. 91.20 tosti tbssas i. 73. 02' 26' 1. 79.45 foots them 5. K• 70' 17' S. 104.17 teat, those 5. 90' 11' 45' S. 113.1i foots and ties O. 740 10' 70.6 252.46 toot to point In the censor lino of Malan Ms4. !Ora MOO said strip of lane 411 that portion thereof Wag wields Paronl Ow. 2 h.rolWww dasaribri. the land referred to herein is situated in the City of Saratoga, County of Santa Clara, State of California, and is described as follows: P1MCEL ONE: A PORTION of the parcel of land conveyed to Catherine F. Doyle, et al, by Deed recardsd March 3, 1899 in Book 217 of Deeds, Page 168, Santa Clara County Records,' described es follows: BEGINNING at the Northwesterly corner of Parcel 1 of the Record of Survey of a portion of the lands of the Hincks Estate in Section 12, Township 8 South, Range 2 West, M.D.B. M., in the City of Saratoga, Santa Clara County, California, filed August 12, 1966, Map Book 213, Page 32, Santa Clara County Records; thence along the Westerly prolongation of the Northerly boundary line of said Parcel 1 N. 87 15' W., 227.44 feet to the Northeasterly corner of Parcel 2 of the Record of Survey for Joseph Gresham, et al, filed January 9, 1964, Map Book 171, Page 35, Sante Clara County Records: thence along the Easterly line of said Parcel 2, 5. 0 40' 30" E., 702.98 feet to a point in the Northerly line of the parcel conveyed to Clifford Conly by Deed recorded October 6, 1931 in Book 582 of Official Records, Page 587: thence along the Northerly and Easterly lines of said parcel conveyed to Clifford Conly the following courses and distances: East along en undefined course, 375.21 feet, MOTS or lase; S. 20 42' E., 80.28 feet; South, along an undefined course, 34.14 feet, to a point in the Southerly line of said parcel conveyed to Catherine F. Doyle, et al; thence East along the last mentioned line 277.5. feet, more or lase, to the line described in the Quitclaim Deed to Sisters of Notre Dame De Namur, recorded September 1, 1978, Book D927 of Official Records, Page 141; thence along the lines described in said Deed Northerly to the Easterly prolongation of the Northerly line of Parcel 1 of the Record of Survey filed in Map Book 213, Page 32: thence along said prolongation N. 87 15' W., 195.82 feet, more or less, to the Northeast corner of said Parcel 1: thence along the Easterly, Southerly and Westerly lines of said Parcel 1, the following courses and distances: S. 2 45' W., 113.98 feet: S. 61 51' E., 42.51 feet; S. 31 46' 17" E., 80.79 feet; N. 78 02' W., 142.72 feet: N. 87 20' 13" W., 320.99 feet and N. 0 53' 13" W., 180.85 feet to the Point of Beginning. PARCEL TWO: PARCEL 2 as shown on the Record of Survey for Joseph Gresham, et al, filed January 9, 1964, Map Book 171, Page 35, Santa Clara County Records, described as follows: 96 CONTINUED CONTINUED BEGINNING at the Northwesterly corner of the parcel conveyed to Catherine F. Doyle, et al, recorded March 3, 1899, Book 217 of Deeds, Page 168: thence along the Northerly line of the last mentioned Parcel S. 89 16' E., (S. 87 15' E.) 40.48 feet to the True Point of Beginning: thence along the last mentioned line 5. 89 16' E., (87 15' E.) 37.86 feet: thence S. 0 40' 30" E., 709.98 feet: thence West 16.38 feet, as shown on said Record of Survey, to a Westerly boundary of said parcel conveyed to Doyle: thence N. 24 45' W., 52.63 feet to the Southernmost corner of Parcel 1, as shown on said Record of Survey; thence along the Easterly line of said Parcel 1 N. 0 40' 30" W., 655.67 feet to the True Point of Beginning. P ESCEL THREE: AN EASEMENT for ingress and egress, 25 feet wide, the centerline of which is described as follows: BEGINNING at a point in the center line of the Bollman Road, so called in Section 12, Township 8 South, Range 2 West, M.D.B. M., said point being located the following courses and distances from the Northwest corner of the Seuthwast quarter of the said Section 12: North 0 40 1/2' West 803 feet along the Section line, South 87 15' East 1049 feet along a fence line between the lends now or formerly of Doyle and McDonald and its projection to the center line of said Bollman Road, South 34 09' East 244.5 feet and South 10 09' East 47.4 feet along Bollman Road, running thence from said point of begin- ning, S. 26 18' West 42.7 feet: thence 5. 3 55' West 52.5 feet: thence South 12 24' West 65 feet, thence South 21 12' West 35.6 feet: thence South 32 19' West 54 feet; thence South 50 West 51 feet, thence West 27 feet to a point in a fence line marking the Eastern boundary of the lands conveyed to Catherine F. Doyle, et al, by Deed recorded March 3, 1899, Book 217 of Deeds, Page 168, Santa Clara County Records, as granted to Mabel L. Pierce by Deed recorded August 6, 1938, Book 889 of Official Records, Page 287. PANEL FOUR: AN EASEMENT for pole line purposes and for installation and maintenance of pipe lines for the distribution of water and gas, 10 feet wide, the North westerly and Southwesterly lines of which are described as follows: BESINNIN6 at the point of intersection of the Southwesterly line of the Wier Road with the Northwesterly line of the Boliman Road with the North westerly line of that certain parcel of land described as Parcel 2 in the Deed to Sisters of Notre Dame De Namur, California Province, a corporation, recorded August 3, 1936 in Book 779 of Official Records, Page 465: thence along said Northwesterly line of the property so described in said Deed, South 43 West to the Southwesterly line of the parcel so described; thence South- easterly along the Southwesterly line of the parcel so described to a point thereon'which is 10 feet Southeasterly from the Northeasterly corner of that certain 18.46 acre tract of land, conveyed to Catherine F. Doyle, et al, by Deed recorded March 3, 1899, Book 217 of Deeds, Page 168, Santa Clara County Reoorda,'as granted to Mabel L. Pierce by Deed recorded August 6, 1938 in Book 889 of Official Records, Page 287. Also, over all that area as reserved in the Quit Claim Deed from Margaret Hincks Dyer, as executor of the Estate of Hazel Pierce Hincks, deceased, recorded September 1, 1978, Book D927 of Official Records, Page 141. PAM FIVE: AN EASEMENT appurtenant to Parcels One Two above for ingress and egress and installation and maintenance of public utilities 30.00 feet wide the center- line being described as follows: NO. 1 6E$INNING at the intersection of the Northwesterly terminus of the centerline of that certain access easement with a Southeasterly line of Parcel One as shown on that certain record of survey filed in Book 213 of Maps at page 32, Santa Clara County Records; thence from said point of beginning along the Northwesterly prolongation of said centerline N 58 13' 43" W. 36.06 feet: thence along a curve to the right, having a radius of 163.00 feet, through a central angle of 23 54' 43" for an arc length of 68.03 feet to a point of reverse curveture: thence along a curve to the left, having a radius of 223.00 feet, through a central angle of 12 31' 00" for an arc length of 48.72 feet; thence N. 46 50' 00" W. 20.00 feet; thence along a curve to the left, having a radius of 103.00 feet, through a central angle of 40 25' 00" for an arc length of 72.66 feet to a point 15.00 feet (measured at right angles) South- erly from the Northerly line of said Parcel One: thence parallel with said line N. 87 15' 00" W. 207.00 feet; thence leaving said parallel line with a tangent curve to the left, having a radius of 51.00 feet, through a central angle of 92 05' for an arc length of 81.97 feet: thence tangent S. 0 40' W. 112.64 feet to the Southerly line of said parcel, being distant thereon S. 87 20' 13" E. 39.60 feet more or less from the Southwest corner of said parcel. CONTINUED--- i NO. 2 BEGINNING at the Northwest corner of laid Parcel One, thence along the Westerly lint 5. 0" 53' 13".E. 60.00 feet to the point of beginning and being the centerline of this 30 feet wide easement: thence leaving said Westerly line, S. 80 80' E. 28.00 feet more or less to the Westerly side line of the 30 feet wide sassment as described in No. 1 above. 7/20/86 GS All that certain real prnperrya situate Lu Lho County of Sant:, Clara, Scare of California, described as follows: l'AY.CEL PNF: BECtNNINC at a 2 inch pipe at the Southwest corner of the Quit' Rancho, being also the k Section corner betweea•Sections 11 and 12, T. 8 S.. R. 2 W., M.O.B. M; thenee•from said point of beginning S. 89° 06' W., along the k.Section line running Ease sad West through the center of said Section 11 a distance of 623.7. feet to a stake marked T.C. standing in the Southerly line of the trace now on formerly of Tyson, from which the Southeast corner of said Tyson Tract bears S. 89° 06 E., 125.40 feet; thence leaving said Southerly line and running S. 3° 13' E., a distance of 190.08 feet to a stake marked C in the Southerly line of the 41.38 acre tract described in the Deed to Henry B. Reynolds, et al, recorded October 27, 19 in Book 498 of Deeds, page 87,•Santa Clara County Records; thence along the general Southerly line of said 41.38 acre tract the following courses and distances: N. 84° 35' E., 149.16 fest; S. 80 20' E., 166.98 feet; thennc•S. 47 00' E., 77.55 feet; chance S. 85 00' E., 67.49 feet; and thence N. 79 30' E., 181.83 feet to a pipe at the most Southeasterly corner of said 41.38 acre tract in the line between said Sections 11 and 12; thane N. 0° 20' W., along said section line 10.98 feet to the intersection thereof with the Southwesterly line of that certain parcel describ• as Parcel No. 1 in the Dad to Douglas L. Beatty, at ux, recorded July 9, 1965 in Book 7025 of 0ffieial Records, page 335; thence along the Southwesterly and Northwesterly lines of said last meetioned parcel the following courses and distances: N. 88° 15' W., 65.72 Fat; thence N. 26° 40' 01" W., 47.91 feet; thence N...46'' 06' 56" E:; 59.13 feet; and N. 56° 59' 40" E., 42.53 feet to a point in said section line; thence N. 0° 20' W., along said section line, 96.74 feet to the point of beginning. RESERVING THEREFROM a non exclusive casement for ingress and egress ever and along a strip of land 6.00 feet in width, the South easterly and Northeasterly linos of which are described as follows: BEGINNING ata•point,diseanc South 0 20' 20" East along the lino between Sections 11 and 12, Township 8 South, Range 2 West, :bunt Diablo Base and Meridian, 96.74 feet and North 56° 59' 40" Ea 81.99 feec from an iron pipe at the one quarter section corner between said Sections 11 and 12 and at the Southwesterly (Cont'd on next page) ost nos e'aA°°Mrm° 4 1 ti a•e2 l N L cornnr of the Quito Rancho; thence from :,id Point of tecinniug, South 54 59' 40" West 124.52 feet; Wont:a South 4G° (16' 56" West 59.13 feet; thence South Z6° 40' 01" Bast 47.91 Ccet; thence South 88 15'•00" East 65.72 feet to a point on said Section line between said sections 11 And 12 and distant thereon North 0 20' 'Inc 10.98 Fast from an iron pipe an said section lime; the North- westerly and Southwesterly lines of said 6.00 Ecet strip being orteaded to intersect said section line. Ydt;C$L TWO: A NON EXCLUSIVE easement for ingress and egress over and along a strip of land 12.00 feat in width, the centerline of which is described as foLlows: BEUUNtNG at a point distant South 0° 20' 00" East along the line between Sections 11 and 12, Township 8 South, Range 2 West, Meant Diablo Base and Meridian, 96.74 feet and North 56° 59' 40" Ease 81.99 feet from iron pip° at tha ona- quarter section corner between said Sections 11 and 12 and at the Southwesterly corner of t#e Quite Rancho; thence from said Point of Beginning, South 56° 59' 40" West 124.52 feet; thence'South 46° 06' 56" West 59.13 feat; thence South 26 40' 01" East'47.91 feat; thence South 88° 13' 00" Gest 65.72 Inc to a point on said Section line between said Se4ciona 11 and 12 and distant thereon North 0 20' West 10.98 feet from an iron pips on said section lino; thence South easterly in a direct line to a point which bears South 77 20' 06" last 71.52 fast from said last mentioned iron pipe; tiende South 49 55' 53" East 93.04 rest; thence North 65° 58' 09" East 89.28 fart; thence North 73 03' 26" East 75.45 feet; thence Net* 66 20' 37" East 104.37 feet; thence North 80° 38' 45" East 113.16 feet; and thence North 74° 36' 26" East 352.45 feat to a point in tha center line of Dolman Road. EXCEPTING FROM said strip of land all that portion: thereof lying within Parcel No. 1 hareinabove described. 4 The land referred to heroin in ascribed as iollew4: ali certain property situate is the City ut Saratoga. Comsat of Santa Clara, Stat.. of California, de.crae.cd an follows yt*CCL Me. is D.egivaiaq at point on the s•.ctien lane beteeen suctions 11 and 12, Township S SostL, *age 2 West, Yount Ziaulu auk. aal Mir /dies. disteat thereon S. 0 40 00" d. 96.7e felt drips es ir•s pips at the use carter section corner aa$ee•ea said Smitten 11 aced 14 and at the Southwesterly cear of ants Mahe, thence fres said point et a :ginning laoasllg Mid sset'aas Ilse, S. 66 59 40 0. 42.51 Jett: tSaci S. ice 66 57 W. 51613 feet; thence S. 26° 10 01" 3. 47‘111 bet; theses S. des 1S+ Or S. 65.72 toot to .t pe3at es Ned Sieben lie. *etyma said Section(' 11 and 12 c*O distant themes a. 0 20' 00 W. 10.96 feet from an ►rem 01401 In used ssenken Inset taence nautili' along said w.et'ttes Use between sand slctiwes 11 tad 12, 1:. 0 20' er 4. 479.55 feet to the Southerly corner of that 'u ;•epee; 91 tad described is eke 9estclain Deal from sisters of Sere wane De Seer, California Province, 4 corpora to a.rfb•rt J. ►ensue, et ere, date* Just 2S, 1944 and ewurl 4 Jell 27, 1962 is boot 5661 of Official encase, et raj* 93, Santa Clara Ceaaty Records; tkenca lawaay saiu sfOtiel lie. and rwasaq along the southeasterly linos of said noel of lead described in avid gelitclai. Deed above rewtred to the t•liwisg course► and dtstancoo: N. 54 40 C. $6.16 feet; theses S. 45 40 C. 99.00 feet; thence Ms 141 S5' S. 90.'2 feet; thence s. 35. 40' C. 97.02 feet; and trice a. 3+1 40' S. 140.12 feet; thence leaving nail s4ttheast•rlr linos, 7. loo Ise 23 4. 91.27 feat: thence N. 100 19 07 4. 112.70 t..•t; tkuucu S. C9° 49 'J. 52.90 sewn; thence N. 76 20' 19" 4. 70.63 feet and tingle(' 3. 54e 69' We W. 61.99 feet to the point of boginaane. :..coy a purtses of eke aortaeaut ono- quarter of the Noethuaat oaw glearter of aection 11 and a ?nation of tk.e .urthr...t oer- gearter et the Seutkwaut uuu- yiar.er et Section 12, Telluceip S Seuth, banger 4 Must, ::..nnt Diaulu nee., and n.•eidtas. neCie IN0 TutSsrkun au uuuava.iuu 1/4 c: interest in .g eater protesters to the gulch on tko 4UOVe described lane, a:: ruo.'rnd is the Dowd true J.C. dutchinsat, r.econu('.t April S. 1449 an done 110 of uoads, pay(' 504, uffacie. :.:urdu. vaflCr.. 20. It o An easement for ingress and e.jrest'ovar and along a strip et land 11 beet wide, the cancer line of which is d..scribe4 as iollowsa ',ganging at leant distant S. 0 20' 00" E. along the line :nftwwn Sections 11 .tn•! 12, Township b South, aanyw 2 Asst. *rust Diablo Base and 96.74 teat and N. Ss° S9' 40' t. 81.99 teat tram an iron pipe at the unu- %earter action between said Sections 11 and 11 and at the Southwesterly corner of the Quito Rancho; thence fro* swan point of buginninj, S. 56 59' 40" 4. 124.52 feet' thence S. 46 06' $6" 1.. 59.13 teat; thence S. 26 W' 81 8. 47.91 feet; than.:./ S. 08 15' 00" G5.74 tout Us a MLitt tea said section lane between said Sections 11 ..a.. 12 and distant thereon d' 20' J. 10.98 snot. truce an iron pipe on said section lama; thence Southeasterly in war.►tc line to a point whiea aearn S. 770 20' 06+ t. 71.52 eat sres said an aentauned iron pipe; thence s. 49' SS' Ice 93.04 feet' thence N. +S S8' 09 s. 04.48 taut; tbn n N. 714 83' 26 8. 75.4', feat; thence N. u6 20' 37 h. 104.37 loot' thence J. bW 38' 45+ C. 114.16 fact; end tans' M. 74' 36' 26" 8.' 154.4S feet to point as the caata lie el Dahlman coed. 1vaelti from said strip of land all that pott.on thereof lyis0 within Parcel No. 1 &now, described. l sawing from Parcel No. 1 h.'luanabove descritar„ an ..ea..Mer1 fee ingress and agrees over all that portion cher:at lying within a strip et land 14 feet sign, the aviator line of which is oascrtLed as tolluena raissilig at a point distant a. 11 40' 00 d. along the Mae uetesen Suctions 11 dad 11. Township 8 South, dun.je 2 Ne00.. lament Diablo base and Naridien, 96.74 tout and A. Sao Se 400 8. 81.99 feet fro., as iron pipe at the ..nn- t$sr5'•r SttS CO M? betwaea said Suctions 11 dn.j 1a and 44 tie hweaterly corner of the Quito Rancho; t h e nce Urea aa4# paint of beginning. :1. S6° 59' 40" 4. 124.52 last; these S. 46e 06' She v. 59.13. feet; thence 26 M' 01" 8. 47.91 feet; thence a. 10' 1S' 00 g. 65.74 teat M a -rata on said section tine between said Sections 11 as If a#a8 distant thorned N. 0 20' O. 10.98 lent iron an OS pip en said section line; thence Southeasterly an a %fen lane to point which bears 3. 77 20' bs" S. 71.52 EMI frsa said lest aeataunad iron pipe; thence S. 49 S5' 8,. 93+04 fest; these, V. .S Se' 09" S. 89.28 t.n.t; tiea4, a1. 730 03' 36+ r. 75.4s feet; thence N. 46° 2 26' 31" 3. 10.31 testi thence N. d0" 38' 45" 8. 113.16 feet; and t4waq: N. 74' 36' 26" S. 152.45 toot to a point in the abate.; lice of Rebhan Road. tMCTaha Wan the right to EN. an common with .rar.tors the eaasiia9 electric poor lane running across remaining lands r: of sraneer. sir` ibe ri17 -13 -10 6 111 •w t A Five Foot wide Easement for the installation and maintenance of a Water Line and appurtenances, lying within the City of Saratoga, State of California, the Westerly line of said Easement being described as follows: Beginning at a point on the westerly line of the Lands of Miller, as described in Parcel Two in the Deed recorded in Book G262 of Official Records, Page 319, Santa Clara County Records, distant thereon South 0 20'East 47.50 feet from a two inch iron pipe in the Southwest corner of that certain 18.48 Acre Tract of Land deeded by Maclay to Doyle et al, by deed dated March 2, 1889 and recorded in Book 217 of Deeds, page 168, -Santa Clara County Records; thence along said westerly line of said Parcel Two, North 0 20' West 47.50 feet to said Southwest corner of said 18.48 Acre Tract, being also the Southwest corner of Parcel One of said deed recorded in Book G262 Official Records, page 319; thence along the westerly line of said Parcel One, North 6 °00'West 92.4 feet; thence continuing along the westerly line of said Parcel One, North 24° 25' West 19.09 feet to Northwest corner of said Parcel One being also on the northerly line of the Lands of Miller and the terminus of the westerly easement line being described herein. JMH 2711 Easement thru the lands of Miller Nov. 1986 (Revised 11- 20 -86) D E S C R I P T I O N EXISTING AP TANK ;7 fla4 ?VC TN `Y LOT 2. INSTALL GATE VALVES f w -rn Pane 5 F wICE E,45EMEN r PROPOSE? SERVICE TO MILLER-CONNECT TO EXISTING SERVICE" CONNECT OO NEW WATEER UNE LANDS OF MILLER 1 This agreement is made by and between the City of Saratoga and Morrow Investment, Ltd. Morrow Investment, Ltd., hereinafter referred to as "Morrow" is the owner of that certain parcel of land hereinafter sometimes referred to as the "Lends of Morrow a legal description of which is attached hereto and marked Exhibit "A and incorporated by this reference. It is the intention of Morrow to subdivide, develop and /or sell the separate lots to be created by the subdivision of the Lands of Morrow. Morrow has been informed by the City that prior to commencing any work of improvement on the lands of Morrow, Morrow shall provide the City with a Gemara. Liability Insurance Policy in the sum of One Million Dollars in favor of the City. THEREFORE, the parties agree as follows: Morrow Investment, Ltd. shall obtain a liability insurance policy in the sum of One Million Dollars, in form and content as approved by the City of Saratoga, prior to obtaining the City's signature on the �wd sion Improvement Plans or the issuance by the City of any permit to perform work upon the land described in Exhibit A attached hereto. It is understood by the parties that the City's refusal to execute the Imp govt Plans shall not prevent the City from approving Morrow's Final Subdivision Map or prevent Morrow from recording such Map covering the property described in Exhibit A attached hereto. DATED: November AL__, 1986 Morro 1 t Ltd. IM$MBAM6i LIABILITY AGREEMENT By: r rro TOO n DATED: November 1986 City of Saratoga By: C tv,r. %woo` EXHIBIT "A" the land referred to herein is situated in the City of Saratoga, County of Santa Clara, State of California, and is described as follows: PARCEL ONE: A PORTION of the parcel of land conveyed to Catherine F. Doyle, et al, by Deed recorded March 3, 1899 in Book 217 of Deeds, Page 168, Santa Clara County Records, described as follows: BEGINNING at the Northwesterly corner of Parcel 1 of the Record of Survey of a portion of the lands of the Hincks Estate in Section 12, Township 8 South, Range 2 West, M.D.B. 6 M., in the City of Saratoga, Santa Clara County, California, filed August 12, 1966, Map Book 213, Page 32, Santa Clara County Records: thence along the Westerly prolongation of the Northerly boundary line of said Parcel 1 N. 87 15' W., 227.44 feet to the Northeasterly corner of Parcel 2 of the Record of Survey for Joseph Gresham, et al, filed January 9, 1964, Map Book 171, Page 35, Santa Clare County Records; thence along the Easterly line of said Parcel 2, 5. 0 40' 30" E., 702.98 feet to a point in the Northerly line of the parcel conveyed to Clifford Conly by Deed recorded October 6, 1931 in Book 582 of Official Records, Page 587: thence along the Northerly and Easterly lines of said parcel conveyed to Clifford Conly the following courses and distances: East along an undefined course, 375.21 feet, more or less; S. 20 42' E., 80.28 feet; South, along an undefined course, 34.14 feet, to a point in the Southerly line of said parcel conveyed to Catherine F. Doyle, et al; thence East along the last mentioned line 277.5 feet, more or less, to the line described in the Quitclaim Deed to Sisters of Notre Dame De Namur, recorded September 1, 1978, Book D927 of Official Records, Page 141; thence along the lines described in said Deed Northerly to the Easterly prolongation of the Northerly line of Parcel 1 of the Record of Survey filed in Map Book 213, Page 32; thence along said prolongation N. 87 15' W., 195.82 feet, more or less, to the Northeast corner of said Parcel 1: thence along the Easterly, Southerly and Westerly lines of said Parcel 1, the following courses and distances: S. 2 45' W., 113.98 feet; S. 61 51' E., 42.51 feet; 5. 31 46' 17" E., 80.79 feet; N. 78 02' W., 142.72 feet; N. 87 20' 13" W., 320.99 feet and N. 0 53' 13" W., 180.85 feet to the Point of Beginning. PARCEL TWO: PARCEL 2 as shown on the Record of Survey for Joseph Gresham, et al, filed January 9, 1964, Map Book 171, Page 35, Santa Clara County Records, described as follows: CONTINUED es BEGINNING at the Northwesterly corner of the parcel conveyed to Catherine F. Doyle, et al, recorded March 3, 1899, Book 217 of Deeds, Page 168: thence along the Northerly line of the last mentioned Parcel S. 89 16' E., (S. 87 15' E.) 40.48 feet to the True Point of Beginning: thence along the last mentioned line S. 89 16' E., (87 15' E.) 37.86 feet: thence S. 0 40' 30" E., 709.98 feet: thence West 16.38 feet, as shown on said Record of Survey, to a Westerly boundary of said parcel conveyed to Doyle; thence N. 24 45' W., 52.63 feet to the Southernmost corner of Parcel 1, as shown on said Record of Survey; thence along Easterly line of said Parcel 1 N. 0 40' 30" W., 655.67 feet to the True Point of Beginning. PARCEL THREE: AN EASEMENT for ingress and egress, 25 feet wide, the centerline of which is described as follows: BEGINNING at a point in the center line of the Bollman Road, so called in Section 12, Township 8 South, Range 2 West, M.D.B. M., said point being located the following courses and distances from the Northwest corner of the Southwest quarter of the said Section 12: North 0 40 1/2' West 803 feet along the Section line, South 87 15' East 1049 feet along a fence line between the lands now or formerly of Doyle and McDonald and its projection to the center line of said Bollman Road, South 34 09' East 244.5 feet and South 10 09' East 47.4 feet along Bollman Road, running thence from said point of begin- ning, S. 26 18' West 42.7 feet: thence 5. 3 55' West 52.5 feet; thence South 12 24' West 65 feet, thence South 21 12' West 35.6 feet: thence South 32 19' West 54 feet; thence South 50 West 51 feet, thence West 27 feet to a point in a fence line marking the Eastern boundary of the lands conveyed to Catherine F. Doyle, et al, by Deed recorded March 3, 1899, Book 217 of Deeds, Page 168, Santa Clara County Records, as granted to Mabel L. Pierce by Deed recorded August 6, 1938, Book 889 of Official Records, Page 287. PARCEL FOUR: AN EASEMENT for pole line purposes and for installation and maintenance of pipe lines for the distribution of water and gas, 10 feet wide, the North- westerly and Southwesterly lines of which are described as follows: CONTINUED- CONTINUED BEGINNING at the point of intersection of the Southwesterly line of the Bollman Road with the Northwesterly line of the Bollman Road with the North- westerly line of that certain parcel of land described as Parcel 2 in the Deed to Sisters of Notre Dame De Namur, California Province, a corporation, recorded August 3, 1936 in Book 779 of Official Records, Page 465: thence along said Northwesterly line of the property so described in said Deed, South 43 West to the Southwesterly line of the parcel so described; thence South- easterly along the Southwesterly line of the parcel so described to a point thereon which is 10 feet Southeasterly from the Northeasterly corner of that certain 18.48 acre tract of land, conveyed to Catherine F. Doyle, et al, by Deed recorded March 3, 1899, Book 217 of Deeds, Page 168, Santa Clara County Records, as granted to Mabel L. Pierce by Deed recorded August 6, 1938 in Book 889 of Official Records, Page 287. Also, over all that area as reserved in the Quit Claim Deed from Margaret Hincks Dyer, as executor of the Estate of Hazel Pierce Hincks, deceased, recorded September 1, 1978, Book 0927 of Official Records, Page 141. PARCEL FIVE: AN EASEMENT appurtenant to Parcels One Two above for ingress and egress and installation and maintenance of public utilities 30.00 feet wide the center- line being described as follows: NO. 1 BEGINNING at the intersection of the Northwesterly terminus of the centerline of that certain access easement with a Southeasterly line of Parcel One as shown on that certain record of survey filed in Book 213 of Maps at page 32, Santa Clara County Records; thence from said point of beginning along the Northwesterly prolongation of said centerline N 58 13' 43" W. 36.06 feet; thence along a curve to the right, having a radius of 163.00 feet, through a central angle of 23 54' 43" for an are length of 68.03 feet to a point of reverse curvature: thence along a curve to the left, having a radius of 223.00 feet, through a central angle of 12 31' 00" for an arc length of 48.72 feet; thence N. 46 50' 00" W. 20.00 feet; thence along a curve to the left, having a radius of 103.00 feet, through a central angle of 40 25' 00" for an arc length of 72.66 feet to a point 15.00 feet (measured at right angles) South- erly from the Northerly line of said Parcel One: thence parallel with said line N. 87 15' 00" W. 207.00 feet; thence leaving said parallel line with a tangent curve to the left, having a radius of 51.00 feet, through a central angle of 92 05' for an arc length of 81.97 feet; thence tangent S. 0 40' W. 112.64 feet to the Southerly line of said parcel, being distant thereon S. 87 20' 13" E. 39.60 feet more or less from the Southwest corner of said parcel. NO. 2 BEGINNING at the Northwest corner of said Parcel One, thence along the Westerly line S. 0 53' 13" E. 60.00 feet to the point of beginning and being the centerline of this 30 feet wide easement: thence leaving said Westerly line, S. 80 00' E. 28.00 feet more or less to the Westerly side line of the 30 feet wide easement as described in No. 1 above. ICE LIABILITY AGREEMENT Morrow Investment, Ltd., hereinafter referred to as "Morrow" is the owner of that certain parcel of land hereinafter sometimes referred to as "Land of Morrow a legal description of which is attached hereto, marked Exhibit "A and incorporated by this reference. It is the intention of Morrow to subdivide, develop and /or sell the separate lots to be created by the subdivision of the Land of Morrow. Morrow has been informed by the City that prior to commencing any work of improvement on the Land of Morrow, Morrow Investment Ltd shall provide the City with a General Liability Insurance Policy in the sum of One Million Dollars in favor of the City. THEREFORE, the parties agree as follows: Morrow Investment Ltd. shall obtain a liability insurance policy in the SUM of One Million Dollars prior to obtaining the City' s signature on the improvements plan on the above referred land. It is understood by the parties hereto that the City's refusal to execute the improvement plans shall not prevent the City from approving Morrow's final map and Morrow from recording the final map on the above referred land. DATED: A.,,„„1., 1986 Morrow'` In DATED: By 1986 City of Saratoga Ltd. r an orrow, res •ent By: Cr ALL CALIFORNIA TI: "COMPANY Es row it 15379 -CW County of Santa-Clara, Sanitation Department 70 West Hedding San Jose, Ca. 95110 DEED OF EASEMENT 'i. chnrtlx Bruce Williams and L. Victoria Williams, husband and wife as Grantor S, hereby grant'_ to COUNTY SANITATION DISTRICT NO. 4 OF SANTA CLARA COUNTY, a public corporation, Santa Clara County,' State. of California, as Grantee, the following easement in the County of Santa Clara, State of California, to wit: A Sanitary Sewer Easement lying within Parcel One, as shown on that certain Record of Survey of the Lands of The Hincks Estate, said map was filed for record in Book 231 of Maps, page 32, Santa Clara County Records, and being more particularly described as follows; Beginning at the Northeast corner of said Parcel One; thence along the Northerly line of said Parcel One North 87 °15' West 170.00 feet; thence leaving said Northerly line South 2 °45' West.15.00 feet; thence along a line that is parallel with and Southerly measured at right angles 15.00 feet from said Northerly line, South 87 °15' East 115.00 feet; thence leaving said parallel line South 42 °15' East 77.78'feet to a point on the Easterly line of said Parcel One; thence along the Easterly line of said Parcel One North 2 45' East 70.00. feet .to -the point of beginning.. TO HAVE AND T&'HOLD said easment for the purpose of acquiring, constructing, completing, reconstructing, repairing, maintaining, and operating sanitary sewers and appurtenances for said District, tsgether,,with the right of ingress and egress, therefor, Neither Grantor nor his successors in interest shall erect nor construct any building or „other structure, nor drill or operate any sort of well, within the limits of the above described easement. GRANTOR S' HEREBY FURTHER GRANTS TO GRANTEE the right to the use of such land on each side of the hereinabove described -foot strip as may be reasonably necessary for the deposit of earth and construction materials and the use and operation of equipment during the construction, maintenance, repair, or replacement of said sanitary sewers and appurtenances. IN WITNESS WHEREOF, the Granto s hate hereu»tg set f �u hander and signatures this day of Oc�(`c>bc1 191. 8993'739 Recor at the request of AU CALIFORNIA TITLE COMPANY OCT 23 1986 &OOAM! +rldcorder I santa Clara County, Official Records IE RE: Trart 7RRR Rnhlmnn R,4 Saratoga, Ca. J 1 personally known to me, or proved to be the person(a)-whose nam and acknowledged to me that Witne hand and official ��tt lily I I IA /Z. 64 a d= 9:;: \-1 T V I N i la I 4 G N Z 2 H I D I c, Nn tuns H m 1 lu1 1 I N w 1 r- I N is. (4 0 -4 l o is N m I ,1' D i lY to I m I r 1 m I -t }/S Ji 9'r I' v° T 4 9•/ y IA o l y A 4. 7 N 2.45 'E /13.98 P d 0 ,4 2 Ps �'6i_/ .P 0. A e 1 Oa e on the basis of satisfactory evidence bscribed to the within instrument, executed the same. t L_— n G A s (IN aVIDUAL) OP IN.N OF 4 On d,L of 2 7 ay before me, the undersigned, a Notary Public in and for said County, Personally appeared s l.. )71, iAA. �MiN �s aI�FMInf 1 a iv M.f NOTARY PUBLIC CALIFORNIA OFFICIAL SEAL CYNTHIA A RHOADES t 4 SANTA CLARA COUNTY My comm. expires NOV 20, 1989 ...'.r (This area for official notarial seal) ALL CALIFORNIA TITLE COMPANY #15379 -CW WHVN RECORDED MAIL TO: Cougtfof Santa Clara Sat on Desartment. 70 San 1 0.4 0,1111 RE: TRACT 7888 Bohlman Road, S3Yatoga 1 TRANSFER OF SANITARY SEWERAGE SYSTEM TITLE TO COUNTY SANITATION DISTRICT NO. 4 8993738 FOR VALUABLE CONSIDERATION, the receipt of which is hereby acknowledged, the undersigned, MORROW INVESTMENTS LTD. AND ALL LTFORNIA TITLE COMPANY who pro se(s) to construct, and will be the sole and exclusive owner(s) of the sewer system described as follows: 1,035i feet of 6" sanitary sewer and appurtenances installed with Tract 7888, City of Saratoga, CA, all in accordance with the improvement plan prepared by Jennings- McDermott Heiss, Inc. Job No. 2711, Recorp� at the request of A CALIFORNIA TITLE COMPASS' O San CT K24314.1 County, Official 986 R h s. u r hereby gant(s),;assign(s), and transfer(s) to COUNTY. SANITATION DISTRICT "NO. 4, a County Sanitation District, all of the right, title and interest of the undersigned, now or hereafter acquired, in said sewerage system. THt :CONDITIONS of this transfer are as follows: 1. It shall not become effective until said sewerage system has been completed, in accordance with the approved plans and specifications, to the satisfaction of the District's Engineer, and the Board of Directors of said District has adopted its Resolution of Acceptance of the transfer. 2. The obligations of faithful performance and maintenance assumed by the undersigned, and guaranteed by various bonds heretofore or hereafter filed with said District,, shall remain.in full force and effect for the period or periods stipulated in said bonds. CORPORATE ACKP*OWI.EDOMENT 1 State of California CORPORATE ACKN 3. Except as to the matters covered by said bonds, the acceptance of title by said District, as hereinabove provided, shall constitute an assumption by said District of all liability for damage, or claim of damage, of any nature thereafter arising out of the operation and /or maintenance of said sewerage system. IN WITNESS WHEREOF, the undersigned has (have) executed this Transfer of Title this 15th day of October 198 State of County of Santa Clara samettosessesosseceseceacescesecscisce: OF$CIAL SEAL t R PARKA BRUMMETT E HOMY KWIC. CALIFORNIA SANTA CIA*A COUNTY 2 My Cenueledoa Expires Oct. 10, 1989 2 FORNIAA TLE COMPANY BY: BY: MORROW INVESTME` T TD s eea ALL —C California i rrc irr���� e On this the 15th day of October H. Patrica Brummett the undersigned Notary Public, personally appeared Brian H. Morrow ,&d personally known to me proved to me on the basis of satisfactory evidence to be the person(s) who executed the within instrument as President or on behalf of the corporation therein named, and acknowledged to me that the corporation executed it. WITNESS my h n d offlcial seal. On this the 17th day o f October 19 8 before me, H. Patrice Brummett the undersigned Notary Public, personally appeared Gary P. Gemma EX personally known to me proved to me on the basis of satisfactory evidence to be theperson(s) who executed the within instrument as President or on behalf of the corporation tDerefn named, and acknowledged to me that the corporation executed it. WITNESS my h and official seal (1 (1 ma. set sa lla PROD; ;CF'- INSURED Paul J. Scala Insurance Agcy. P.O. Box 926 Campbell, Ca. 95009 Brian H Debbie L Morrow 180 Belwood Gateway Los Gatos, Ca. 95030 10/10/83 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE R THIS TO CERTIFY TN PO OF INSURANCE LISTED BELOW HAVE BEEN ISSUEOTO THE INSURED NAMED ABOVE FOR THE POLICY PERIODINDICATED. NO AMMO At1 O TERM OR CON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY SE I OR MAY PERTAIN, THE INSURANCE COMMON AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS, AND CONDI- TIO OF SUCH Past. TYPE OF INSURANCE GENMRAL LIABILITY COMPREHENSIVE FORM PREMISES/OPERATIONS N 8 COLLAPSE HAZARD PRODUCTS/COMPLETED OPERATIONS CONTRACTUAL INDEPENDENT CONTRACTORS BROAD FORM PROPERTY DAMAGE PERSONAL INJURY AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS (PRI/. PASS.) AU. OWNED AUTOS R N HIRED AUTOS NON -OWNED AUTOS GARAGE LIABILITY EXCESS LIABILITY UMBRELLA FORM OTHER THAN UMBRELLA FORM OTHER WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY Homeowner POLICY NUMBER POLICY EFFECTIVE DATE (MM/CONY) SCRIPTION OF OPERATIONS /LOCATIONSNEHICLES/SPECIAL ITEMS licy ;vides $1,090,000 liability coverage which extends to parcel #517- 13-15, 517 -13 -048 t y of Saratoga di i nip Depart, ent atop, Ca. 95070 HP7523042 COMPANY A LETTER United Pacific Ins. COMPANY s LETTER COMPANY C LETTER COMPANY D LETTER COMPANY E LETTER 0/9/86 POLICY EXPIRATION DATE (MMODAIV) 10/9/87 LIABILITY LIMITS IN THOUSANDS OCCURRENCE BODIL INJURY PROPERTY DAMAG 91 PO COMBINED PERSONAL INJURY %OIL N URY (PER PERM I PROPERTY DAMAGE BI 8 P0 COMBINED BI 8 PD COMBINED STATUTORY AGGREGATE (DISEASE- POLICY LIMIT) (DISEASE -EACH EMPLOYEE) (EACH ACCIDENT) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX- PIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO DAYS FICATE HOLDER NAMED TO THE AILURE TO NO TKIN OA UA911ITY a1F.1...1` T P ATIVES. C r, ALL TITLE COWANY TO: 2255 S. Bascom Ave. Campbell, California 95008 (408) 559 -3424 CENTURY MEDALLION 14481 Big Basin Way Saratoga, CA. 95070 ATTN: Veda Call PRELIMINARY REPORT Date as of July 11 19R6 at 7:30 a.m. MORROW INVESTMENT LTD., A CALIFORNIA CORPORATION ESCROW No. ESCROW OFFICER TITLE OFFICER 7/20/86 GS 15379 CM Carolyn Wilson B. Victorino BUYER CRAIK, James and Judi SITUS: NONE In response to the above referenced application of title insurance, All- California Title Company hereby reports tried it is prepared to issue, or cause to be issued, as of the date hereof, a Policy or Policies of Title Insurance describing the and the estate or interest therein set forth, insuring against loss which may be sustained by reason of any defect, lien or encumbrance not shown or referred to as an Exception below or not excluded from coverage pursuant to the printed Schedules, Conditions and Stipulations of said Policy forms. The printed Exceptions and Exclusions from the coverage of said Policy or Policies are set forth in Exhibit A attached, Copies of the Policies Forms should be read. They are available from the office that issued this report. This report (and any supplements or amendments hereto) is issued solely for the purpose of facilitating the issuance of a policy of title insurance and no liability is assumed hereby. If it is desired that liability be assumed prior to the issuance of a policy of title insurance, a Binder or Commitment should be requested. This report is subject to a $150.00 cancellation fee as required by Section 12404 of the Insurance Code and Rule 2 of the Department of Insurance Bulletin NS -35E. The form of policy of title insurance contemplated by this report is: ALTA and or CLTA. The estate or in$reat in the land hereinafter described or referred to covered by this Report is: A FEE. PARCELS ONE AND TWO: A FEE PARCELS THREE, FOUR AND FIVE: EASEMENTS Title to said estate or interest at the date hereof is vested in: The land referred to in this Report is situated in the State of California, County of Santa Clara, and is deacrlbud as follows: See Exhibit "A" for Legal Description N O T I C E On January 1, 1985 Sections 12413 and 12413.5 of the California Insurance Code became effective. Also Section 123989 of California Insurance Code was amended effective January 1, 1985. In effect these sections and the amendment requires that any title insurer, underwritten title company and controlled escrow company handling funds in an escrow or a subescrow capacity must deposit all cash, checks and drafts into its escrow depository bank account before making disbursements, and therefore prior to recording your transaction. When checks (including cashier's, certified and traveler's checks), share drafts and money orders are drawn on or issued by an office of a financial institution located outside of the State of California disbursement cannot be made by A11- California Title Company until verification that item has been paid into our escrow depository bank account or until 10 days has passed since deposit into our escrow depository bank account. This ruling also includes any DRAFT (other than a share draft). TO AVOID ANY DELAYS AS A RESULT OF THE ABOVE CODE SECTIONS WE RECOMMEND YOU CONSIDER DOING THE FOLLOWING: a. Use checks, share drafts or money orders drawn on or issued by offices of financial institutions located within the State of California. b. Request the financial institution located outside of the State of California to wire transfer the funds to A11- California Title's escrow depository bank account. c. Avoid using drafts. If you have any questions about the effect of the new sections cited above please cell All California Title Company at" 559 scip f 15379 CW EXHIBIT "A" the land referred to herein is situated in the City of Saratoga, County of Santa Clara, State of California, and is described as follows: PARCEL ONE: A PORTION of the parcel of land conveyed to Catherine F. Doyle, et al, by Deed recorded March 3, 1899 in Book 217 of Deeds, Page 168, Santa Clara County Records, described as follows: BEGINNING at the Northwesterly corner of Parcel 1 of the Record of Survey of a portion of the lands of the Hincks Estate in Section 12, Township 8 South, Range 2 West, M.D.B. M., in the City of Saratoga, Santa Clara County, California, filed August 12, 1966, Map Book 213, Page 32, Santa Clara County Records: thence along the Westerly prolongation of the Northerly boundary line of said Parcel 1 fie 1$7 15' W., 227.44 feet to the Northeasterly corner of Parcel 2 of the -Record of Survey for Joseph Gresham, et al, filed January 9, 1964, Map Book 171, Page 35, Santa Clara County Records; thence along the Easterly line of said Parcel 2, 5. ee` T° Jt 702.'B feet to a point in the Northerly line of the parcel conveyed to Clifford Conly by Deed recorded October 6, 1931 in Book 582 of Official Records, Page 587; thence along the Northerly and Easterly lines of said parcel conveyed to Clifford Conly the following courses and distances: East along an undefined course, 375.21 feet, more or less; 5. 20 42' E., 80.28 feet; South, along an undefined course, 34.14 feet, to a point in the Southerly line of said parcel conveyed to Catherine F. Doyle, et al; thence East along the last mentioned line 277.5 feet, more or less, to the line described in the Quitclaim Deed to Sisters of Notre Dame De Namur, recorded September 1, 1978, Book D927 of Official Records, Page 141; thence along the lines described in said Deed Northerly to the Easterly prolongation of the Northerly line of Parcel 1 of the Record of Survey filed in Map Book 213, Page 32; thence along said prolongation N. 87° 15' M., 193.82 feet, more or less, to the Northeast corner of said Parcel 1; thence aleng'the Easterly, Southerly and Westerly lines of said Parcel 1, the following courses and distances: S. 2 45' W., 113.98 feet; 5. 61 51' E. 42.51 feet; 31 46' 17" E., 80.79 feet; N. 78 02' W., 142.72 feet; N. 87 1r W;y j9 feet end N. O° 53' 13" W., 180.85 feet to the Point of PARCEL TWO: PARCEL 2 as shown on the Record of Survey for Joseph Gresham, et al, filed January 9, 1964, Map Book 171, Page 35, Santa Clara County Records, described as follows: CONTINUED 15379 CW �^1 f BEGINNING at the Northwesterly corner of the parcel conveyed to Catherine F. Doyle, et al, recorded March 3, 1899, Book 217 of Deeds, Page 168: thence along the Northerly line of the last mentioned Parcel S. 89 16' E., (S. 87 15' E.) 40.48 feet to the True Point of Beginning: thence along the last mentioned 1' ire re 16' E., (87 13' E.) 37.86 feet: thence S. 0° 40' 30" 709a tOdnee MOND 16:3 fast, we shown on said Record of Survey, to a We terly bbupdsry of said parcel conveyed to Doyle; thence M. $4 45' W., 52.63 feet_ tai the SsutherateL Corner of Pelmet 1, 80 ahoy on said Record of Survey; .tense alaftg the Easterly line of 00id Parcel 1 N. 01 40' 30" W., 445.67 feet tp the True Point of Beginning. PARCEL THREE: AN EASEMENT for ingress and egress, 25 feet wide, the centerline of which is described as follows: BEGINNING at a point in the center line of the Bollman Road, so called in Section 12, Township 8 South, Range 2 West, M.D.B. M., said point being located the following courses distances from the Northwest corner of the Southwest quarter of i 1 0° 40 1/2' Wet 803 feet along the Sectipn ine, 15' teat Bi along a Line between the lends now'br or*erly'of le and MCDobald and its projection to the center line of said Bollman Road, South 34 09' Eset 244.5 feet and South 1D 09' East 47.4 feet elu% Soliean Road`, running ho e from Said' point of begin- S; i 42.7 Vet; thanes S. 9 West 523 feel; thrones' South 12° 24' Wet 43 fee, t eMm SoudS 21' 12' West 31 6 feat: thence `South 32 19' feet Se feet; thence South 50 West 51 feet, thence West 27 feet to a- point in a fence line marking the Eastern boundary of the lands conveyed to Catherine F. Doyle, et al, by Deed recorded March 3, 1899, Book 217 of Deeds, Page 168, Santa Clara County Records, as granted to Mabel L. Pierce by Deed recorded August 6, 1938, Book 889 of Official Records, Page 287.60 raw PARCEL FOUR: AN EASEMENT for pole line purposes and for installation and maintenance of pipe lines for the distribution of water and gas, 10 feet wide, the North- westerly and Southwesterly lines of which are described as follows: CONTINUED 15379 CW BEGINNING at the point of intersection of the Southwesterly line of the Bollman Road with the Northwesterly line of the Bollman Road with the North- westerly line of that certain parcel of land described as Parcel 2 in the Deed to Sisters of Notre Dame De Namur, California Province, a corporation, recorded August 3, 1936 in Book 779 of Official Records, Page 465: thence along said Northwesterly line of the property so described in said Deed, South 43 West to the Southwesterly line of the parcel so described; thence South easterly along the Southwesterly line of the parcel so described to a point thereon'which is 10 feet Southeasterly from the Northeasterly corner of that certain 18.48 acre tract of land, conveyed to Catherine F. Doyle, et al, by Deed recorded March 3, 1899, Book 217 of Deeds, Page 168, Santa Clara County Records, as granted to Mabel L. Pierce by Deed recorded August 6, 1938 in Book 889 of Official Records, Page 287. Also, over all that area as reserved in the Quit Claim Deed from Margaret Hincks Dyer, as executor of the Estate of Hazel Pierce Hincks, deceased, recorded September 1, 1978, Book D927 of Official Records, Page 141. PARCEL FIVE: AN EASEMENT appurtenant to Parcels One Two above for ingress and egress and installation and maintenance of public utilities 30.00 feet wide the center- line being described as follows: NO. 1 BEGINNING at the intersection of the Northwesterly terminus of the centerline of that certain access easement with a Southeasterly line of Parcel One as shown on that certain record of survey filed in .Book 21) of Mss at ja9e 3L, Santa Clara County Records; thence from said point of beginning a ong t e Northwesterly prolongation of said centerline N 58 13' 43" W. 36.06 feet: thence along a curve to the right, having a radius of 163.00 feet, through a central angle of 23 54' 43" for an arc length of 68.03 feet to a point of reverse curvature: thence along a curve to the left, having a radius of 223.00 feet, through a central angle of 12 31' 00" for an arc length of 48.72 feet; thence N. 46 50' 00" W. 20.00 feet; thence along a curve to the left, having a radius of 103.00 feet, through a central angle of 40 25' 00" for an arc length of 72.66 feet to a point 15.00 feet (measured at right angles) South- erly from the Northerly line of said Parcel One; thence parallel with said line N. 87 15' 00" W. 207.00 feet; thence leaving said parallel line with a tangent curve to the left, having a radius of 51.00 feet, through a central angle of 92 05' for an arc length of 81.97 feet; thence tangent S. 0 40' W. 112.64 feet to the Southerly line of said parcel, being distant thereon S. 87 20' 13" E. 39.60 feet more or less from the Southwest corner of said parcel. aJNTINUED- 15379 CW NO. 2 BEGINNING at the Northwest corner of said Parcel One, thence along the Westerly line S. 0 53' 13" E. 60.00 feet to the point of beginning and being the centerline of this 30 feet wide easement: thence leaving said Westerly line, S. 80 00' E. 28.00 feet more or less to the Westerly side line of the 30 feet wide easement as described in No. 1 above. 7/20/86 GS 15379 CW 1 At the date hereof exceptions to cov ge in addition to the printed Exception& y Exclusions in said policy form would be as follows: 1. Taxes for the fiscal year 1986/87, a lien, but not yet due or payable. 2. Sale to the State of California for non payment of Taxes for the fiscal year(s) 1985/86 Bill No. 517 -13 -015 7. An easement for In favor of Recorded Affects 32 v 1 3. Sale to the State of California for non- payment of Taxes for the fiscal year(s) 1985/86 Bill No. 503-48 -032 The amount to redeem on or before July 31, 1986 is $313.42 and on or before August 31, 1986 is $317.30. 4. Any amounts which may be added to the property tax amounts for fiscal year 1979 -80 and 1980 -81, and 1982 -83 by reason of a reappraisal of any improvements added to, or change of ownership of, the herein described premises subsequent to March 1, 1975. 5. "The lien of supplemental taxes, if any, assessed pursuant to the provisions of Section 75, et. seq. of the Revenue and Taxation Code of the State of California 6. An easement shown or dedicated on the filed Map. For Access Easement Affects the Northeasterly portion of the premises as shown on Record of Survey recorded in Map Book 213, Page Ingress and Egress is $6,070.06 and on or A strip of land of the centerline of which is shown on the Record of Survey of a portion of the lands of the Hincks Estate in Section 12, Township 8 South, Range 2 West, M.D.B. M. in the City of Saratoga, Santa Clara County, California filed August 12, 1966, Map Book 213, Page 32, Santa Clara County Records, and more particularly described as follows: 15379 CW 8. Declaration of Road Maintenance Agreement by and between Morrow Invest- ment Ltd., a California Corporation and Bruce L. Williams and L. Victoria Williams, his wife recorded September 30, 1985 in Book J471 of Official Records, Pages 1622. 9. Deed of Trust to secure an indebtedness of $500,000.00 and any other trusts therein set forth, Recorded June 26, 1986 in Book J742 of Official Records, Page 121; NOTES: BEGINNING at the Easternmost corner of Parcel One, as shown on said Record of Survey, thence S. 31 46' 17" W., 20.00 feet to the True Point of Beginning; thence along the following courses and distances: S. 58 13' 43" E., 134.64 feet; S. 38 05' 13" E., 116.57 feet; S. 22 29' 45" E., 128.76 feet; S. 02 56' 43" E., 101.82 feet and S. 65 53' 13' E., 32.37 feet to a point on the Easterly boundary of the parcel of land conveyed to Catherine F. Doyle, et al, by Deed recorded March 3, 1899, Book 217 of Deeds, Page 168, Santa Clara County records: thence contin- uing along said existing road to the common boundary line established by the Quit Claim Deed to the Sisters of Notre Dame De Namur, recorded September 1, 1978, Book D927 Official Records, Page 141. The width of said easement is not as yet defined of record. Dated June 24, 1986 Trustor(s) MORROW INVESTMENT LTD., a California corporation Trustee ALL CALIFORNIA TITLE COMPANY, a California corporation Beneficiary PAUL L. HULME AND HELGA A. HULME or his /their Successor(s) Trustees under Trust Agreement dated April 26, 1976 as Amended (899 Park Ave., San Jose, Ca. 95126) 91 The last recorded instrument(s) conveying record title to the premises is /are: GRANT DEED executed by American Savings and Loan Association, formerly known as State Savings and Loan Association, Grantor(s), to Morrow Investment Ltd., a California corporation, Grantee(s), recorded September 30, 1985 in Book J471 of Official Records, at Page 1618. The last conveyances affecting said land recorded within the last six months, prior to the date of this report are: NONE. 02 Pursuant to Santa Clara County Ordinance No. NS- 300.266, said premises will be subject to the Survey Monument Preservation fund fee of $10.00 upon conveyance. 9/30/85 ARB NOS. 517 -13 -15 503 -48 -32 bv/gs 7/29/86 Compared by This policy does not insure against loss or damage, nor against costs, attorneys' fees or expenses, any or all of which arise by reason of the following: Part I 1. Taxes or assessments which are not shown as existing lens by the ratted* of aay taghs; authority that levies taxes or assessments on real property or by the public records. Proceeding* by a public agency which may result in taxes or aasessmsnta, or Sot lo ra of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Any facts, rights, integrate or claims which are not shown by the ptkfttc records but which could be ascertained by an inspection of the tend irr by making inquiry of persons in possession thereof. 3. Easements, liens or encumbrances, or claims thereof, which are not shown by the, public records. 4. Discrepancies, conflicts in boundary lines, shortage In area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by the public records. 5. (a) Unpatented mining claims; (b) reservations or except• ions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 6. Any right, title, interest, estate or easement in land beyond the lines of the area specifically described or referred to in Schedule A, or in abutting streets, roads, avenues, alleys, lanes, ways or waterways, but nothing in this para- graph shall modify or limit the extent to which the ordinary right of an abutting owner tor access to a physically open street or highway is insured by this policy. EXHIBIT A CALIFORNIA LAND TITLE ASSOCIATION STANDARD COVERAGE POLICY -1973 SCHEDULE B AMERICAN LAND TITLE ASSOCIATION RESIDENTIAL TITLE INSURANCE POLICY -1979 EXCLUSIONS 7. Any law, ordinance' or governmental regulation (in- cluding but not limited to building and zoning ordinances) restricting or regulating or prof li biting the occupancy, use or enjoyment of the land, or regulating the character, dimen- sjons or location of any Improvement now or hereafter erected on the land, or prohibiting a separation in ownership or a reduction In the dimensions or area of the land, or the effect of any violation of any such law, ordinance or govern- mental regulation. 8. Rights of eminent domain or governmental rights of police owner unless notice of the exercise of such rights appears in the public records. 9. Defects, (lens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed or agreed to by the insured claimant; (b) not shown by the public records and not otherwise excluded from coverage but known to the Insured claimant either al Date of Policy or at the date such claimant acquired an estate or interest insured by this policy or acquired the insured mortgage and not disclosed In writing by the insured claimant to the Company prior to the date such insured claimant became an Insured hereunder; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy; or (e) resulting in loss or damage which would not have been sustained if the insured claimant had been a purchaser or encumbrancer for value without knowledge. In addition to the exceptions in Schedule B, you are not insured against loss, costs, attorneys' fees and expenses resulting from: 1. Governmental police power, and the existence or violation of any law or government regulation. This includes build- ing and zoning ordinances and also laws and regulations concerning: land use imptpvetnents on the land land division environmental protection This exclusion deo* not limit the zoning coverage described in Items.12 and 13 of Covered Title Risks. 2. The right to take the land by condemning lt, unless a notice of taking appears in the public records on the Policy Date. 3. Title Risks: that are created, allowed, or agreed to by you that are known to you, but not to ua, on the Policy Date unless they appeared in the public records. that result In no lose to you that WOO/loot yourtltle afterthe PolicyDate this doss not limit the labor and material lien coverage in Item 8 of Covered Title Risks 4. Failure to pay value for your title. 5. Lack of a right: to any land outside the area specifically described and referred to in Item 3 of Schedule A or in streets, alleys, or waterways that touch your land. This exclusion does not limit the access coverage In Item 5 of Covered Title Risks. EXHIBIT A (Cont'd) AMERICAN LAND TITLE ASSOCIATION LOAN POLICY-1970 WITH A.LT.A. ENDORSEMENT FORM 1 COVERAGE (AMENDED 10.1770) SCHEDULE OF EXCLUSIONS FROM COVERAGE The following matters ire expressly excluded from the coverage of this policy: 1. Any law, ordinance or governmental regulation (including but not limited to building and zoning ordinances) restrict- ing or regutiling OrprOhibiting the occupancy, use or enjoyment of the land, orzegulating the character, dimensions or location of*ny finprovement now or hereafter erected on the land, or prohibiting a separation in ownership ora reduc- tion in the Iitmattalons or area of the land, or the effect of any violation of any such law, ordinance or governmental regulation. 2. Rights of eminent main or governmental rights of police power unless notice of the exercise of such rights appears in the public reco at Dale of Policy. 3. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed or agreed to by the insured claimant; (b) not known to the Company and not shown by the public records but known to the insured claimant either at Date of Policy or at the date such claimant acquired an estate or interest insured by this policy or acquired the insured mortgage and not disclosed in writing by the insured claimant to the Company prior to the date such insured claimant became an insured hereunder; (c) resulting In no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy (except to the extent insurance is afforded herein as to any statutory lien for labor or material or to the extent insurance is afforded herein as to assessments for street improvements under construction or completed at Date of Policy.) 4. Unenforcr bfl(ty of the lien of the insured mortgage because of failure of the insured at Date of Policy or of any sub- sequent owner of the indebtedness to comply with applicable "doing business" laws of the state in which the land is situated. AMERICAN LAND TITLE ASSOCIATION OWNER'S POLICY FORM B -1970 (AMENDED 10.17:70) SCHEDULE OF EXCLUSIONS FROM COVERAGE 1. Any law, ordinance or governmental regulation (including but not limited to building and zoning ordinances) restrict- ing or regulating or prohibiting the occupancy, use or enjoyment of the land, or regulating the character, dimensions or location of any improvement now or hereafter erected on the land, or prohibiting a separation in ownership or a reduc- tion in the dimensions of area of the land, or the effect of any violation of any such law, ordinance or governmental regulation. 2. Rights of eminent domain or governmental rights of police power unless notice of the exercise of such rights appears in the public records at Date of Policy. 3. Detects, liens; encumbrances, adverse claims, or other matters (a) created, suffered, assumed or agreed to by the Insured claimant; (b) not known to the Company and now shown by the public records but known to the insured claimant either at Date of Policy or at the date such claimant acquired an estate or Interest by this policy andnot dis- closed in writing by the insured claimant to the Company prior to the date such insured claimant became an insured hereunder; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Polity; (e) resulting In loss or damage which would not have been sustained lithe insured claimant had paid value for the estate or Interest insured by this policy. 0 4.1 t401....... PIM -1 a ge Of t fl 2 i 9 A 1 1 nt g IN n 1 z II.• ,44 Z II n vs P 't ..o a r J a c z lilli S .4 C r ti? .4C il. 70 rn in I S x i t z z XI IP 4 Pa' I X 0 in 1 in Cie z ts ii N I 1 n rn Yr r- in r". A n 1 -4 r 0:4 At .1, k" A n l I ti c. z is o f n r 1 SWIM& R O S. qt -4 .,AV: t is 1 300 1120) 17 10,00 Z 0 (•2i 2: f. c _4 Tpiq T \TLE F P Mal TITLE COMPANY 2255 S. Bascom Ave. Campbell, Califomia 95008 (408) 559 -3424 PRELIMINARY REPORT ESCROW No. 15544 CW T0: JENNINGS- MCDERMOT1- HEISS, INC. ESCROW OFFICER Carolyn 925 Regent Street Wilson San Jose, Ca. 95110 TITLE OFFICER 8. Victorino AT1N: William Heiss Job 112749 BUYER SITUS: 15175 Nortnn Rr1. Saratoga In response to the above referenced application of title insurance, All- California Title Company hereby reports that it is prepared to issue, or cause to be issued, as of the date hereof, a Policy or Policies of Title Insurance describing the land and the estate or interest therein set forth, insuring against loss which may be sustained by reason of any defect, lien or encumbrance not shown or referred to as an Exception below or not excluded from coverage pursuant to the printed Schedules, Conditions and Stipulations of said Policy forms. The printed Exceptions and Exclusions from the coverage of said Policy or Policies are set forth in Exhibit A attached, Copies of the Policies Forms should be read. They are available from the office that issued this report. This report (and any supplements or amendments hereto) is issued solely for the purpose of facilitating the issuance of a policy of title insurance and no liability is assumed hereby. If it is desired that liability be assumed prior to the issuance of a policy of title insurance, a Binder or Commitment should be requested. This report is subject to a $150.00 cancellation fee as required by Section 12404 of the Insurance Code and Rule 2 of the Department of Insurance Bulletin NS -35E. Date as of 7u1 y R 19 B6 at 7:30 a.m. TM form of policy of title insurance contemplated by this report is ALTA and or CLTA. The estate or interest in the land hereinafter described or referred to covered by this Report is: A FEE. PARCELS ONE AND THREE: A FEE PARCELS TWO AND FOUR: EASEMENTS Title to said *at or interest at the date hereof is vested in: GREGORY T. FOX AND BONNIE FOX, husband and wife, as Community Property 7/30/86 GS The land referred to in this Report is situated in the State of California, County of Santa Clara, and Is described as follows: See Exhibit "A" for Legal Description N O T I C E On January 1, 1985 Sections 12413 and 12413.5 of the California Insurance Code became effective. Also Section 123989 of California Insurance Code was amended effective January 1, 1985. In effect these sections and the amendment requires that any title insurer, underwritten title company and controlled escrow company handling funds in an escrow or a subescrow capacity must deposit all cash, checks and drafts into its escrow depository bank account before making disbursements, and therefore prior to recording your transaction. When checks (including cashier's, certified and traveler's checks), share drafts and money orders are drawn on or issued by an office of a financial institution located outside of the State of California disbursement cannot be made by A11- California Title Company until verification that item has been paid into our escrow depository bank account or until 10 days has passed since deposit into our escrow depository bank account. This ruling also includes any DRAFT (other than a share draft). TO AVOID ANY DELAYS AS A RESULT OF THE ABOVE CODE SECTIONS WE RECOMMEND YOU CONSIDER DOING THE FOLLOWING: a. Use checks, share drafts or money orders drawn on or issued by offices of financial institutions located within the State of California. b. Request the financial institution located outside of the State of California to wire transfer the funds to All- California Title's escrow depository bank account. c. Avoid using drafts. If you have any questions about the effect of the new sections cited above please call A11- California Title Company at 559 39Dli 15544 CW PARCEL ONE: EXHIBIT "A" The land referred to herein is situated in the City of Saratoga, County of Santa Clara, State of California, and is described as follows: PARCEL A of Parcel Map, being a portion of the West 1/2 of Section 12, Township 8 South, Range 2 West, M.D.B. M., Parcel Map filed May 30, 1978 in Map Book 419, Page 27, Santa Clara County Records. RESERVING THEREFROM an easement for ingress and egress for the Parcel B of said Parcel Map, over Norton Road aND Bohlman Road said Map. EXCEPTING THEREFROM that portion conveyed to J. Ray Dettling, instrument recorded November 6, 1979 in Book E917 of Official 515, and being more particularly described as follows: PARCEL TWO: PARCEL THREE: benefit of as shown on et al, by Records, Page A PORTION of Section 12, Township 8 South, Range 2 West, Mount Diablo Base and Meridian, described as follows: BEGINNING at an iron pipe being the 1/4 section corner on the westerly boundary of west 1/2 of Section 12, Township 8 South, Range 2 West, Mount Diablo Base and Meridian; thence S. OO 19' 04" E., 971.24 feet to the true point of beginning, which is the most southwesterly corner of property granted to Gregory Fax, et ux, described as Parcel A in Parcel Map recorded May 30, 1978 in Book 419 of Maps, Page 27, Santa Clara County Records: thence along the most southerly boundary line of said Parcel A which is also the common boundary line of said Parcel A and properties granted to J. Rey Dettling and Tessie A. Salmon by Deed recorded September 16, 1976 in Book 284, page 521, Santa Clara County Records, S. 89 59' 34" E. 100 feet: thence leaving said common boundary line N. 00 19' 04" W. 50 feet; thence N. 89 59' 34" W., 100 feet to the most westerly boundary line of said Parcel A which is also a common boundary line of said properties granted to J. Ray Dettling and Tessie A. Salmon; thence S. 00 19' 04" E., 50 feet along the common boundary line to the true point of beginning. AN EASEMENT appurtenant to Parcel One above for ingress and egress over portions of Norton Road and Bohlman Road lying within Parcel 8, as shown on Parcel Map, being a portion of the West 1/2 of Section 12, Township 8 South, Range 2 West, M.D.B. M. A PORTION OF SECTION 12, Township 8 South, Range 2 West, Mount Diablo Base and Meridian, described as follows: 15544 CW BEGINNING at an iron pipe at the most northerly corner of the 1.271 acre tract of land conveyed to John Randolph Pollard, by Deed recorded April 25, 1951 in Book 2198 of Official Records, Page 440, Santa Clara County Records, and at the most easterly corner of the 1.811 acre tract of land conveyed to Calvert Kane, et ux, by Deed recorded April 25, 1951 in Book 2198 of Official Records, page 443, Santa Clara County Records: thence along the northeasterly line of said 1.811 acre tract N.31 44' 30" W., 37.04 feet to an iron pipe and N. 75 54' 30" W., 122.31 feet to an iron pipe: thence leaving said line of said 1.811 acre tract N. 45 22' 25" E., 117.26 feet to an iron pipe; thence 5. 89 23' 10" E..:434.13 feet to an iron pipe in the center line of Bohlman Road, 60 feet wide, as established by Deed to the County of Santa Clara, recorded May 9, 1951 in Book 2208 of Official Records, page 156, Santa Clara County Records; thence along the centerline of said road, N. 39 38' 30" W., 52.41 feet to an iron pipe in the northerly line of the 65 acre tract of land described in the Deed to Lorrill A. Palm, et ux, recorded April 15, 1947 in Book 1466 of Official Records, page 285, Santa Clara County records: thence along said line of said 65 acre tract, which is also the common boundary line between properties granted to Gregory Fox, et ux, described as Parcel A in Parcel Map recorded May 30, 1978 in Book 419 of Maps, page 27, Santa Clara County Records, and properties granted to J. Ray Dettling and Tessie A. Salmon by Deed recorded September 16, 1976 in Book C284 of Official Records, Page 521, Santa Clara County Records, N. 89 23' 10" W., 161.31 feet to the true point off .ring; thence leaving end nelary line 5. 00 13' W. a tdt its 471114 of 25.0 feet; theme M. 84 23' 10" W. for a total distance of ce N. DO 13' E. for a total dis 200 test ;ehtance of 25.0 feet to said common boundary line; thence S. 89 23' 10" E. for a total distance of 200 feet along said common boundary line to the true point of beginning. PARCEL FOUR: A NON EXCLUSIVE EASEMENT for installation of an underground water supply line and ingress and egress rights along said easement for the sole purpose of maintaining and improving said underground water supply line. SAID EASEMENT is a strip of land 16 feet wide, the southeasterly and southerly sides of which are bounded and described as follows: BEGINNING at an iron pipe in the most southerly corner of the 1.096 acre tract granted to J. Ray Dettling and Tessie A. Salmon by Deed recorded September 16, 1976 in Book C824 of Official Records, Page 521, Santa Clara County Records; thence along and coterminous with the southeasterly side of said 1.096 acre tract N. 45 22' 25" E. 117.26 feet to an iron pipe: thence S. 89 23' 10" E. for a distance of 100 feet. 7/30/86 GS 15544 CW At the date hereof exceptions to co ge in addition to the printed Exception .d Exclusions in said policy form would be as follows: 1. Taxes for the fiscal year 1986/87, a lien, but not yet due or payable. 2. Any amounts which may be added to the property tax amounts for fiscal year 1979 -80 and 1980 -81, and 1982 -83 by reason of a reappraisal of any improvements added to, or change of ownership of, the hereindescribed premises subsequent to March 1, 1975. 3. "The lien of supplemental taxes, if any, assessed pursuant to the provisions of Section 75, et. seq. of the Revenue and Taxation Code of the State of California 4. Right of way over traveled road and water rights reserved in the Deed from J.C. Hutchison recorded June 13, 1882 in Book 63 of Deeds, Page 503. The records do not disclose the specific location thereof. 5. An easement for public utilities and incidental purposes In favor of Pacific Gas and Electric Company Recorded April 21, 1934 in Book 515 of Official Records, Page 517. Affects the records do not disclose the specific location thereof 6. An easement for pole line and incidents thereto In favor of Pacific Gas and Electric Company Recorded April 21, 1934 in Book 683 of Official Records, Page 226. 7. An easement for ingress and egress over a 25 foot strip of the premises and pole line and pipe line easement over a 10 foot strip of the premises In favor of Mabel L. Pierce Recorded August 6, 1938 in Book 889 of Official Records, Page 287. 8. An easement for underground gas pipe line and incidents thereto Granted to Pacific Gas and Electric Company by The College of Notre Dame Recorded June 21, 1950 in Book 2001 of Official Records, Page 533. Upon the date of the foregoing Deed the title to the premises was vested in the Sisters of Notre Dame de Namur, California province, a corporation. 9. Agreement, on the terms and conditions contained therein, recorded September 20, 1950 in Book 2057 of Official Records, Page 22D: For Private water systems and right of way Executed by Lorrill A. Palm and Virginia Hansen Palm and The Saratoga Heights Mutual Water Company, a corporation. 15544 CW By Deed recorded August 29, 1973 in Book 0541 of Official Records, Page 103, all easements and rights of way for use in maintaining and operating a water supply system were granted to The Saratoga Heights Mutual Water Company, a California non profit corporation, for their use under above Agreement. 10. Covenants, conditions and restrictions, but deleting restrictions, if any, based on race, color, religion or national origin, as contained in the Declaration of Restrictions; Recorded April 25, 1951 in Book 2198 of Official Records, Page 431. 11. An easement for road purposes over Bohlman Road and Norton Road, 60 feet wide In favor of the County of Santa Clara Recorded October 19, 1956 in Book 3637 of Official Records, Page 1. 12. An easement for ingress and egress In favor of Herbert Fenolio, et ux Recorded February 16, 1960 in Book 4697 of Official Records, Page 250. 13. An irrevocable offer to dedicate property for street purposes dated June 11, 1965, recorded July 1, 1965 in Book 7016 of Official Records, Page 626, executed by the Sisters of Notre Dame de Namur, California Province, a corporation, to the City of Saratoga. Said offer for dedication can only be accepted by resolution of the City Council. 14. Note, as shown on the Parcel Map filed for record May 30, 1978 in Map Book 419, Page 27, as follows: "Building site approval agreement for the improvement of Bohlman Road and Norton Road, as follows: A. Construct driveway approach 16 feet widt of property line flared to 24 feet at street paving use double coat oil and screening or better on 6 inch base rock. B. Construct valley gutter across driveway or pipe culverts under driveway as approved by Director of public works. C. Widen Norton Road from intersection with Bohlman Road to Southerly boundary of Parcels A B to 18 feet using 2 1/2 of A.C. on 6 feet A.B." 15544 CW 15. Agreement, on the terms and conditions contained therein, recorded June 21, 1978 in Book D758 of Official Records, Page 308: For Executed by to construct Land Development Improvements City of Saratoga and Gregory T. Fox, et al 16. An easement for ingress and egress Reserved By Sister of Notre Dame de Namur Recorded September 1, 1978 in Book D927 of Official Records, Page 147. Affects that portion of Bohlman Road and Norton Road lying within Parcel A of said Parcel Map 17. A.non- exclusive easement for ingress and egress and for the installation, maintenance and testing of the water main pipe and fire hydrant over a strip of land described as follows: A ten foot wide easement beginning at the intersection of the current Fox Driveway with the Westerly side of Norton Road, Saratoga, California, and proceeding up the southerly side of said Fox Driveway some 500+ feet to the fire hydrant: said easement shall straddle the water main pipe location with three feet on the south pipe centerline and seven feet on the north side of the pipe centerline as shown below, as granted to Saratoga Heights Mutual Water Company, a California non profit corporation, by instrument recorded April 19, 1979 in Book E430 of Official Records, Page 1. 18. Notice of Lien by Saratoga Heights Mutual Water Company, a California corporation, for "stand -by" charges that may be delinquent and are due the Saratoga Heights Mutual Water Company by the owners of each parcel listed therein, recorded April 19, 1979 in Book E430 of Official Records, page 2. 19. Deed of Trust to secure an indebtedness of $275,000.00 and any other trusts therein set forth, Recorded April 18, 1984 in Book I468 of Official Records, Page 732; Dated April 3, 1984 Trustor(s) Gregory T. Fox, Bonnie Fox Trustee Master Mortgage Company, a California corporation Beneficiary First Nationwide Savings, a Federal Savings and Loan Association Loan No. none shown (Attn.: Loan Fed, PO Box 800, Daly City, CA. 94017) Request for copy of any Notice of Default and of any Notice of Sale thereunder; Recorded December 26, 1984 in Book 3136 of Official Records, Page 222; Be mailed to CROCKER NATIONAL BANK Address 1600 SARATOGA AVENUE SAVN JOSE,CA 95129 15544 CW 20. Deed of Trust to secure an indebtedness of $50,000.00 and any other trusts therein set forth, Recorded December 26, 1984 in Book J136 of Official Records, Page 218: Dated December 20, 1984 Trustor(s) Gregory T. Fox and Bonnie Fox, husband and wife Trustee Crocker Custody Corporation Beneficiary Crocker National Bank Loan No. 120- 631233 (1600 Saratoga Ave., San Jose, Ca. 95129) NOTES: 41 Taxes for the fiscal year 1985/86 as follows: Bill No. 517 -13 -020, Code Area 15 -042 First Installment $2,006.04 PAID Second Installment $2,006.04 PAID Exemption $0 Taxes for the fiscal year 1985/86 as follows: Bill No. 518 -13 -017, Code Area 15 -043 First Installment $69.06 PAID Second Installment $69.06 PAID Exemption $0 12/26/84 NST ARB NOS. 517- 13 -17, 7.1, 13 13.1 bv/gs 7/28/86 Compared by #2 The last recorded instrument(s) conveying record title to the premises is /are: INDIVIDUAL JOINT TENANCY DEED executed by Sisters of Notre Dame De Namur, California Province, a corporation, Grantor(s), to Gregory T. Fox and Bonnie Fox, husband and wife, as community property, Grantee(s), recorded September 1, 1978 in Book D927 of Official Records, at Page 147. The last conveyances affecting said land recorded within the last six months, prior to the date of this report are: NONE. This policy does not Insure against loss or damage, nor against costs, attorneys' fees or expenses, any or all of which arise by reason of the following: Part I 1. Taxes or aspeNmer(i Mich are not shown as existing liens by the records of +t t4xii no authority that levies taxes or assessment* On rea8'Ar rty or by the public records. Proceeding' by a 1 agency which may result In taxes orae sssmunts, or WOO such proceedings,whether or not shown by the records of each agency Or by the public records. 2. Any *acts, riots, Interests or claims which are not shown by the publi0 retards gift which could be ascertained by an inspection of the land or by making inquiry of persons In possession thereof. 3. Easements, liens or encumbrances, or claims thereof, which are not shown by the public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which 0 correct survey would disclose, and which are not shown by the public records 5. (a) Unpatented mining claims; (b) reservations or except- ions in patents or In Acts authorizing the Issuance thereof; (c) water rights, claims or title to water. 6. Any right, title, interest, estate or easement In land beyond the lines of the area speciflcaity described or referred to in Schedule A, or In abutting streets, roads, avenues, alleys, lanes, ways or waterways, but nothing in this para- graph shall modify or limit the extent to which the ordinary right of an abutting owner for access to a physically open street or highway is Insured by this policy. EXHIBIT A CALIFORNIA LAND TITLE ASSOCIATION STANDARD COVERAGE POLICY -1973 SCHEDULE B AMERICAN LAND TITLE ASSOCIATION RESIDENTIAL TITLE INSURANCE POLICY -1979 EXCLUSIONS 7. Any law, ordinance or governmental regulation (in- cluding but not limited to building and zoning ordinances) restricting or regulating or prohibiting the occupancy, use Of enjoyment of the land, or regulating the character, dim sons or location of any improvement now or herea erected on the land, or prohibiting a separation In owners or a reduction in the dimensions or area of the land, or t�ktre effect of any violation of any such law, ordinance or govern- mental regulation. 8. Rights of eminent domain or governmental rights f police owner unless notice of the exercise of such rig s appears in the public records. 9. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed or agreed to by the Insured claimant; (b) not shown by the public records and not otherwise excluded from coverage but known to the insured claimant either at Date of Policy or at the date such claimant acquired an estate or interest insured by this policy or acquired the insured mortgage and not disclosed In writing by the insured claimant to the Company prior to the date such Insured claimant became an Insured hereunder, (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy; or (e) resulting in loss or damage which would not have bean sustained If the Insured claimant had been a purchaser a sr encumbrancer for value without knowledge. In addition to the exceptions in Schedule B, you are not Insured against loss, costs, attomeys' fees and expenses resulting from: 1. Governmental police power, and the existence or violation of any law or government regulation. This includes build- ing and zoning ordinances and also laws and regulations concerning: land use Improvements on the land land division environmental protection This exclusion does not limit the zoning coverage described in items 12 and 13 of Covered Title, Risks. 2. The right to take the land by condemning it, unless notice of taking appears In the public records on the Policy Date. 3. Title Risks: that are created, allowed, or agreed to by you that are known to you, but not to us, on the Policy Date unless they appeared in the public records. that result to no lOss to you that first affect your title after the Policy Date —this does not limit the labor and material lien coverage In item 8 of Covered Title Risks 4. Failure to pay value for your title. 5. Lack of right: to any land outside the area specifically described and referred to in Item 3 of Schedule A or In streets, alleys, or waterways that touch your land. This exclusion does not limit the access coverage In Item 5 of Covered Title Risks. .sgsgd 81411 peleno310 9 welt ul e6ereA00 999008 e41 4(w11 ;oU seop uo(Snloxe s(yl •pue( Jnoh yono ;;e4; s (eM1e4BM J0 Wage 'sweat ul 10 y e(npe4o9 40 g wsN u( 0; plumper put pegposep t!leol ;beds sere eq; eplsino pue( Aue o; :NOP *10 Noa1 'egg Jnoh1o4 en WA Aed o4 ern 1194 swamp a1411 0019A03 p0 9 use u4 eCerer oo uo4 al lepw P 0010 0 10 1 a4; iiw,i lou 9mop sly; —seta (°110d m4; mint a14ItinoA Issue 1914 4941 not( of aaol ou u ;weal 1844 •sprooer *wind 044 ul weeds %Asti; saltun —a ;alp Aollod oW uo'en o} 10u;tiq'noh 04UM0WI 019 1104 kr o; pawls Jo 'p.M011e 'pa ;8ero ere ;eq; :HSIH 9 1111 'g lac Aogod a4; 4(o twos; aggnd sy; upsmoddt budge to mot ;ou western 'll 6u,uwepuo3 Aq pue! 94191(x1 01 44 0 1 1 044. 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Owner's Address Ataan Morrow and the City of Saratoga 180 Belwood Gateway Los Gatos, CA 9503 8. Engineer's Name 9. Engineer's Address and Phone Number Jennings McDermott- Heiss, Inc 925 Regent St. San Jose,CA 95110 408 285 -4555 10. Is theProposed Tract in 11. Is the Tract Proposed 12. If the answer to 10 or 11 is an inaorpofkded City? for Annexation? yes, What City? Yisztocxxho Yes No xx,ocx SARATOGA TRACT NUMBER REOUECEIV ,D County of Santa Clara MAY 0 1986 Central Permit Office 70 W. Redding St., San Josittatilfirll DEVELOPMENT Mona 2984484 SEE INSTRUCTIONS BELOW 13. Remarks: INIIIMMUSIDISPOR 410010iLETING TRACT NUMBER REQUEST FORM: 1. Existing frontage and intersecting adjacent streets or reference to existing tract limits. 2. If unIbwwn, so state. Mime must be provided prior to recordation if name is to be used. Tract name must be apprred by the County Recorder. 3. 801 titplarditory. 5. The 6. O o 12: Self extplanatory. 13. For ionai contents by private engineer /surveyor. 1. Encldae copy of al ronsl Tentative Maap. 2. The firm small be ailed out and the gold copy retained by the engineer. 3. All other copies must be forwarded to Central Permit Office, 70 W. Hedding St., San Jose 95110 4. Where development involves more than one unit, submit a separate Tract Number Request for each unit. 5. TractMumber *automatically void if not used within one year from the date of issue and request in writing for renevial has not been received. 6. A regent for ninety shall be in writing and shall include the date of the re- approval or extension and the length of time for such extension. 7. The Signed number is not Innetenble, except upon written re- application. 8. 01* ell copies for legibility. DATE TRACT NUMBER ASSIGNED: 78 BY rLARY HOWARD COUNTY#'tOADS Routing: 1r COMPLETE BY White Green Canary Pink Gold Land Development Coordinator Owner's Engineer Planning Commission City Engineer Owner's Engineer (Preliminary Copy) PLEASE TYPE OR PRIN ,EAVILY YOU GET THE LAST COPY DATE 4/29/86 ®6240 REV 9/84 c s. J7.0 ED AT REQUEST OF: AI ALrFORNIA TITLE COMPANY Esc ow 9789 LW aiN'S 517 -13 -14 15 WHEN RECORDED MAIL TO: 503 -48 -032 MORROW INVESTMENT LTD. 180 Belwood Gateway Los Gatos, CA. 95030 DECLARATION OF R 1. Location Al f IngMh,. REi FEE Preamble SEP 30: 3 SEP 3 0 1985 ANT J47P MORROW INVESTMENT LTD., a California corporation and Bruce L. Williams and L. Victoria Williams, his wife do hereby declare the following described properties respectively owned by them to be hereafter forever subject to the following terms and conditions: WHEREAS, MORROW INVESTMENT LTD., a California corporation is the owner of that certain parcel of land hereinafter sometimes referred to as "Morrow's land a legal description of which is attached hereto, marked Exhibit "A and incorporated by this reference: WHEREAS, Bruce L. Williams is the owner of that certain parcel of land hereinafter sometimes referred to as "Williams'land a legal description of which is attached hereto, marked Exhibit "B and incorporated by this reference. NOW THEREFORE, each Declarant, for himself, his heirs, successors or assigns declares that the real property above described shall be held, transferred, encumbered, used, sold, conveyed, leased, and occupied, subject to the covenants, conditions and restrictions set forth herein expressly and exclusively for the use and benefit of said property and of each and every person or entity who now or in the future owns any portion or portions of said real property. w N ert C The parcels of real property subject to this declaration are the M properties herein described as Morrow's land and Williams' land, located o in the City of Saratoga, County of Santa Clara, California. 2. Intent and Purpose As of the date of this declaration, Morrow is the owner of the real property described herein as Morrow's land which is served by a dirt road. It is the intention of Morrow to subdivide, develop and /or sell the separate lots to be created by the subdivision of Morrow's land. The purpose of this agreement is to bind all of the present and future owners of Morrow's land and Williams' land to maintain and repair a road, utilities, sewer lines, drainage facilities and improvements incidental to the use and enjoyment of the road servicing said lands as more particularly described in Paragraph 3. The owner of each lot so created by the subdivision of Morrow's land and the owner of Williams' land shall contribute to the maintenance and repair of the Road, utilities, sewer lines, drainage facilities and improvements incidental to the use and enjoyment of the road and each shall ssh be entitled to one vote as hereinafter set forth. 5542674 RMF MICRO LIEN NOT SMPF t J471msf162a 3. Road. Utilities and Drainage Facilities Repair and Maintenance The owner of each lot shall contribute to the repair and maintenance of the Road, in equal share according to the number of lots included in Morrow's land and Williams' land. 4. Definition As used in this Agreement, maintenance and repair of the "Road" shall include maintenance and repair of the utilities, sewer lines, drainage facilities and improvements incident to the use and enjoyment of the Road such as retaining walle, irrigation and erosion control, fences and gates and roadway landscape. Unless otherwise specified, "lot" refers to subdivided lots within Morrow's land and shall also include Williams' land. 5. Road Committee A Road Committee shall be formed for the purpose of maintaining and repairing the Road. The Committee shall consist of one representative from each lot owner and each representative shall have an equal vote. The Committee shall convene from time to time as is necessary upon Ten day written notice delivered to each lot owner personally or by first class mail. Decisions upon issues affecting Road repairs and maintenance shall be decided upon a majority vote of lot owners. Until the recording of the Final Map on Morrow's land, the owner of said land shall have 3 votes and the owner of Williams' land shall have 1 vote. During said time contributions to the repair and maintenance of the Road shall in the same ratio as the ratio of votes held by the respective owners. Upon the recording of the Final Map on Morrow's land, the owner of each lot so subdivided shall automatically be a member of the road committee. Each lot owner shall have one vote, and shall remain a member thereof until such time as his membership ceases for any reason, at which time his membership in the road committee shall automatically cease. Road Committee functions shall include the following: 1. Determine the need for maintenance and /or repairs of said Road; 2. Solicit bids from competent contractors for the purpose of oarrying our repairs or maintenance of said Road; 3. Authorize needed work using the most acceptable of two or more bide, unless a single bid is approved by a majority vote of the Road Committee; 4. Manage and control the affairs of the Road Maintenance Committee for the stated purposed of this agreement. 6. Management of Funds J 471rAsz1624 A cheoking and /or savings account shall be established on behalf of the Road Committee from which necessary payments shall be made. All checks written against or withdrawals from the Committee account shall require the signatures of two members. Members of the committee shall serve without compensation except for reimbursement of expenses incurred on behalf of the Committee which shall not exceed fifteen dollars ($15.00) for each such expenses unless approved in advance by a majority of the Committee representatives. 7. Method of Enforcement of Payment Each Declarant and each lot owner is deemed to covenant and agree to pay to the Committee (1) Annual assessments or charges; and (2) Special assessments for the purposes permitted herein, such assessments to be established and collected as herein provided. The annual and special assessment, together with interest, costs and reasonable attorneys' fees, shall be a charge on the lot and shall be a continuing lien upon the lot against which each such assessment is made, the lien to become effective upon recordation of a notice of assessment. Each such assessment, together with interest, costs and reasonable attorneys' fees, shall also be the personal obligation of the person who was the owner of such lot when the assessment fell due. If an assessment is delinquent, the Association may record a notice of assessment and establish a lien against the lot of the delinquent owner prior and superior to all other liens except (1) all taxes, bonds, assessments and other levies which, by law, would be superior thereto, and (2) the lien or charge of any first mortgage of record (meaning any recorded mortgage or deeds of trust with first priority over other mortgages or deed of trust) made in good faith and for value. An assessment lien may be enforced by sale of the lot against whioh the lien is imposed by the committee, its attorney or other person authorized to make the sale, such sale to be conducted in accordance- with the provisions of Section 2924 -2924H of the California Civil Code, applicable to the exercise of powers of sale in mortgages and deeds of trust or in any other manner permitted by law. 8. Failure to make payment Upon the failure of an owner to make payment as herein provided, the amount of the indebtedness shall become a personal liability of said owner and also become a charge against his land or lot. Interest shall accrue upon the indebtedness commencing thirty days (30) after presentation of the bill to said owner at the maximum legal rate of interest allowed by law in force at the time of the default. 9. Amendments Amendments to this declaration may be proposed by or to the Road Committee and shall become effective and binding upon approval by a majority vote of the representatives and shall be recorded against each lot of real property affected by this agreement. 10. Attorneys fees In the event of any controversy, claim, or dispute relating to this instrument or the breach thereof, the prevailing party shall be entitled to recover from the losing party reasonable expenses, attorneys fees, and costs. 11. Binding effect This instrument shall bind and inure to the benefit of the respective land owners, heirs, personal representatives, successors, and assigns of the parties hereto. IN WITNESS WHEREOF, the legally authorized representative of the land owners herein has executed this instrument. Dated: September 1985 MORROW INVESTMENT LTD.. a California corporation By: Brian H. Morr w Ch cu Oe>► Dated: September 26 f985 L. Victoria Williams 1 Bruc 'WS) Same Vi LAW c a 'VJ i I tor-AA-AC( J 471PAoEU,625 T TNO 122 nao 122 Stateof California County of Santa Clara Notary's Sign On this the day of September 19 8 before me Joyce H. Vosters the undersigned Notary Public, personally appeared Bruce L. Williams L. Victoria Williams personally known to me Cr proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) are subscribed to the within instrument, and acknowledged that they executed it. WITN y hand and offlci seal. Notary ure Joyce H. Vosters 1IONAL NOTARY ASSOCIATION 22012 Vsss SPA RO. as 44256 moos SA CAMS On this the 26th day of September 19il, before me, Joyce H. Vosters the undersigned Notary Public, personally appeared Brian H. Morrow J 4 71PA6E a personally known to me proved to me on the basis of satisfactory evidence to be the pereon(s) who executed the within Instrument as Chief Executive Off ices on behalf of the corporation therein named, and acknowledged to me that the corporation executed it. WITNESS dandofficial ag Joyce H. Vosters NO. 201 NOTARY ASSOCIATION 23012 Vsss as. ►0. am as Wses- pus CA curs EXHIBIT "A" J471PM$f1627 The land referred to herein is situated in the City of Saratoga, County of Santa Clara, State of California, and is described as Follows: PARCEL ONE: A PORIION of the parcel of land conveyed to Catherine F. Doyle, et al, by Demo recorded March 3, 1899 in Book 217 of Deeds, Page 168, Santa Clara County Records, described as follows: BEGINNING at the Northwesterly corner of Parcel 1 of the Record of Survey of a portion of the lands of the Hincks Estate in Section 12, Township 8 South, Range 2 West, M.D.B. 6 M., in the City of Saratoga, Santa Clara County, California, filed August 12, 1966, Map Book 213, Page 32, Santa Clara County Records; thence along the Westerly prolongation of the. Northerly boundary line of said Parcel 1 N. 87' 15' W., 227.44 feet to the Northeasterly corner of Parcel 2 of the Record of Survey for Joseph Gresham, et al, filed January 9, 1964, Map Book 171, Page 35, Santa Clara County Records; thence along the Easterly line of said Parcel 2, S. 0 40' 30" E., 702.98 feet to a point in the Northerly line of the parcel conveyed to Clifford Conly by Deed recorded October 6, 1931 in Book 582 of Official Records, Page 587; thence along the Northerly and Easterly lines of said parcel conveyed to Clifford Conly the following courses and distances: East along an undefined course, 375.21 feet, more or less; 5. 20 42' E., 80.28 feet; South, along an undefined course, 34.14 Feet, to a point in the Southerly line of said parcel conveyed to Catherine F. Doyle, et al; thence East along the last mentioned line 277.5 feet, more or leas, to the line described in the Quitclaim Deed to Sisters of Notre Dame De Namur, recorded September 1, 1978, Book D927 of Official Records, Page 141; thence along the lines described in said Deed Northerly to the Easterly prolongation of the Northerly line of Parcel 1 of the Record of Survey filed in Map Book 213, Page 32; thence along said prolongation N. 87' 15' W., 195.82 feet, more or less, to the Northeast corner of said Parcel 1; thence along the Easterly, Southerly and Westerly lines of said Parcel 1, the following courses and distances: S. 2' 45' W., 113.98 feet; 5. 61' 51' E., 42.51 feet; 5. 31 46' 17" E., 80.79 feet; N. 78 02' W., 142.72 feet; N. 87' 20' 13" W., 320.99 feet and N. 0' 53' 13" W., 180.85 feet to the Point of Beginning. PARCEL TWO: PARCEL 2, es shown on the Record of Survey for Joseph Gresham, et al, filed January 9, 1964, Map Book 171, Page 35, Santa Clara County Records, described as follows: BEGINNING at the Northwesterly corner of the parcel conveyed to Catherine F. Doyle, et al, recorded March 3, 1899, Book 217 of Deeds, Page 168; thence along the Northerly line of the last mentioned Parcel 5. 89' 16' E., (5. 87' 15' E.) 40.48 feet to the True Point of Beginning; thence along the last mentioned line 5. 89' 16' E., (87' 15' E.) 37.86 feet; thence 5. 0' 40' 30" E., 709.98 feet; thence Weat 16.38 feet, as shown on said Record of Survey, to Page 1 of 3 Pages r..,.thir "A" IN" -4 J:4.7jr46.4.6i28 a Westerly boundary of said parcel conveyed to Doyle; thence N. 24' 45' W., 52.63 feet to the Southernmost corner of'Parcel 1, as shown on said Record of Survey; thence along the Easterly line of said Parcel 1 N. 0 40' 30" W., 655.67 feet to the True Point of Beginning. PARCEL THREE: AN EASEMENT for ingress and egress, 25 feet wide, the centerline of which is described as follows: BEGINNING at a point in the center line of the Bollman Road,, so called in Section 12, Township 8 South, Range 2 West, M.D.B. M., said point being located the following courses and distances from the Northwest corner of the Southwest quarter of the said Section 12: North 0 40 1 /2' Seat ,80) along the Section line, South 87 15' East 1049 feet along a fence line between the lands now or formerly of Doyle and McDonald and its projection to the center line of said Bollman Road, South 34 09' East 244.5 feet and South 10 09' East 47.4 feet along Bollman Road, running thence from said point of begin- 9 nin 5. 26 18' West 42.7 feet; thence S. 3 55' West 52.5 feet; thence South 12 24' West 65 feet, thence South 21' 12' West 35.6 feet; thence South 32` 19' West 54 feet; thence South 50 West 51 feet, thence West 27 feet to a point in a fence line marking the Eastern boundary of the lands conveyed to Catherine F. Doyle, et al, by Deed recorded March 3, 1899, Book 21 of Deeds, Page 168, Santa Clara County Records, as granted to Mabel L. Pierce by Deed recorded August 6, 1938, Book 889 of Official Records, Page 287. PARCEL FOUR: AN EASEMENT for pole line purposes and for installation and maintenance of pipe lines for the distribution of water and gas, 10 feet wide,, the North+ westerly and Southwesterly lines of which are described as follows: 1 BEGINNING at the point of intersection of the Southwesterly line of the Bollman Road with the Northwesterly line of the Bollman Road with the North- westerly line of that certain parcel of land described as Parcel 2.in the Deed to Sisters of Notre Dame De Namur, California Province, a corporation, recorded August 3, 1936 in Book 779 of Official Records, Page 465; thence along said Northwesterly line of the property so described in said Deed, South 43 West to the Southwesterly line of the parcel so described; thence South- easterly along the Southwesterly line of the parcel so described to a point thereon which is 10 feet Southeasterly from the Northeasterly corner of that certain 18.48 acre tract of land, conveyed to Catherine F. Doyle, et al, by Deed recorded March 3, 1899, Book 217 of Deeds, Page 168, Santa Clara County Records, as granted to Mabel L. Pierce by Deed recorded August 6, 1938 in Book 889 of Official Records, Page 287. Also, over all that area as reserved in the Quit Claim Deed from Margaret Hincks Dyer, as executor of the Estate of Hazel Pierce Hincks, deceased, recorded September 1, 1978, Book 0927 of Official Records, Page 141. Page 2 of 3 Exhibit "A" NO. 1 No. 2 DESCRIPTION EASEMENT PARCEL ONE- RECORD OF SURVEY BOOK 213 -M -32 PARCEL FIVE: AN EASEMENT appurtenant to Parcels one two above for ingress and egress and installation and maintenance of public utilities 30.00 feet wide the centerline being described as follows: J4;7 6E1629 ::a Beginning at the intersection of the Northwesterly terminus of the center- line of that certain access easement with a Southeasterly line of parcel one as shown on that certain record of survey filed in Book 213 of Maps at page 32, Santa Clara County Records; thence from said point of beginning along the Northwesterly prolongation of said centerline N 58 °13'43" W, 36.06 feet; thence along a curve to the right, having a radius of 163.00 feet, through a central angle of 23 °54'43" for an are length of 68.03 feet to a point of reverse curvature; thence along a curve to the left, having a radius of 223.00 feet, through a central angle of 12 31'00" for an arc length of 48.72 feet; thence N 46 °50'00" W 20.00 feet; thence along a curve to the left, having a radius of 103.00 feet, through a central angle of 40 25'00" for an arc length of 72.66 feet to a point 15.00 feet (measured at right angles) Southerly from the Northerly line of said parcel one; thence parallel with said line N 87 15'00" W 207.00 feet; thence leaving said parallel line with a tangent curve to the left, having a radius of 51.00 feet, through a central angle of 92 0 05' for an arc length of 81.97 feet;.thence tangent S 0 °40' W 112.64 feet to the Southerly line of said parcel, being distant thereon S 87 20'13" E 39.60 feet more or less from the Southwest corner of said parcel. Beginning at the Northwest corner of said Parcel One, thence along the Westerly line S 0 53'13" E 60.00 feet to the point of beginning and being the centerline of this 30 feet wide easement; thence leaving said Westerly line S 80 00' E 28.00 feet more or less to the Westerly side line of __the_30 feet wide easement_ as, described in No. 1 above. APN'S 571 -1315 503 -48 -32 Page 3 of a Pages Exhibit "A' The land referred to herein is situated in the City of Saratoga, County of Santa Clara, State of California, and is described as follows: PARCEL 1, Record of Survey of a portion of the lands of the Hincks Estate in Section 12, Township 8 South, Range 2, West, M.D.B. M. in the City of Saratoga, Santa Clara County, California, filed August 12, 1966, Map Book 213, page 32, Santa Clara County Records, described as follows: BEGINNING at the Northeasterly corner of the lands conveyed to Catherine F. Doyaei, etal, by Deed recorded March 3, 1899, Book 217 of Deeds, Page 168; thence N. 87 15' W.t,195.82 feet to the True Point of Beginning, thence continuing N. 87 15' W., 474.13 feet; thence S. Op 53' 13" E., 180.85 feet; thence S. 87 20' 13" E., 320.99 feet; thence S. 78 02' E., 142.72 feet;thence N. 31 46' 17" E., 80.79 feet; thence N. 61 51' W., 42.51 feet; thence N. 2 45' E., 113.98 feet to the True Point of Beginning. APN: 571 -13 -14 Exhibit "B" Exhibit "!8" J 471aa6E1630 l6; A c't _1, 4 �1 1 t„ "L 3 /t 4 x l) 1,17/ 1--y r? ra'slc n t x f 7/ t Ki IA &tJ h t v r' Ln {-mac 7 l I, 4c> o <N h4' c 4_4/ 777r1 c- r t3 IA/ 'ZrC) 1 Ccci e-a 3 ctC e.) 2-12 1' 54 cr _ro o'o 2 -e 3 9424 C Lib 4r p LTD ADDS! TO WATER FACILITIES AND GRANT OF EASEMENT AGREEMENT The parties to the Water Facilities and Grant of Easement Agreement dated 1986, hereby agree as follows: Morrow has entered into an agreement with the City of Saratoga whereby Morrow and the City have agreed that in the event the Land of Morrow is approved as an extension of the Mutual Heights Water District, Morrow, will be able to purcha»e water from said Mutual Heights Water District and the parties hsreto agree that if Morrow so elects prior to the commencement of the work of improvement pursuant to the Declaration of Water Maiiftenance Agreement the agreement dated 1986, entitled Water, Facilities and Grant of Easement Agreement shin be null and void and of no effect and all easements shall be reconveyed to the respective owners. Dated: December DATED: December 1986 1986 City oflSaratoga By: MORROW INVESTMENT, LTD. AMPS To NEATER FACILITIES AND GIANT OF EASEMENT AGREEMENT The parties to the Water Facilities and Grant of Easement Agreement dated 1986, hereby agree as follows: Morrow has entered into an agreement with the City of Saratoga a .reby Morro* and the City have agreed that In the event the Land of Morrow is approved as an extension of the Mutual Heights Water District, Morrow will be able to purchase water from said Mutual Heights Water District and Int parties hereto agree that if Morrow so elects prior to the commencement of the work of improvement pursuant to the Declaration of Water Maintenance A*rest the agreement dated 1986, entitled Water Fltcflftnts and Grant of Easement Agreement shit! be null and void and of no effect and all easements shall be reconveyed to the respective owner Dated: December 3 1986 DATED: December _3_, 1986 City of Saratoga By: MORROW INVESTMENT, LTD. RESOLUTION NO. 1619 -02 RESOLUTION APPROVING FINAL MAP OF TRACT 7888 WHEREAS, a final subdivision map of TRACT 7888 having heretofore been filed with this City Council for approval, and it appearing that all streets, public ways and easements shown thereon have not been satisfactorily improved nor completed, and it further appearing that otherwise said map conforms with the require- ments of Division 2 of Title 7 of the Government Code of the State of California, and with all local ordinances applicable at the time of approval of the tentative map and all rulings made thereunder, save and except as follows: NOW THEREFORE BE IT RESOLVED: (1) The aforesaid final map is hereby conditionally approved. Said approval shall automatically be and become unconditional and final upon compliance by subdivider with such requirements, if any, as set forth immediately above as not yet having been complied with, and upon compliance with Section (3) hereof. (2) All street dedications, and all other dedications offered on said final map (except such easements as are declared to be accepted by the terms of the City Clerks certificate on said map), are hereby rejected pursuant and subject to Section #66477.1 of the Government Code of the State of California. (3) As a condition precedent to and in consideration of the future accept- ance of any streets and easements not by this resolution now accepted, and as a condition precedent to the City Clerk certifying the approval and releasing said map for recordation, the owner and subdivider shall enter into a written agreement with the City of Saratoga, secured by good and sufficient surety bond or bonds, money or negotiable bonds, in amount of the -1- estimated cost of improvements, agreeing to improve said streets, public ways and easements in accord with the standards of Ordinance No. NS-60 as amended and with the improvement plans and specifications presently on file, and to maintain the same for one year after completion. The form and additional terms of said written agreement and surety bond shall be as heretofore adopted by the City Council and as approved by the City Attorney. The mayor of the City of Saratoga is hereby authorized to exe- cute the aforesaid improvement agreement on behalf of said city. (4) Upon compliance by subdivider and /or owner with any remaining require- ments as set forth in the preamble of this resolution (if any) and with the provisions of Section (3) hereof, the City Clerk is authorized and directed to execute the City Clerk's certificate as shown on said map and to transmit said map as certified to the Clerk of the Santa Clara County Board of Supervisors. and passed by the City Council of the City of Saratoga on the day of AYES: NOES: ABSENT: ATTEST: The above and foregoing resolution was duly and regularly introduced CITY CLERK 19 by the following vote: MAYOR EXECUTIVE 'SUMMARY NO. MEETING DATE: December 3, 1986 ORIGINATING DEPT: Engineering SARATOGA CITY COUNCIL SUBJECT: Tract 7888 Morrow. Bohiman Road (5 Lots) Hakone Gardens) AGENDA ITEM CITY MGR. iiiifs Recoiwnendmd Motion: 1 Move to adopt Resolution 1619 -02 approving Final Map of Tract 7888 and approval of Mayor to execute Tract Map on behalf of the City. 2 Move to authorize execution of Improvement Agreement. 3 Move to authorize execution of Water Facility and Grant of Easement Agreement. 4 Move to authorize execution of Insurance Liability Agreement. Repott Summary: All paperwork by developer has been completed. This Tract includes Hakone Gardens, so as to transfer property for and the improve- ment of additional parking. A private water system which will provide fire flow to Hakone Gardens and have a 110,000 gallon tank located in the remotest area of the Gardens. This system will be constructed only if annexation to the Mutal Height Water Association can't be nego- tiated. Fiscal Impacts None. City attorney has reviewed all documents. Attachments: 1 Resolution 1619 -02 2 Water Facilities and Grant of Easement Agreement 3 Insurance Liability Agreement 4 Staff Report Motion and Vote: REPORT TO MAYOR AND CITY COUNCIL SUBJECT: Tract 7888 Morrow Bohlman Road (Hakone Gardens) DATE: 11 -26 -86 COUNCIL MEETING: 12 -03 -86 Recommend Motion: 1 Move to adopt Resolution 1619 -02 approving Final Map of Tract 7888 and approval of Mayor to execute Tract Map on behalf of the City. 2 Move to authorize execution of Improvement Agreement. 3 Move to authorize execution of Water Facilities and Grant of Easement Agreement. 4 Move to authorize execution of Insurance Liability Agreement. Background: Hakone Gardens is included in this map to affect a lot line adjustment between the Gardens and the developer's property. This results in more parking area which will be improved by the developer. A private water system is included in this project which will supply water not only to Tract 7888 but to three other properties in the area and a fire hydrant will be located on the Gardens in the parking lot, thereby providing a protection that heretofore has not existed. To accomplish this a 110,000 gallon water tank has been located on the Hakone Gardens property at it's southerly boundary. This location cannot be viewed from the balance of the gardens and is removed from any future development. The developer is negotiating with the Mutual Heights Water Association to annex to that system and when that happens he will no longer need the 110,000 gallon tank on Hakone and it will not be built. To record his map he must have a water system and so he has to proceed as though he will provide the above described system since it will take some time to complete negotiations with Mutual Heights. Findings Conclusions: Because of the uniqueness of this development and the involvement of Hakone Gardens, the City must (1) sign the map as a property owner, (2) grant easement for water tank, and (3) enter into insurance liability agreement. PRESENT WATER SYSTEM: Binkley Associates CONSULTING ENGINEERS HYDRAULICS WATER RESOURCES• WATER AND SEWAGE FACILITIES September 8, 1986 Brian H. Morrow MIL Development 180 Bolewood Gateway Los Gatos, CA 95030 RE: Water Service for Tract #7888, Bohlman Road, Saratoga, CA Dear Mr. Morrow: Per your request we report below on the proposed expansion of an existing shared water system presently serving domestic water to the Fenolio, Raisch and Miller residences on Bohlman Road. The proposal is to upgrade and extend the present system to serve water for domestic and fire protection purposes to the proposed subject 5 —lot development. The source of water supply for the present system is a one —inch meter on the San Jose Water Company distribution system in Congress Springs Road, located approximately 300 feet west of the westerly property line of Hakoni Gardens. Water flows at 50 pounds per square inch (psi) pressure through the meter and into an approximate 500 gallon sump located on the south bank of Saratoga Creek. A small, 5 1/2 gallon per minute (gpm) pump boosts the water from the sump through a one —inch exposed plastic (pvc) trans— mission main to an 18,000 gallon steel storage tank at elevation 810 on the lands of Fenolio. Water for domestic purposes then flows through small diameter pipelines to the three above mentioned residences. There is presently no fire protection service at these residences. PROPOSED WATER SYSTEM EXPANSION: It is proposed to upgrade the sump, supply pump, and 1,200 foot transmission pipeline to deliver approximately 36 gallons per minute to one existing and one new bolted steel tank with an aggrate 120,000 gallons capacity. The new 102,000 gallon tank will be situated at the elevation of the present 18,000 gallon storage tank. Gravity storage will thus provide a minimum fire flow of 1,000 gallons per minute for two hours at a minimum residual pressure of 20 psi from any of the three fire hydrants shown on the improvement plans for the subject development. Additional hydrants could be located if desired, near the Miller, Raisch and Fenolio homes on the proposed eight —inch "offsite" distribution main. 7246 SHARON DRIVE SAN JOSE CALIFORNIA 95129 (408) 2579252 RECEIVED SEP 1 8 1986 COMMUNITY OFVFLOPMFP! 2 If possible, the new, large water storage tank or tanks should be hidden in the existing oak trees immediately adjacent to the Fenolio property on Hakone Gardens land. Refer to figure 2. The existing high maintenance one -inch water transmission main which runs up steep slopes from Saratoga Creek is to be replaced with two -inch high density polyethelyne water service pipe designed and constructed to resist the harsh environment along the right -of -way. The design of the new pumping, transmission, and storage facilities will significantly increase the security of water service for the existing homes. An "offsite" eight -inch main will run approximately 760 feet from the tanks to the uppermost hydrant at elevation 740, Below that point, a six -inch "intract" distribution pipeline will serve one other hydrant and four domestic services in the development as well as one fire hydrant at Hakoni Gardens. Since pressure at the two highest lots in the development will be less than 40 psi, it is anticipated that individual booster pumps will be needed for these two lots. Pressures will be unchanged at the Fenolio, Raisch, and Miller residences, A schematic of the proposed system is attached as Figure 1. CONTROL SYSTEM AND ALARMS: The new pump will be controlled by the water level in the storage tanks. The master control unit will be located at the storage tanks and will contain pump controls and an early warning detection system as follows: 1) Pressure switches which accurately sense the water level will start the pump as the tank water level falls approxi- mately one foot from full. If the level continues to drop a second pressure switch will sound the "low tank" alarm. The alarm switch will automatically reset itself as the tank refills. A third pressure switch will shut off the pump as the water level reaches three inches below the tank spillway crest. 2) A flow switch will be installed on the two -inch trans- mission main at the tanks to sense water flowing in from the pump. Should water not flow into the tank when the pump is called for, an alarm will be activated. 3) When an alarm is triggered, a red light will light atop the control equipment and a status lamp inside the panel will indicate which alarm condition exists. An automatic dialer will then notify the responsible person in charge of maintaining the system by telephone. In addition, the dialer will notify the Saratoga Fire District Offices of the condition with an explanatory taped message. OPERATION, MAINTENANCE, AND ADMINISTRATION: A leg al agreement will be entered int o by t he purchasers of lots that will specify water system operation, maintenance and administration rules and regulations. The agreement will also require that a qualified licensed mechanical contracting company be retained to provide routine inspection and preventative maintenance as specified by the design engineer. The agreement will be prepared to the satisfaction of the City of Saratoga. The agreement will stipulate that each beneficiary (service connection) shall have the responsibility of paying his prorate share of costs based on water usage. All water services will be metered. Thank you for the opportunity for being of service. If you or the City of Saratoga have any questions regarding this letter report, please feel free to contact the undersigned. Attachment: Figures 1 and 2 Very truly yours, BINKLEY ASSOCIATES G. R. Binkley, P.E. President GRB /klf cc: Arjan Indnani, City of Saratoga 3 Ny✓nj MOJd v SN3'0747 7NO4 1NYJO4N JAWS' t Nd 4nwi 7934Vat ti10 00 0 'Or/ Na 4 4'»NO S awn,/ A'1�fsOOp Hiip 7di .t 7WS,d Y,rasw m. st/,�p 'o�MPl' A ..G »w+On O Moe S 9 /Wabt' tSsd'pnO 0 0 O 4 o 5a W 2 U3 O Z O C a M J 7 0 W> 00 .1g �o CO co F ~V 'AN to 3 h q J 3 q v k W Z 9 7-War PROPOSED ,/51i/ 774 ern 000 64 I I I PAH 1 SC•it P Z' 20 ANS 4/4/VD.5 40- nwoz o ReS Ka:t../CC Binkley Associates CONSULTING ENGINEERS 7246 SHARON DRIVE SAN JOSE CALIFORNIA 95129 r 0,9 r 67 GA t CD on/ it7 6 0 R E. 2 7 7 2 /4-Cr 7858 figotebtso wAre2 7.4-4/ Loc4r/o,t, Jos /fro e1/42/84 ALL CALIFORNIA TITLE CO. J. RAISCH PAVING CO. art J ....4, Mmes Fe. olio II 1 as N. MI er er L IL .9075 .'.11.- A l�ldo at T/qe °company Carol Ear I ra Fenolio "DEC 19 1986 8:00 ADDENDUM I I TO 'Auk' 14t AM DECLARATION OF WATER Santa Clara Couaty 0 114M c ows MAINTENANCE AGREEMENT dated The parties to the Declaration of Water M aintenance A 1986, hereby agree as follows 8reement• Whereas the parties hereto have entered into an addundum entitled states that [heater Facilities a to Wnd Grant the above event that Morrow constr of Easement tank Agreement fled separate water eferred agreement, t all tank t described a the separate pay meter for the City of hSaratosgall� ("City it y expense, a shall P y for the usage of the water. the Ci of Saratoga toga is hereby given the right agreement u Saratoga erfrom states that the be Hakone Gardens. right t use water from the tank City responsible and From the meter above maintenance and the p it w p for the installation the City which it uses and that it is 'maintenande grd the they shall not be charged for the installation, understood and agreed of all water lines tank and the water lines maintenance Breed that other than those pecif specified and repair In the event that the Cit Pacified above.• repair and maintenance of the tank and water to use water among ail lot owne according all be the lands ha a of system of be shared ingthe an of orrow, Fenolio, Miller, g t O the number of lots a Ca rded in the for ids that the owners of the lands nds o f M (row s Gardens) share of maintenance the lands of Morrow DATED: and repair attributable shall e ri and December L, 1986 responsible to the City, City of Saratoga l Y 14 Norma Miller 1114.2 1 LL CALIFORNIA TITLE CO. J L c DEC 19 1986 a:oo LAURIE IG AM II TO DECLARATION Recorder Santa Gara Co C E, lAGR Records OF WATER MAINTENANCE AGREEMENT The parties to the Declaration of ies to Maintenance Agreement dated 1986, hereby agree as follows: Whereas the parties hereto have entered into an addundum entitled Addendum II to Water Facilities and Grant of Easement states that in the event that Morrow constructs a water tank as described in exp A the above referred a Agreement which separate ca greement, Morrow shall install a spaater pay a for for the City of Saratoga Cit y Y is City ty sh. l the C ie or r the usage of the water. Th Y �aratogais hereby shall the benefit of the Hakone Gardens. From the meter above referred on that Ci t y shall be responsible and pay right tffi uxi water froth E"1'te tsp.); for of all water lines which it uses and that it is understood and agreed t the City shall not be charged for the installation, ymaintenance and repair installation, maintenance and repair of the tank and the water lines other than those specified above.- In the event that the City decides to use water from the tank the repair and maintenance of the tank and water s share among all lot owners according Yste of lots shared in in lands of Morrow, Fenolio, Miller, g to the number of lots incarded in the provided further that the owners of the jh and City for the Share of waintenance and repair attributable he City S DATED: December 1986 City of Y Saratoga STATE OF CALIFORNIA ss. COUNTY OF SANTA CZARA) On this day of the undersigned, personally appeared (1 personally known to me proved to me on the basis of satisfactory evidence WITNESS my hand and official seal of the City of Saratoga. Grace E. Cory Deputy City Clerk Government Code 40814 .90752 Recorded at the request of All California Title Company before me, to be the person(s) whose name(s) is /are subscribed to the within instrument, and acknowledged that they executed it. RESOLUTION NO. 1619 -02 RESOLUTION APPROVING FINAL MAP OF TRACT 7888 WHEREAS, a final subdivision map of TRACT 7888 having heretofore been filed with this City Council for approval, and it appearing that all streets, public ways and easements shown thereon have not been satisfactorily improved nor completed, and it further appearing that otherwise said map conforms with the require- ments of Division 2 of Title 7 of the Government Code of the State of California, and with all local ordinances applicable at the time of approval of the tentative map and all rulings made thereunder, save and except as follows: NOW THEREFORE BE IT RESOLVED: (1) The aforesaid final map is hereby conditionally approved. Said approval shall automatically be and become unconditional and final upon compliance by subdivider with such requirements, if any, as set forth immediately above as not yet having been complied with, and upon compliance with Section (3) hereof. (2) All street dedications, and all other dedications offered on said final map (except such easements as are declared to be accepted by the terms of the City Clerks certificate on said map), are hereby rejected pursuant and subject to Section #66477.1 of the Government Code of the State of California. (3) As a condition precedent to and in consideration of the future accept- ance of any streets and easements not by this resolution now accepted, and as a condition precedent to the City Clerk certifying the approval and releasing said map for recordation, the owner and subdivider shall enter into a written agreement with the City of Saratoga, secured by good and sufficient surety bond or bonds, money or negotiable bonds, in amount of the -1- estimated cost of improvements, agreeing to improve said streets, public ways and easements in accord with the standards of Chap. 14, Municipal Code as amended and with the improvement plans and specifications presently on file, and to maintain the same for one year after completion. The form and additional terms of said written agreement and surety bond shall be as heretofore adopted by the City Council and as approved by the City Attorney. The mayor of the City of Saratoga is hereby authorized to exe- cute the aforesaid improvement agreement on behalf of said city. (4) Upon compliance by subdivider and /or owner with any remaining require- ments as set forth in the preamble of this resolution (if any) and with the provisions of Section (3) hereof, the City Clerk is authorized and directed to execute the City Clerk's certificate as shown on said map and to transmit said map as certified to the Clerk of the Santa. Clara County Board of Supervisors. The above and foregoing resolution was duly and regularly introduced and passed by the City Council of the City of Saratoga on the 3rd day of December 19 by the following vote: AYES: Councilmembers Anderson, Clevenger, Moyles, Peterson, and Mayor Hlava NOES: None ABSENT: None ATTEST: o R MAYOR CONTRACT FOR THE IMPROVEMENT OF Tract 7888 AGREEMENT, made and entered into this day of 19 by and between the CITY OF SARATOGA, a Municipal corporation of the State of California, hereinafter called "City and subdivider and Owner, hereinaf collectively called Subdivider: W I T N E S S E T H: WHEREAS, Subdivider is engaged in subdividing that certain tract of land known and designated as MORROW INVESTMENT LTD J. M. He'tss. Inc. situated in the City of Saratoga, County of Sant Clara, State of California; and WHEREAS, a final map of Tract 7888 has been filed with the City Clerk of the City of Saratoga for presentation to the Council for its approve which map is hereby referred to and by said reference incorporated herein; an WHEREAS, Owner and Subdivider has requested approval of said final map prior to the completion of improvements of all streets, highways or public ways and sewer facilities which are a part of or appurtenant to the abovemen- tioned subdivision, including, but without limiting the foregoing, the neces- .sary paving, catch basins, pipes, culverts, storm drains, sanitary sewers where required, street trees and street signs where required, and including a water system and fire hydrants acceptable to the San Jose Water Works and the City of Saratoga, all in accordance with and as required by the plans and spe fications for all of said improvements in or appurtenant to said subdivision, which plans and specifications were prepared by Civil Engineer, approved by the City Engineer and now on fi in the offices of the Clerk of said City and /or the City Engineer's Office of said City, and WHEREAS, the City Council of said City did on the 3 day of )fr lX/ 19 84 adopt a Resolution approving said Final Map rejecting certain dedications therein offered which rejection did not and does not, however, revoke the of dedication therein contained and re- quiring as a condition precedent to the future acceptance of said offers of -2- in accord with Government Code Section 66462(a) of the State of California, it is hereby agreed as follows: 1. Subdivider at his cost and expense shall construct all of the im- provements and do all of the work hereinafter mentioned, all in accordance dedication that the Subdivider improve the streets and easements thereon shown in accord with the standards of Ordinance No. 60, as amended, of the City of Saratoga and in accord with the improvement plans and specifications on file as hereinabove referred to, and requiring as a condition precedent to the release of said final map for recordation that the subdivider agree in writing to so improve said streets and easements in accord with this agree- ment, NOW, THEREFORE, in consideration of the above and in consideration of the City accepting all of said dedications after the hereinafter agreed to covenants on the part of the Owner and Subdivider have been complied with and with and to the extent and as provided in the above mentioned plans and Speci- fications on file in the office of said City, for the construction of said improvements, in, for, or appurtenant to said subdivision, and all in com- pliance with Ordinance No. 60 as amended and the laws of the State of Califor- nia, and shall complete the same within one year from date hereof and shall maintain the same for a period of at least one year after the satisfactory completion of the same. 2. Subdivider shall, before the release of said final map by City and as condition precedent to recordation thereof, furnish to the City and file wi the City Clerk a good and sufficient surety bond or bonds, money or negotiable bonds, in form to be approved by the City Attorney, securing the faithful performance by Subdivider of all work and the construction of all improvements herein in this Agreement mentioned within time specified, and securing the faithful performance by Subdivider of the maintenance of said improvements for a period of at least one year after completion of the same, and for such additional period of time as may be necessary in order that Subdivider may cure and correct all deficiencies of construction to the satisfaction of the City Engineer of the City of Saratoga (in all events at least 25.000.00 -3- of said bond to be in cash, with the right of City to use the same in its discretion for emergency maintenance and re- pairs in addition to any other rights of use) the total amount of said bond to be in the sum of Two Hundred Twenty Five Thousand and 00 /100 and also a good and sufficient surety bond in form to be approved by the City Attorney securing the payment by subdivider of all bills for labor and ma- Twenty Five Thousand terials incurred the doing of all the amount of said bond to be in the construction of any and all of said other work herein agreed to be done by the Two- Hundred Fifty Thousand and 00 /100 improvements, and said Subdivider, Dollars 250,000.00 3. Subdivider does hereby expressly agree to indemnify and hold harmless the City and in their capacity as such, its councilmen, officers, boards, commissions and its employees, from any and all loss or damage, and from any and all liability for any and all loss or damage, and from any and all suits, actions, damages, or claims filed or brought by any and because of or resulting from the doing by Subdivider or quired of Subdivider by this contract, or because of or all person or persons any and all things re- arising or resulting from the failure or omissign by Subdivider to do any and all things necessary to and required by this contract or by law, or arising or resulting from the negligent doing by Subdivider, his agents, employees or subcontractors of any and all things required to be done by this contract, or arising or resulting from any dangerous or defective condition arising or resulting from any of the above said acts or omissions of subdivider, his agents, subcontractors, or employees. Subdivider having heretofore certified, by the certificate upon the abovementioned subdivision map, that he can convey clear title to the land within said subdivision, and City having relied upon said certificate and the representation contained therein, the foregoing provisions of this paragraph are specifically made to apply to any destruction or damage to or removal of' utilities, water lines or pipe lines of any kinds, and any other improvement, whether said destruction, damage or removal is required or caused by the `'plans or specifications or by direction of an officer, agent or employee of the City 4. Subdivider shall, before the release of said final map by the City, a as a condition precedent to the recordation thereof, furnish to the City and file with the City Clerk certificates or policies of public liability and -4- property damage insurance in form satisfactory to the City Attorney, and Sub- divider shall at all times during the entire term of this agreement maintain the same in full force and effect, which policies shall insure the City of Saratoga, its Councilmen, officers, boards, commissions and employees against loss or liability for bodily injury and property damages arising or resulting from subdivider's operations and activities in the construction of any and all improvements mentioned in this agreement and the doing of any and all work mentioned in this agreement, within or outside the abovementioned subdivision, and /or arising or resulting from the doing or failure of subdivider to do all things required to be done pursuant to this agreement. Said policies of in- surance shall cover bodily injury and property damage on both an accident and occurrence basis, with completed operations coverage for one (1) year after completion and acceptance of improvements, and shall be in amounts of not less than ONE MILLION DOLLARS ($1,000,000.00) for each person, ONE MILLION DOLLARS ($1,000,000.00).for each accident or occurrence and property damage coverage of ONE HUNDRED THOUSAND DOLLARS ($100,000.00) for each accident or occurrence. Said policies of insurance shall in addition contain the following endorsement: "Other insurance the coverage afforded by this insurance shall be primary coverage to the full limits of liability stated in the declarations. If the assured has other insurance against the loss covered by this policy, that other insurance shall be excess insurance only, after the entire face value of this policy shall have been exhausted by payment." 5. In consideration of City allowing Subdivider to connect said sub- division to certain existing or proposed out -of -tract storm sewer lines, and in consideration of City relieving Subdivider of any obligation which City might legally impose on Subdivider to acquire any right -of -way for, and /or to construct, any out -of -tract storm sewer drainage pipe lines and appurtenance: which might reasonably be necessary to drain said subdivision and carry storm waters from said subdivision to natural drains, Subdivider shall, before the release of said final map by City and as a condition precedent to the recorda- tion thereof, pay the City the sum of 0.0 dollars 0.0 -5- 6. In consideration. of City agreeing to accept, in accord with this agreement, the in -tract storm drain lines and facilities constructed or to be constructed by Subdivider within or outside of said subdivision in accord with the plans and specifications now on file with the City offices, including the streets and other easements in or beneath which said facilities lie, Sub- divider shall, before the release of said final map by City and as a condition precedent to the recordation thereof, pay the City the sum of Four Thousand Four Hundred and 00 /100 Dollars 4,400.00 7. Subdivider shall, before the release of said final map by the City and as a condition precedent to the recordation thereof, pay to the City the sum of Twenty -One Thousand and Four Hundred Dollars 21,400.00 to be applied by City to the payment of expenses to be incurred by City for engineering and inspection services to be performed by the City in connection with said subdivision. 8. Upon Subdivider completing in accord with this agreement all of the improvements to be made an done by said Subdivider as hereinabove set forth and as shown on the plans and specifications on file as hereinabove referred to, and upon Subdivider having properly maintained the same for a period of at least one year after the completion of said improvements as hereinabove specified, and upon the Subdivider complying with all covenents and conditions on his or its part to be done and performed in accord with the within agree- ment, then and in that event, City agrees to rescind its rejection of the offers of dedication of streets and storm drain easements contained on the aforesaid final map, and at that time accept said offers of dedication. 9. Should the Subdivider and Owner hereinabove referred to not be the same person, firm or corporation, then this agreement shall only be effective upon both the subdivider and the Owner separately executing the same, and wherever the term Subdivider is used, the same shall include Owner and whereve the term Owner is used, the same shall include Subdivider. 10. This agreement shall be binding upon the heirs, personal represen- tatives and assigns of Subdivider and Owner, and time is of the essence hereof ATTEST: c City Cl APPROVF AS TO FO -6- save and except that the City Council of the City of Saratoga may, but need not, -extend any time or times for the doing or performing of any acts as required under the terms of this agreement by resolution, if in the opinion of the City Council any such delay is without fault on the part of the Sub- divider and Owner. Execution of the within agreement by the Owner or Subdivider shall constitute an irrevocable authorization to City to insert the date of passage of the Council resolution approving the final map, and to insert the date of this agreement as of the date of such resolution. IN WITNESS WHEREOF, the parties hereto have set their hand the day and year first above written. City Attorney CITY OF SARATOGA, a Municipal Corporatic By: C tzsa v Mayor B y ubdivider By: (Owner, if d(fferent from Subdivider) AEC FEE AD RMF Wii.R0 LI SM?F PCOR I ELL CALIFCaNIA TITLE CO, /573 Mori r est a 'WHEN .REORD t M A L 0 Brian H. Kfottoww ws Morrow Investment Ltdie 180 Belwood Gateway Los Gatos, CA 95030 TABLE OF CONTENTS 9073235 Recorded at the r W6i of All California Title Coinpany LAURig KANE, Recorder Santa Clara county, Official Records DECLARATION AND ESTABLISHMENT OF PROTECTIVE COVENANTS, CONDITIONS AND RESTRICTIONS DEC 1 8 1996 8:0d AM ARTICLE I 1 Property Subject to This Declaration 1 ARTICLE II 1 Definitions 1 2 2 2 2 2 2 3 3 4 4 ARTICLE III Basic Restrictions A. Use of Property B. Location of Structures C. Height Limitations D. Changing Grades, Slopes and Drainage E. Use of Property by Declarant F. Nuisance and Non Conformity G. Diligence in Construction H. Easements and Rights of Way ARTICLE IV Architectural Standards and Controls A. Subdivision Standards B. On Site Construction C. Basic Structural Requirements 4 4 4 4 5 ARTICLE V 5 ARCHITECTURAL AND PLANNING BOARD 5 A. Purpose and Functions 5 B. Board Members, Organization and Term 6 C. Hearing 6 D. Arbitration Awards 6 E. Action by Board 6 F. Submission of Final Plans and Specifications 7 G. Inspection and Conformity to Plans 7 H. Enforcement of Board Rulings 7 ARTICLE VI 8 Road Maintenance, Water Maintenance and Water Facilities Easement Agreements 8 ARTICLE VII 8 Maintenance and Repairs of Utilities, Sewer lines, Storm Drainage and Ground Water System 8 A. Maintenance and Repair 8 B. Committee 8 C. Management of Funds 9 D. Method of Enforcement of Payment 9 ARTICLE VIII 10 Scope and Duration 10 ARTICLE IX 11 Amendments 11 ARTICLE X 11 Breach 11 ARTICLE XI 11 Right to Enforce 11 ARTICLE XII 12 Severability 12 ARTICLE XIII 12 Protection For Mortgagees and Title Insurance Companies 12 ARTICLE XIV 12 Singular Includes Plural 12 WHEN RECORDED MAIL TO Brian H. Morrow Morrow Investment, Ltd. 180 Belmont Gateway Los Gatos, CA 95030 DECLARATION AND ESTABLISHMENT OF PROTECTIVE COVENANTS, CONDITIONS AND RESTRICTIONS Whereas, Declarant, Morrow Investment, Ltd., is the owner of that certain real property situated in the County of Santa clara, State of California, described in record of Map No. concurrently recorded herewith as Map of Morrow, official Records, Santa Clara County; and Whereas, it is the desire and intention of Declarant to sell the property described in Article I hereof and to impose on it mutual and beneficial restrictions under a general plan or scheme of improvement for the benefit of all the real property described in said Map No. and the future owners of said real property; NOW THEREFORE, Declarant hereby declares that all of the property described in Article I hereof is held and shall be held, conveyed, hypothecated or encumbered, leased, rented, used, occupied, and improved subject to the following limitations, restrictions, covenants, conditions and reservations, all of which are declared and agreed to be in furtherance of a plan for the subdivision, improvements, and sale of said property, and are established and agreed upon for the purpose of enhancing and protecting the value, desirability, and attractiveness of said property and every part thereof. All of the limitations, restrictions, conditions and covenants shall run with the land and shall be binding on all parties having or acquiring any right, title, or interest in the property described in Article I hereof or any part thereof, and shall inure to the benefit of all of the property described in said record of Map No. and the future owners of said real property. ARTICLE I PROPERTY SUBJECT TO THIS DECLARATION The property subject to this Declaration is known as the Lands of Morrow, and is more particularly described as: Lots 1 -4, inclusive, of the Lands of Morrow, according to Map No. concurrently filed herewith in the office of the Recorder of Santa Clara County, California. ARTICLE II DEFINITIONS 1. "Lot" means one of the numbered parcels of real property on the Map referred to in Article I herein. 2. "Said property" means the property described in Article I, or any portion thereof. 3. "Set- back" means the minimum distance between the residence or other structure referred to and a given street or lot line. 4. "Building limits" means the area defined by the set -back from the street and side lot lines and a building line across the rear of the lots. 5. "Street" means any street, highway or other thoroughfare shown on the map of said property, whether designated thereon as street, avenue, boulevard, place, road, terrace, way, lane, circle, or otherwise. 6. "Building site" means a single lot as shown on the map of said property. Any such building site, however, is subject to the prior approval of the Architectural and Planning Board. ARTICLE III BASIC RESTRICTIONS A. USE OF PROPERTY. No building shall be erected, constructed, altered, or maintained on any of said lots other than a residence for a single family (including guests and household servants) with customary and suitable outbuilding as permitted by law and the Architectural and Planning Board, hereinafter sometimes called the Board. B. LOCATION OF STRUCTURES. Construction of any and every nature shall be confined to and take place only within the building limits of each building site. The location and design of swimming pools, covered gazebos, and other outbuildings, as well as the main structures upon each of the building sites must be approved in writing by the Board prior to any construction or preparation for construction thereon. C. HEIGHT LIMITATIONS. No structure shall be placed or landscape materials allowed to grow upon any of the lots in such a manner as to substantially impair the view from the adjacent lots. The term structure shall include fences. D. CHANGING GRADES, SLOPES AND DRAINAGE. No change in the established grade or elevation of said lots, and no change in the established slope or ratio of the cuts and fills, which alters established drainage patterns shall be permitted without the prior written consent of the Board and without the written approval of the City of Saratoga Building Department. For the purpose hereof, established drainage patterns are defined as the drainage patterns existing at the time the grading of said property was completed in conformity with the grading plan heretofore approved by the City of Saratoga. Each of the owners of the lots covenants to permit free access by Declarant and owners of adjacent lots to slopes or drainageways located on his or her property when such access is required for the maintenance or permanent stabilization of said slopes, or maintenance of the drainange facilities or for the protection and use of property other than the lot on -2- which the slope or drainageway is located. E. USE OF PROPERTY BY DECLARANT DURING DEVELOPMENT STAGE. Declarant hereby reserves the right to make any and all cuts and fills on said property and on the building sites included therein, and to do such grading as in its judgment may be necessary to grade streets and lots designated or delineated upon said Map of said property or any part thereof. F. NUISANCE AND NON- CONFORMITY. No noxious or offensive trade or activity shall be carried on upon said property, nor shall anything be done thereon which may be or may become an annoyance or nuisance to the owners or occupants of said property, including but not limited to the storage of any materials which might create an insect pest control problem, or the ill maintenance of any plant or landscape materials. 1. Livestock. No farm animals, livestock, poultry (except for a maximum of two (2) chickens per lot if allowed by the City of Saratoga) or fish of any kind shall be raised, bred or kept on said real property, except that dogs, cats, horses (if allowed by the City of Saratoga) or other common household pets may be kept provided that they are not kept, bred or maintained for any commercial purposes or in unreasonable quantities, and provided that they do not become a nuisance to the owners or occupants of said properties. Pets must be kept within lot areas or on leash when out of lot areas. 2. Temporary Structures. No tents, shacks, trailers, basement, garage or outbuildings shall at any time be used on any lot as a residence either temporarily or permanently; nor shall any residence of a temporary character be constructed, placed or erected on any lot, except as is necessary or proper in connection with the conduct of the development and construction of improvements, or other structures. 3. Fences. (a) Side Yards. Side yard fences shall be allowed provided that they are allowed by the Architectural Board and by the City of Saratoga if such approval is required. (b) Rear and Front Yards: Rear and front yard fences shall be permitted provided that they are approved by the Architectural Board and the City of Saratoga if such approval is required. 4. Signs. No signs of any kind, or other advertising device of any character, for any purpose or use whatsoever, shall be erected, posted, pasted, painted, displayed or maintained on said property, except that (a) on any one lot or building site one sign, not larger than eighteen (18) by twenty four (24) inches, or as permitted by the City of Saratoga, whichever is smaller, advertising the property for sale or lease, may be erected and maintained; (b) Declarant or its agent may erect and maintain on said property such signs or other advertising devices as it may deem necessary or proper In connection with the conduct of its operations for the development, improvement, subdivision or sale of said property. -3- ARTICLE IV 5. Po._s, Masts and Antennas. Poses, masts and antennas shall be erected and maintained in accordance with the applicable ordinances of the City of Saratoga. 6. Upkeep of Real Property. Each lot owner covenants to keep, maintain, water, plant and replant all areas, slopes, banks, rights of way, and set -back areas located on his /her lot so as to prevent erosion and to present an attractive, clean, sightly and wholesome appearance at all times. 7. Storage of Materials, Junk and Trash. The storage or accumulation of junk, trash, and other offensive or noxious materials is specifically prohibited. 8. Storage of Cars, Trailers, Campers, Boats, Etc. No house trailer, living trailer, self propelled vehicle, boat or boat trailer of any type shall be parked on any street or building site temporarily or permanently, if visible from the street or adjoining lots. 9. Use of Garages. No dwelling shall be constructed or maintained on a building site without a garage large enough to contain two standard automobiles. G. DILIGENCE IN CONSTRUCTION. The work of constructing and erecting any building or structure shall be prosecuted diligently and continuously from the commencement thereof until the same is completed. All structures shall be suitably painted, colored or stained immediately upon construction as per plans and specifications. The construction schedule shall be submitted as a part of the plans and specifications and shall be subject to the approval of the Board. A licensed contractor shall be required and be responsible on all construction. H. EASEMENTS AND RIGHTS OF WAY. Said real property and the building site included thereon are subject to such easements and rights of way for erecting, constructing, maintaining, and operating public sewers, wires and conduits for lighting, heating, power, telephone, television and any other method of conducting and performing any public or quasi public utility service or function beneath the surface of the ground, as such easements and rights of way are more particularly set forth on said map or as may hereafter be located and utilized by Declarant. ARCHITECTURAL STANDARDS AND CONTROLS A. SUBDIVISION STANDARDS. These restrictions have neither the intent nor the purpose to in any way affect the subdivision and zoning standards which are set by the City of Saratoga. B. ON SITE CONSTRUCTION. 1. Set backs. The set -backs shall conform to City requirements relating to said property. -4- 2. Lk,_ation on Lots. The locat1, n of the structure or structures on the building site and the landscaping shall bear such an over- all relation to the adjacent properties as to create an aesthetically pleasing over -all appearance and to maintain views. 3. Fences. All fences, including the location, style, material, color, height, and function thereof, shall be subject to the written approval of the Board prior to installation thereof. The Board shall consider the topography of the land and the maintenance of views before granting such approval. C. BASIC STRUCTURAL REQUIREMENTS. 1. Type and Character of Design. Exterior design in each case shall be compatible with the rural atmosphere and subject to approval by the Board, in its sole discretion. Decisions of the Board shall be final. 2. Colors. All exterior colors, textures and materials including roofs must be set forth in the plans and specifications and approved in writing by the Board prior to construction. Color samples shall be submitted with plans and specifications which said plans and specifications shall be coded or marked so as to indicate where the colors are to be used upon the finished dwelling. Careful consideration of the adjacent and surrounding properties, as well as over -all community appearance will be the basis for approval or denial of such color schemes. 3. Size Requirements. No residence shall be erected on said property having a total living square footage of the main structure, exclusive of garages and storage area of less than 3,500. square feet. 4. New Materials Only and New Structures Only. No second hand material shall be used in the construction of any buildings or structure without the prior written approval of the Board, and all buildings and fences which are of frame construction shall be painted or stained with at least two coats upon completion. 5. No building of any kind shall be moved from any other place to any of said building sites, or from one building site to another without prior written approval from the Board. ARTICLE V ARCHITECTURAL AND PLANNING BOARD A. PURPOSE AND FUNCTIONS. The purpose of the Architectural and Planning Board is to achieve and maintain the aesthetic goals of the Declarant. The function of the Board is to enforce the restrictions herein by the review of plans and specifications submitted for approval, and by inspection of actual construction and progress to insure conformity with the plans and specifications as approved. It is not the intent of the Declarant to deprive the individual owners from having a home of unique design, but to protect the community as a whole, and the individual comprising the same, from undesirable construction. In this connection, in the case of hardship, or other good reason, exceptions to any of the -5- restrictions containeu in any portion of this Declaration may be made by the Board at any time after proper application therefor in writing. B. BOARD MEMBERS, ORGANIZATION AND TERM. The Architectural and planning Board shall consist of Declarant. Upon the completion of all residences, the owners thereof shall then become members of the Architectural and Planning Board. The Declarant may at any time relieve itself of the obligation of being a member of the Board or of appointing and maintaining said Board by filing in the Recorder's Office of the County of Santa Clara, State of California, a notice stating that Declarant has surrendered the powers of appointment and maintenance of said Board, and upon the recording of such notice, even if not specified therein, said powers and obligations shall immediately vest in the owners of the building sites into which portions or all of the real property have been subdivided. Any controversy shall be resolved by the affirmative vote of a majority of the votes by the members of the Board, pursuant to proper notice. In the event neither side receives a majority of the votes, each side shall, within five (5) days from the day the votes were cast, select one (1) architect. Said Architects selected shall, within ten (10) days thereafter, select a mutually acceptable architect. C. HEARING. Hearing before said architect shall be at the time and place within said city as is selected by said Architect. The Architect shall select such time and place promptly after his or her appointment and shall give written notice thereof to each side at least five (5) days prior to the date so fixed. At the hearing any relevant evidence may be presented by either side and the formal rules of evidence applicable to judicial proceedings shall not govern. Evidence may be admitted or excluded in the sole discretion of the Architect. Said Architect shall hear and determine the matter and shall execute and acknowledge his or her award in writing and cause a copy thereof to be delivered to each of the parties. D. ARBITRATION AWARDS. Said Architects' decision shall be binding and conclusive on the parties. E. ACTION BY BOARD. The Board members shall review plans and specifications submitted as hereinafter stated. A written approval of the Board will constitute approval of said preliminary submittals or if no notice of rejection is received after ten (10) days from the date of receipt of said submittals, such inaction shall be deemed to be approved. All decisions of the Board shall be final. The written approval or notice of rejection of the Board may be recorded in the office of the County Recorder of Santa Clara County, and shall be conclusive evidence of such approval or rejection. The actions or inactions of the Board or its agents, when said Board is exercising its discretion in enforcing this Declaration in good faith, shall not be a basis for damages to any owner herein or any other person, nor shall any such actions or inactions by Declarant or the Board or any member of the Board or their officers or agents, individually or collectively, constitute a cause of action for damages or equitable relief to any owner herein or any other person. Declarant, its successors or assigns or the Board or any member of the Board, or their officers or agents, -6- all acting singularly or together, shall not be responsible for any loss or damage, or be liable in any other way for any errors or defects, either latent or patent, in the plans and specifications submitted for approval, or any building or structure erected in accordance with such plans and specifications. F. SUBMISSION OF FINAL PLANS AND SPECIFICATIONS. Upon approval of the preliminary plans, two sets of final plans and specifications shall be submitted to the Board for final approval. Such plans and specifications shall describe in detail the floor plan arrangements, elevations, section, structural solutions, use of material, heights and dimensions, site placement, fences, grading, drainage plans, access, landscape and patio plans and any other pertinent data as may be required to fully illustrate the intended design, construction and use. Before giving any such final approval the Board may require that said plans and specifications comply with any such requirements that the Board may impose as to structural features, types of building materials used, or characteristics not otherwise expressly covered by the provisions herein. The approval by the Board shall not relieve the Owner from complying with any requirements of any public authority having jurisdiction and shall not constitute any representation or guarantee by the Board or any member of the Board or Declarant as to the structural sufficiency of any construction. Approval of the Board of any plans or specifications, shall not be deemed to be a waiver by the Board of its right to object to any of the features or elements embodied in such plans or specifications if and when the same features or elements are embodied in any subsequent plans and specifications submitted for approval for other building sites. If no notice of rejection is received after 10 days from the date of receipt of said submittal such inaction shall be deemed an approval. G. INSPECTION AND CONFORMITY TO PLANS. During and after completion of construction, Declarant or any agent or any member of the Board may, from time to time, at any reasonable hour or hours, with reasonable notice, enter into and inspect any property subject to this Declaration as to compliance with the approved plans and specifications. Declarant, the Board or any agent or officer thereof, acting in good faith, shall not be deemed guilty of, or become liable in any manner for trespass for such entry or inspection. H. ENFORCEMENT OF BOARD RULINGS. This Declaration shall be deemed to vest the Board or Declarant with the right to bring a proceeding in equity to enforce the general and specific intent of this Declaration as follows: If written notice is given by the Board to correct any non- compliance and if the non compliance is not thereafter cured within a reasonable time from the date notice of such non compliance is given by the Board to the owner of the building site whose act or omission constitutes such non compliance, the Board or Declarant may record such notice of non- compliance and thereafter file a proceeding in equity to restrain said non- compliance or attempted non compliance. -7- ARTICLE VI ROAD MAINTENANCE, WATER MAINTENANCE AND WATER FACILITIES EASEMENT AGREEMENT Each lot is subject to (1) a Road Maintenance Agreement, dated September 26, 1985, between Morrow Investment Ltd. and Bruce Williams; (2) a shared water system agreement with Fenolio, Miller and Raisch or a water system agreement with the Mutual Heights Water Co. ARTICLE VII MAINTENANCE AND REPAIRS OF UTILITIES, SEWER LINES, STORM DRAINAGE AND GROUND WATER SYSTEM A. MAINTENANCE AND REPAIR. The owner of each lot so created by the subdivision of the Lands of Morrow shall contribute to the maintenance and repair of the utilities, sewer lines, storm drainage and ground water system and improvements incidental to the use and enjoyment of the said services on equal share according to the number of lots included in the Lands of Morrow and each shall be entitled to one vote as hereinafter set forth. The maintenance and repair of the ground water system shall include but shall not be limited to the maintenance and repair of subsurface intercept drains, intercept ditches and observation wells. In addition, draw -down wells and pumps will be installed to control the level of the permanent ground water table. One or more individuals shall assume the responsibility for maintaining the stability of all of the prepared lots by monitoring ground water levels and operating the pumps when necessary. Unless otherwise decided by a majority of the voting members, each owner shall, for a period of one month, commencing with the owner of Lot 1, be responsible for the supervision of the ground water level. B. COMMITTEE. A Committee shall be formed for the purpose of maintaining and repairing the utilities, sewer lines, storm drainage and ground water system. The Committee shall consist of one representative from each lot and each representative shall have an equal vote. The Committee shall convene from time to time as is necessary upon Ten day written notice delivered to each lot owner personally or by first class mail. Decisions upon issues affecting the repairs and maintenance shall be decided upon a majority vote of lot owners. Upon the recording of the Final Map, the owner of each lot so subdivided shall automatically be a member of the committee. Each lot owner shall have one vote, and shall remain a member thereof until such time as his /her membership ceases for any reason, at which time his /her membership in the committee shall automatically cease. In no event shall there be more than one vote per lot. following: The Committee functions shall include but not be to the -8- 1. Determine the need for maintenance and /or repairs; 2. Maintain at all times a contract with a qualified licensed mechanical contracting company to ensure proper operation of the ground water system. The contract shall specify that (a) the contracting company will inspect the system not less than every three months; (b) the contracting company will notify the City of Saratoga in writing upon termination of the contract or in the event that the committee fails or refuses to maintain or repair the system as recommended by the contracting company; 3. Solicit bids from competent contractors for the purpose of carrying out the repairs or maintenance; 4. Authorize needed work using the most acceptable of two or more bids, unless a single bid is approved by a majority vote of the Committee; 5. Manage and control the affairs of the Committee for the stated purposes of this agreement. C. MANAGEMENT OF FUNDS. A checking and /or savings account shall be established on behalf of the Committee from which necessary payments shall be made. All checks written against or withdrawals from the Committee account shall require the signatures of two members. Members of the Committee shall serve without compensation except for reimbursement of expenses incurred on behalf of the Committee which shall not exceed fifteen dollars ($15.00) for each such expenses unless approved in advance by a majority of the Committee representatives. Members of the Committee shall serve without compensation except for reimbursement of expenses incurred on behalf of the Committee which shall not exceed fifteen dollars ($15.00) for each such expenses unless approved in advance by a majority of the Committee representatives. D. METHOD OF ENFORCEMENT OF PAYMENT. Each Declarant and each lot owner is deemed to covenant and agree to pay to the Committee (1) Annual assessments or charges; and (2) Special assessments for purposes permitted herein, such assessments to be established and collected as herein provided. The annual and special assessments, together with interest, costs and reasonable attorneys' fees, shall be a charge on the lot and shall be a continuing lien upon the lot against which each such assessment is made, the lien to become effective upon recordation of a notice of assessment. Each such assessment, together with interest, costs and reasonable attorneys' fees, shall also be the personal obligation of the person who was the owner of such lot when the assessment fell due. Any assessment not paid within (15) days after the due date shall be delinquent. If an assessment is delinquent, the Committee may record a notice of assessment and establish a lien against the lot of the delinquent owner prior and superior to all other liens except (1) all taxes, bonds, assessments and other levies which, by law, would be superior -9- thereto, and (2) the lien or charge of any first mortgage of record (meaning any recorded mortgage or deed of trust with first priority over other mortgage or deed of trust) made in good faith and for value. An assessment lien may be enforced by sale of the lot against which the lien is imposed by the committee, its attorney or other person authorized to make the sale, such sale to be conducted in accordance with the provisions of Sections 2924 -2924h of the California Civil Code, applicable to the exercise of powers of sale in mortgages and deeds of trust or in any other manner permitted by law. Nothing herein shall preclude the Committee from bringing an action against an owner for breach of personal obligation to pay assessments. The sale or transfer of a lot shall not affect the assessment lien. However, the sale of any lot pursuant to mortgage foreclosure of a first mortgage shall extinguish the lien of such assessments (including attorney's fees, late charges, or interest levied in connection therewith) as to payments which became due prior to such sale or transfer. No sale or transfer shall relieve such unit from liability for any assessments thereafter becoming due or from the lien thereof. Where the mortgagee of a first mortgage of record or other purchaser of a lot obtains title to the same as a result of foreclosure of any such first mortgage, such acquirer of title, his /her successor and assigns, shall not be liable for the assessment by the Committee chargeable to such lot which became due prior to the acquisition of title to such lot by such acquirer of title. No amendment of the preceding sentence may be made without the consent of owners of lots to which at least 67% of the votes on the Committee are allocated, and the consent of the eligible mortgage holders holding first mortgages on lots comprising 51% of the lots subject to first mortgages. Such unpaid share of common expenses or assessments shall be deemed to be common expenses collectible from all of the lot owners including such acquirer of title, his /her successors or assigns. Upon the failure of an owner to make payment as herein provided, the amount of the indebtedness shall become a personal liability of said owner and also become a charge against his /her land or lot. Interest shall accrue upon the indebtedness commencing thirty days (30) after the due date until paid at the rate of 12% per annum, not to exceed the maximum legal rate of interest allowed by law. ARTICLE VIII SCOPE AND DURATION All the foregoing covenants and restrictions are imposed upon said property for the direct benefit thereof and of the owners thereof and the remainder of the real property described herein, and the owners thereof, as a part of a general plan of improvement, development, building, occupation, and maintenance and shall run with the land and shall be binding upon all of the owners of said property and all persons claiming under them, and continue to be in full force and effect for a period of 25 years from the date that this Declaration is recorded. After said 25 year period, the covenants conditions and restrictions shall be automatically extended for -10- successive periods of 10 years each, unless an instrument, signed by three fourths of the then owners of record of said property has been recorded, agreeing to amend this Declaration in whole or in part or to terminate said Declaration. ARTICLE IX AMENDMENTS These restrictions may be amended at any time, and from time to time, by an instrument in writing signed by three fourths of the then owners of record of said property, which said written instrument shall become effective upon its recording in the office of the County Recorder of Santa Clara, State of California. Any amendment to Paragraph B. 2., Article VIII shall, in addition, require the approval of the City of Saratoga. ARTICLE X BREACH A. The covenants hereby established shall operate as covenants running with the land; and further Declarant and /or the owner of any of the real property described herein, including any bona fide purchaser under contract, in the event of a breach of any said restrictions and covenants or a continuance of any such breach may by appropriate legal proceedings take steps to enjoin, abate or remedy the same. It is hereby agreed that damages are not an adequate remedy for such breach. B. Every act or omission whereby any of the covenants contained in this Declaration are violated in whole or in part is hereby declared to be and constitutes a nuisance, and every remedy allowed by law or equity against a nuisance, either public or private, shall be applicable and may be exercised by Declarant, the Board, the Committee, or the owner of any of the real property described herein. C. The remedies herein provided for breach of the covenants contained in this Declaration shall be deemed cumulative, and none of such remedies shall be deemed exclusive. D. A breach of the covenants contained in this Declaration shall not affect or impair the lien or charge of any bona fide mortgage or deed of trust made in good faith and for value on any building site; provided, however, that any subsequent owner of such property shall be bound by said covenants, whether such owner's title was acquired by foreclosure or in a trustee's sale or otherwise. A lender who acquired title by foreclosure or deed in lieu of foreclosure or trustee's sale shall not be obligated to cure any breach of the covenants which occurred prior to such acquisition of title but shall be bound by said covenants. ARTICLE %I RIGHT TO ENFORCE The provisions contained in this Declaration shall inure to the -11- benefit of and be enforceable by Declarant, its successors or assigns, or the owner of any of the real property described herein, and each of their legal representatives, heirs, successors or assigns, and the failure to enforce any of such covenants or restrictions herein contained shall in no event be deemed to be a waiver of the right to do so thereafter. In any legal proceeding commenced by anyone entitled to enforce or restrain a violation of this declaration, or any provision thereof, the losing party or parties shall pay the attorney's fees of the winning party or parties in such amount as may be fixed by the Court in such proceeding. Any right reserved by Declarant herein is also hereby reserved to Declarant's successors or any entity designated by Declarant in writing including the Board and the Committee. ARTICLE XII SEVERABILITY In the event that any of the provisions of this Declaration are held to be invalid or unlawful by a final judgment of a Court of competent jurisdiction, such invalidity or illegality shall not affect the validity of any of the order provisions hereof. ARTICLE XIII PROTECTION FOR MORTGAGEES AND TITLE INSURANCE COMPANIES The owner of any encumbrance for value on any said building site and any corporation insuring the lien of such encumbrance may conclusively presume that no breach exists under these restrictions, provided such encumbrance is recorded in the Office of the County Recorder of Santa Clara County prior to the commencement of any action to establish any such breach and not within sixty (60) days after the recording of any Notice of Nom Compliance, anything contained herein to the contrary notwithstanding. For the purpose of making a search upon, or guaranteeing or insuring title to, or any lien on or interest in, any lot or parcel of said property, and for the purpose of protecting purchasers and encumbrancers for value and in good faith as against the performance or non performance of any of the acts in this Declaration authorized, permitted or to be approved by the Committee, the records of the Committee shall be prima facie evidence as to all matters shown by such records. ARTICLE %IV SINGULAR INCLUDES PLURAL The singular shall include the plural, and the masculine the feminine whenever the context herein so requires. IN WITNESS WHEREOF, Morrow Investment Ltd., a California corporation, has caused its name to be hereunto subscribed by its officer thereunto duly authorized and first here a• ve written. DATED: November 24, 1986 MO ROW ES PLy' NT LTD. B -12- CORPORATE ACKNOWLEDGMENT NO. 202 State of California County of Santa Clara OFFICIAL SEAL H, PATRICA BRUMMETT 1 NUI,ad1 eubLIC CALIFORNIA SANTA CLARA COUNTY 1 My Commission Expires Oct. 10, 1989 01.5AN:6):9c.,V W)n:5C ”GratIQG)a6-Jux2 GT: On this the 24th day of November H. Patrica Brummett the undersigned Notary Public, personally appeared Brian H. Morrow 6 personally known to me proved to me on the basis of satisfactory evidence to be the person(s) who executed the within instrument as President or on behalf of the corporation therein named, and acknowledged to me that the corporation xecuted it. WITNESS -nd and official sea Notar ignature 19 before me, 7120 122 NATIONAL NOTARY ASSOCIATION 23012 Ventura Blvd. P.O. Box 4625 Woodland Hills, CA 91364 RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: City of Saratoga Department of Public Works 13777 Fruitvale Avenue Saratoga, CA 95070 OFFER TO DEDICATE A WATER LINE EASEMENT APN 517 -36 -007 LOT 2 TRACT 7888 20959 HIDDEN VIEW LANE For valuable consideration, the undersigned owners of real property situated in the City of Saratoga, County of Santa Clara, State of California, and more particularly described in Exhibit A attached hereto, hereby warranting that they constitute all of the owners thereof, for themselves, their heirs, successors and assigns, hereby irrevocably offer to dedicate to the City of Saratoga, a Municipal Corporation, a water line easement under, over, and across said property. Said water line easement is offered with t11e following terms and conditions: 1. The easement is for the sole purpose of installing, operating and maintaining a pressurized water line to serve the City's Hakone Gardens. The City shall be fully responsible for the water line, and any required maintenance thereof and repairs thereto. 2. City shall endeavor whenever possible to provide owners with 24 hours advance notice before accessing the easement to perform maintenance or repair activities in connection with the water line. However, the inability of the City to contact owners shall not in any way preclude access to the easement by either the City or its authorized agents. In the event of an emergency, the City and /or its agents sha have full and immediate access to the easement. 3. The easement shall be kept free and clear at all times of any permanent structures and other physical encumbrances which would prevent access to the easement and any portion thereof, including the water line. 4. City shall, in a timely manner, restore owners' property, _including the easement, to conditions existing prior to entrance czto owners' property, aftr the performince )f any maintenance, repairs or other activitie _n connection with the water line. 5. The water line where it exists within the easement shall, at all times, be buried to a minimum depth of one foot, except during those times when it is necessary to temporarily expose the line for maintenance or repair. 6. The easement shall benefit the City of Saratoga and remain in full force and effect for as long as the City continues to own the Hakone Gardens property. In the event the City sells or otherwise transfers title to the Hakone Gardens property to a private party, Grantor reserves the right to terminate the easement after providing the City with thirty (30) days written notice of Grantor's intention to terminate the easement. 7. Grantor shall not be responsible for any damage resulting to the water line unless such damage is caused by the willful or intentional misconduct of the Grantor. The undersigned understands that the within offer can only be accepted by resolution of the City Council of the City of Saratoga and recordation of this instrument shall not and will not constitute acceptance of the within offer to dedicate. This offer shall be irrevocable and shall be binding upon our heirs, personal representatives, successors and assigns. The plural as used herein shall include the singular, and the singular shall include the plural. Executed this day of 19 (All signatures must be acknowledged before a Notary Public attach either a corporate, individual or partnership notary form.) KC CURB 114 CONCRETE PAVED AREA. A.C. BERM 2% VARIES 14' TO A.C. SWALE (6' UP SLOPE) 2% A.C. BERM 18' \_I12' A.C. PAVING 1 3' A.C. PAVING 2% 3' A.C. PAVING 9' A.B.M. COMPACTED SUBGRADE (95 6' A.B.M. WITH 6%E -10/I O ENV NEN /4 MENT WHERE COMPACTED SUBGRADE NOTED Oil PLAN. SEE SHEET 4- A. EMERGENCY ACCESS ROAD DETAIL WITHIN LOT I WIDEN EXIST. ROAD BED WHERE NOTED ON PLAN AND CONST. RETAINING IF REOURED SEE SHEET 5 FOR DETALS WALLS THIS PROCEDURE APPLES ALSO TO UPSLOPE SE1E OF ROAD (CUT WALL) AS NOTED ON THE PLAN NEW COMPACTED FILL 95% REL. COM.) 6' A.B.M. fJ SCARFY EXIST. ROAD BED AND RE- COMPACT f% TO 95% RELATIVE COMPACTION PRIVATE ACCESS ROAD DETAIL WITHIN LOTS 3 4 AND LANDS OF WILLIAMS 18' TYPICAL (26' WHERE NOTED) EXIST. GROUND 1 NEW PRIVATE ACCESS ROAD DETAIL WITHIN LOTS I 2 Larry Perlin City Engineer City of Saratoga 13777 Fruitdale Saratoga, CA 95070 Dear Sir: MELVIN R. HILL, INC. R.C.E. 19704 142 KENNEDY AVENUE CAMPBELL, CA 95008 408 -866 -1546 FAX 866 -1375 86179/88092 5 October 1990 Apparently there has been some confusion about the street sec- tion of the private driveway serving Tract 7888 off Bohlman Road in Saratoga, California. Enclosed is a copy of my recom- mendations that were used, tested, and accepted by the City of Saratoga. For your information, 6 inches of Class II baserock was used instead of Class III baserock. If you have any questions, please feel feel free to call me at my office. y Q p3FESSto ag e 11 o. 19.704 s Exp. Sep. 30, 1993 Ir F ‘Fg� Yours truly, R.C.E. 1 MELVIN R. HILL, INC. 142 KENNEDY AVENUE CAMPBELL, CALIFORNIA 96008 JOB 0 SHEET NO OF DATE DATE CALCULATED BY CHECKED BY k SCALE ita v‘N No. 19 9,704 Exp. 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Morrow Morrow Investment Ltd. 180 Belwood Gateway Los Gatos, CA 95030 O �t Recitals THEREFORE, it is agreed as follows: Grant of Easement 9075. 39 Recorded Califor the Company DEC 19 1986 e.00 AM Santa Cla Co O ff i cia l Records WATER FACILITIES AND GRANT OF EASEMENT AGREEMENT Preamble This Agreement made this iCV 1986, between the City of Saratoga, hereinafter sometimes referred to as "Grantor" or "City" and Herbert James Fenolio, II and Carol Barbara Fenolio, Morrow Investment Ltd, Silas N. Miller and Norma Miller, and A.J. Raisch Paving Co., hereinafter referred to as "Grantee" or separately referred to as Fenolio, Morrow, Miller and Raisch, respectively. WHEREAS, Grantor is the owner of that certain parcel of land sometimes referred to as part of the Hakone Gardens, a legal description of which is attached hereto, marked Exhibit "A" and incorporated by this reference, and hereinafter referred to as "Servient Tenement and WHEREAS, Fenolio is the owner of that certain real property, sometimes referred to as the Land of Fenolio, a legal description of which is attached hereto, marked Exhibit "B" and incorporated by this reference, and hereinafter referred to as "Dominant Tenement"; and WHEREAS, Morrow Investment Ltd is the owner of that certain real property, sometimes referred to the Land of Morrow, a legal description of which is attached hereto, marked Exhibit "C" and incorporated by this reference, and hereinafter referred to as "Dominant Tenement WHEREAS, Silas N. Miller and Norma Miller are the owners of that certain property, sometimes referred to as the Land of Miller, a legal description of which is attached hereto, marked Exhibit "D" and incorporated by this reference, and hereinafter referred to as "Dominant Tenement WHEREAS, A.J. Raisch Paving Co. is the owner of that certain property, sometimes referred to as the Land of Raisch, a legal description of which is attached hereto, marked Exhibit "E" and incorporated by this reference, and hereinafter referred to as "Dominant Tenement WHEREAS, Grantee desires to acquire certain rights in the Servient Tenement; For valuable consideration, Grantor hereby grants to Grantee an easement as hereinafter described. Character of Easement The easement granted herein is appurtenant to the Dominant Tenement. Description of Easement The easement granted herein is a right to erect, construct, install, maintain, repair and replace a water system, as more particularly described in that certain agreement dated November 21, 1986, between the owners of the lands of Morrow, Fenolio, Miller and Raisch, concurrently recorded herewith and carry water through said system. Location The legal description of the location of the easement is attached hereto, marked Exhibit "F" and incorporated by this reference. Use by Dominant Tenant The easement granted herein includes the right of ingress and egress on to the Servient Tenement for the purpose of erecting, constructing, installing, maintaining, repairing and replacing the above referred water system. Hold Harmless Agreement Morrow, Fenolio, Miller and Raisch, for themselves and their respective successors and aligns, hereby agree to indemnify and hold the City of Saratoga, its officers, officials, agents, employees, boards, commissions and consultants free and harmless from and against any and all claims, demands, casues of action, damages, liabilities, costs and expenses (including the expense of attorney's fees for defending any action brought against the City of Saratoga or any of its officers, officials, agents employees, boards, commissions or consultants) arising out of or in any manner relating to loss, injury or damage sustained by any party to this agreement or any other person as a result of the use of the easement granted by the City of Saratoga in favor of Morrow, Fenolio, Miller and Raisch on land owned by the City. A copy of said easement is attached hereto and marked Exhibit "F Liability Insurance Morrow shall obtain a policy of general liability insurance in the sum of One Million Dollars to cover the work of improvements to be done by Morrow in connection with the development of the Lands of Morrow. Said policy shall name the City of Saratoga as an insured party thereunder. Said policy shall include specific provision for 10 days prior written notice to the City of any reduction or cancellation in coverage. -2- 1 Attorney's Fees In the event of any controversy, claim, or dispute relating to this instrument or the breach thereof, the prevailing party shall be entitled to recover from the losing party reasonable expenses, attorney's fees, and costs. Binding Effect This instrument shall bind and inure to the benefits of the respective heirs, personal representatives, successors, and assigns of the parties hereto. IN WITNESS WHEREOF, the parties hereto have executed this instrument the day and year first above written. City of Saratoga p By: IA CO Op SET BRA)) Ss. GRANTOR 7707.1-7742721.2.6/ Norma Miller' on the this �ned 3 /•-a; unders daY of 7 (''�perso ��ally appeared o pr na11y 6 and the per the ha to he a owi whose e (s 1S of sfa w1'1 SS my hand and official uted i to SOribed evidence Seal o f the within e C ity of Sa ratoga. -w Co. 'r •ins STATE OF CALIFORNIA On this l day of P3 e t),p An4 f.-a.� in the year (R S G before me COUNTY OF .(a rt, a 00, A Cher a Notary Public, State of California, dun commissioned and sworn Q ersonally appeared S -iQ ()v 4QY personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name L v subscribed to the within instrument, and acknowledged to me that he executed the same. IN WITNESS WHEREOF I have hereunto set my hand and affixed my official seal in the f o A County of C A on a on the date set forth above in this cert cate. OFFICIAL SEAL KATHLEEN A. McCAIG NOTARY PUBLIC CALIFOF NIA SANTA CLARA COUNTY My Comm. Eapirea Aug. 20, 1990 Kc4ThQQQ c� \n-,e Notary Public, State of California My commission expires 0. L Z o 19 4' n Cowdery's Form No. 32— Acknowledgement to Notary Public Individuals (c.c. sec. 1189.1 This Mcumenl in only a general loran which may be proper lot use in simple transactions and to no way acts. Of a intended to act. as a suaslpNle for the wawa on an attorney. The pueusttet does not make any warranty, ether express or impled as to the legal valaity of any provision or Ind suMeiM of Made fonts nn any ipecac transaction. O n this a\ day of _0a in the year STATE OF CALIFORNIA 9. before me COUNTY OF 4-et Q o o,�__A (Yl_ C° Y a Notary Public, State of California, duly commissioned and s orn, personally appeared OFFICIAL SEAL KATHLEEN A. McCAIG NOTARY PUBLIC CALIFORNIA SANTA CLAM COUNTY My Comm. Empires Aug. 20, 1990 in this cei4ificate. ,nts exumenl a only a general form whmn may be proper lot use m simple transactions and in no way acts or is intended to act as substitute fa the advice on an attorney The publisher does not make any warranty either eaweaa of implied as to the legal vald4V of any provision of the w,ItIIM of Mese looms to any apemen transaction Cowdery's Form No. 32— Acknowledgement to Notary Public Individuals (c.c. sec. 1189.1 personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name subscribed to the within instrument, and acknowledged to me that the executed the same. IN WITNESS WHEREOF I have hereunto set my hand and affixed County of my official seal in the on the date set forth above I I e Notary Public, State of Cali arnia �0 1`1'90 My commission expires STATE OF CALIFORNIA COUNTYOF_ CT,ARA OFFICIAL SEAL KATHLEEN A. McCAIG NOTARY PUBLIC CALIFORNIA SANTACLARA COUNTY My Comm. Eewer Aug- 20, 1990 This document s only a genera/ torn which may be proper 'ar use In um* vonsacems and in no way ads, or 'a intended to act as a substitute tor Me Svcs d me an attorney e publisher does rot make any warranty steer express or implied as to the new middy ol any prmlacn or the susatilM of ere.. 'arms In any mimeo transactor Cowdery's Form No. 28 Acknowledgement to Notary Public Corporation (C. C. Secs. 1190 1190.1) STATE OF CALIFORNIA COUNTY OF A_�S CIARA— OFFICIAL SEAL KATHLEEN A. McCAIG NOTARY PUBLIC CALIFORNIA SANTA CLARA COUNTY Mr Comm. Expires Aug' 20. 1990 my official seal in the O Dray general Men we'd' may Cgooppe� for emcee T Men ded to either for t a mortal es to w'enrw way acts, maim aM w anwty tl a nidIy ol a y pp does d Mee Mme In eery pecac transaction the WO aaadty d any mansion on the lutaglXry Cowdery's Form No 28 Acknowledgement to Notary Public Corporation (C. C. Secs. 11904190.1) On this 21 s t 1986 KATHLEEN A. McCAIG e sa IN WITNESS WHEREOF I San on day of Nnvpmhpr My commission expires in the year before me a Notary Public, State of California, duly commissioned and sworn, personally appeared BRYAN A. RATSCH personally known to me (or proved to me on the basis of satisfactory evidence) to be the Secretary of the corporation that executed the within instrument, and also known to me to be the person who executed the within instrument on behalf of the corpora- tion therein named, and acknowledged to me that such corporation executed th me have hereunto set my hand and affixed Clara County of Cal if nrni the date set forth above in this certificate al 4_ m rl LU.1/IO�Dwn Notary Public, State -Of California Aug. 20, 1990 j in the year On this 1 c day of before me w a Notary Public, State of California, eared duly commissioned and sworn, personally app BRIAN H. MORROW evidence known to me (or proved to me on the basis of satisfactory corporation to me Pe rsonally President the be the to be the an d also known that executed the within instrument, person who executed the within instrument on behalf of the corration exrputed pora' tion therein named, and acknowledged to me that such corpo the same hand IN WITNESS WHEREOF I have hereunto set my and s h n�xed County my o cia] seal in the on the date set forth above in t c ertificate. Notary Public, State of Cali ornia 0 490 My commission expires State of California County of Santa Clara CAROLYN G. WILSON PC J C ALIFORMA CI COUNTY Y !Cy Ckr F 3. CO! 4141 2, 1999 On this the 71 Gr day of u ember 19, before me, SS Carolyn G. Wilson the undersigned Notary Public, personally appeared Carol Barbara Fenolio personally known to me Cad proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is within instrument, and acknowledged that WITNESS my hand and official seal. /J. /G CslI''- Carolyn G. Wilson she subscribed to the executed it. C �QCtIL :c 1 Notary's Signature VIJIJ J!J lJJlJ./ 1J!!!!!J!!J!!J/J!J!!J!/J/JllJJJ IJJ!!. l/! /!/J!lJIJJJIIIJJIJJJJJllIJJJJJ! !J GENERAL ACKNOWLEDGMENT JIJIr!!J!lrlrJJ JJ IJ./ rJ/JJ!!J/!.//J!! r lJlJJ!!J/J!!!r!r!!!�!lJrIJJJJ /J JJJIJJY !J' ir CAROLYN G. WILSON ''d 1 NOTARY File', .0 CAUFOSN;A f•,' :Atilt C' ^':.Y COUNTY My rcmmlvWn C;Citee Ayil 2, 1998 Carol n G. Wilson GENERAL ACKNOWLEDGMENT State of California County of Santa Clara S S. EXHIBIT "A" 1J Pmber 19�, before me, On this the 24tH_ day of Carolyn G. Wilson the undersigned Notary Public, personally appeared Herbert James Fenolio II L1 personally known to me Rix proved to me on the basis of satisfactory evidence YP subscribed to the to be the person(s) whose name(s) executed it. within instrument, and acknowledged that he WITNESS my hand and official seal. Notary's Signature i /tn NO 20 PARCEL NO. 1: All ti• certain. -pacc c•f l2nd 2il :a, .n the County cf Santa Clara, State of CaeLfornia, dencrinod as follow:: THIE EASTERLY PORTION of the 3cutl:uaat 1/' of the Northeast 1/4 of Section 11, Township 8 Scut.`:, Range 2 wcct, M.D. M. bounded and dcccribcd an follows, to -wit: COMMENCING at the East 1/4 Section corner of Section 11 aforesaid W1 -rh corner also marks the Southwest corner of that certain 18.'18 acre tract of land Deeded by henry ICaclay and wire, to Catherine F. Doyle, et al, which Deed is dated March 6,1389 and recorded in Book 217 of Deeds, pr.“Je 168, record: of Santa Clara Count :7; ^uu :dn: thence along said 1/4 Section line, extending East and West throu;'.h Section 11, wldch line alzo constitutes the Northerly line of the property now or formerly of Hutchinson, North 89 06' West 7.57 chains; thcr.cc leaving said 1/-1 Section lino, and running along the Easterly line of t e land new or formerly of the Hughes Manors Estate, North 1 West 20 chains to a point in and near the center of Campbell's Creek, said point bcinc on the ;Icut:crly line of the land now or formerly of Shirley; thence Eact atom; the Scuth:rly line of the said Shirley Land, 7.57 chain:, more or lens, to a point on the East line of said Section 11, which line also constitutes the We:t boundary of the Quito Rancho, as said Rancho is laid out on ttihc Official Survey thereof; thence Scuth along said dividing line, 20 chains to the pcint of ecrnrncncemert. CONTAINING APPROXI;.IATELY 15.14 acres of land, and being the same land conveyed by Ellen M. Simp_on to Bartholomew Shane, also known as Bartholomew Sheehan, by that certain Decd dated December 20,1883 and recorded in the office of the County Recorder of the County of Santa Clara, in L3ook 70 of Deeds, at page 466. EXCEPTING, HOWEVER, the following portion. of the above described property, as follows: BEGINNING at a stake marked 1/83. standing at the Southeast corner of the Northeast quarter of the Ilorthea :t quarter of Section 11 Township 8 South, Range 2 West and In the West line of the Quito Rancho,• and from w"rlch a live oak 36 inches in diameter r::arked P. T. 1/83. bears 22 Wect 2.12 chains, and running thence along the South line of said Northeast 1/4 of the Northeast 1/4 of said Section 11, Scuth 33 i3O' West a. 43 chains to a stake marked P. 3. standing in the center of the Saratoga Turnpike and from which a live oak 12 inches in diameter marked B. T.T.S. bears 88 1/2 West`92 1/2 links and a redwood 22 inches in diameter marked E. T. P. S. bears South 0 20" West 76 links; thence along the center of :;aid turnpike•Sout 66 28' Erct .44 chains, and North 59 37 East 2.. 7,- l/f; chain: to the place of beginning,.. contairintj approximately 0.384/1000 acr_s and being a part of the.Southoazt 1/4 of the Northeast 1/4 of Section 11, 'Town :hip 8 South, Range 2 West, Courses true. Variation 16 35' East. 1 ALSO EXCEPTING THEREFROM that portion thereof as convcyed`by Michael Gregory to Barbara Caldwell and Clifford Ceniy, Tr., by a Quit Claim Deed dated July 22,1959 and recorded July 24,10x9 in Book 4492 of Official Records, *page 245, and more particularly described as follows: (Cent'd on next page) _EXIIIBIT a Beginning at a 2" iron pipo set at the ScuUiwc:tcrly corner of the Quito Rancho and the Southeasterly corner of the ,cuLheast 1/4 of the Plor theact 1[1 of Section 11 in Town:?.i) 3 South, Range 2 Went, M.D. 3. &M., said point of beginning also being the :cut'hwesterly corner of that certain 18.48 acre tract of land described.in the Deed from Henry 14:aclay, et ux,. to Cathereine F. Doyle et al, dated March 2,1089 and recorded in Hook 217 of Deeds, at page 168, Santa Clara County Records; thence running along the Westerly line oh said 18.48 acre tract of land N. C W. 92 :4 feet and N. 24 45' W. 19.09 feet to a 1 1/2 inch pipe; thence leaving said line and running East and parallel with the Southerly IL-: of ,;aid 16.48 acre tract of land,17 feet, more or less, to a point on the Westerly line of the Quito Rancho and the Earterly line of the Southeast 1./4 of the Northeast 1/4 of Section 11 in Township 8 South; Range 2 Wcst; thence runnlntj South and along said line to the point of beginning and beinc a porgrm of the Southeast 1/4 of the Northeast 1/4 of said Section 11 in Township 3 .;out::, Range 2 West, M. D. and M. AND ALSO EXCEPTING THEREFROM the following described property: BEGDINING at a 2 inch L -cn pipe set at the Southwesterly corner of the Quito Rancho same being also the Scutt :canterly corner of the Southeast 1/4 of the Northeast 1/4 of Section 11, in Township 8 South, Range_ 2 West, M. D. B.& M. said point of beginning being also the Southwesterly corner of that certain 18.48 acre tract of land described in the Deed from Henry Maclay, et tax, to Catherine F, Doyle, et al, dated March 2,1889 and recorded in Book 217 of Deeds at page 168, Santa County Records• running thence along the Westerly line of said 18.48 acre tract of land as so described N. 6 W. 92.4 feet and N. 24 45' W. 19.09 feet to the true point of beg inning of this description; thence N. 24 45' W. 1(ts.01 red, thence N. 0 03' 15" E. 050.46 feet to an iron pin at a Northwesterly ccrner cf ssic 13.48 acre tract above referred to; thence S. 89 16' E. 78.34 feet to a point in the Westerly line of the Quito Rancho same being also the Easterly line of Section 11, In Township 8 South, Range 2 West,* thence along said line S. 0 40' 30" E. to a point therein which bears S. 88 46r E. along a line parallel to the Southerly line of said 18.48 acre tract and 17 feet, more or less, from said true point of beginning; thence Westerly along said last mentioned parallel line, 17 feet, more or less, to the said true point of beginning. PARCEL NO. 2: A ll'that certain parcel of land situate in the City of Saratoga, County of Santa Clara, State of California, described as follows: BEGINIQING at the Northwest corner of the old stone building originally used as a flour mill and later as a tannery and winery standing on the Southern edge of the present county road (formerly Toll Road) leading from the Western end of Lumber Street in the Village of Saratoga to Congress Springs, and on that part of the former Charles N.aclay Tract in the Quito Rancho, now owned by The San Jose Water Company and marked with the words "Stone Building" in the Southernmost building shown on the Map of the property of the San lose Water Company in the Village of Saratoga in sail County of Santa Clara, surveyed May 14 and 15 1902 by A: T. Herrmann, Licensed Land Surveyor, and recorded in Book F -2 of Maps, at page 16, in the office of the County Recorder of said County of Santa Clara; and running thence along said Southern edge•of said.County Road, (Cont'd on next page) and i;orth'rrn face of _c1 Ston• i:Ui'_ :11:' florti 90° 261 Fast 1.11 el tr the 1:orihea :tern corner of said ;;tone ;:ailcancr' thence in a straight prolnn;ation Easterly of raid IlorClarn face, of raid Stone Building, North East a c in. de _:nL: the in b t., Sc.:arr:ra lia2 �of tch �n _to the lino :,t a c 1 o etrre�.n t..,, raor e:Lid ;,':kr.c .aclay Tract, andthat part of the Quito Ranch, formerly owned by J. Mac lay and now owned by C. A. Fisher, and as shown on said Map; thence along said la :t named division and fence line with the following courser. and d1 :aln c._s: South 02 1/2 West 1.20 chains to stake J. M. 4, South 56 West 0.95 chains to a stake J. M: 5, South 37 West 0.29 chains to stake J. M. 6, South 78 1/2 West 1.06 chains to stake 7. M.'7, South 80 3/4 We :t 2.65 chains to ztai:e 7. M. 3, and South 42 West 0.52 cains to stake W. C. at the common corner for said original Charles Maclay and J. Maclay tracts in the Eastern line of the lands formerly of B. Sheehan, and now owned by Mrs. P. E. Fleming and Western line of the Quito Rancho; thence along said last named line, North 1 Wcst 0.93 chains to a point in the Southern edge of the aforesaid County Road leading to Congress Springs, as shown on :aid Map; and thence North 64 1/4 East 35 chains to the point of beginning. Containing approximately 0. b7 acres of land, and being a part of that part of the formerly Charles Maclay Tract in the Quito Rancho now owned by the said; San Jose Water Company, particular reference for the location of said old stone building and the fence line between the former Charles Maclay Tract and J. Maclay Tract, being had to the aforesaid Map of a Survey of the property of the said San Jose Water Company in the said Village of Saratoga, surveyed May 14 and 15, 1902 by A. T. Herrmann, Licensed Surveyor, and recorded in Book F -2 of Maps, at page 16, in said Recorder's Office. Courses true. Variation 17 East. ALSO a strip of land 200 feet wide bounded on the West by the West line of Quito Rancho as lately established in the resurvey of the Swain Tract by Charles Herrmann, Surveyor and C. E., South by the Northerly line of the private road now used by Doyle, East by a line parallel to said Western boundary of the Quito Rancho and distant therefrom 200 feet measured.at right angles to said Western boundary of said Quito Rancho and North by lands of P. Masson and being a part of the 10.30 acre tract in the Quito Rancho, Deeded by C. A. Fisher to Liela B. Swain, by Deed dated November 14,1904 and recorded in Book 286 of Deeds, at page 105, Santa Clara County Records, together with the right of way over the road leading from the Saratoga Turnpike to Doyle's place, as changed by a certai CDoed from Liela B. Swain, et al, to H. Ray Fry, dated September 10,1907 and recorded September 12,1907 in Book 324 of Deeds, page 226. EXCEPTING THEREFROM all that portion thereof described as follows: All that certain 0.078 acre parcel of land shown on that certain Map entitled, "Record of Survey for Joseph Gresham et al, within the City of Saratoga of a portion of the Liela B. Swain Tract 286 D 105.and a portion of the E. W. Welch Tract 4563 O.R. 354 in the Quito: Rancho which Map was filed for record in the office of the Rbcorder, County of Santa State of California, on October 6,1961 in Book 138 of Maps, at page 46. (Cont'd on next page) PARCEL NO. 3: All that certain parcel of land situate in the•City of Saratoga, County of Santa Clara, State of California, described as follows: BEGINNIIIG at a point on the Southerly line of Congrest'Springs Road, said point being a one inch axle marked 7.14. -3 at the Westernmost corner of that certain 1.1956 acre tract of lard described in the Deed from John E. Cox, Sr., et ux to Robert Lee Williams et ux dated July 14,1947 and recorded July 16,1947 in Book 1486 of Official Records page 453, Santa Clara rt Cou Records; thence along the Southwsterly line of said 1.1956 acre tract S. 14 12' 10" E. 30,00 feet; thence S. C7 36' 34" W. 213.88 feet, morel or less, to a point on the Westerly line of that certain 1.12 acre tract of land conveyed to Ellsworth W. Welch and iaaquellaz H. Welch, his wife, by Deed dated September 24,1959 and recorded October 2,1359 in Book 4583 of Official Records, page 354, Santa Clara County Records; thence N. 0 40' 25" W. and along said Westerly line 12.77 feet, more or less, to the Northwesterly corner of said 1.12 acre tract above mentioned; thence along the Northerly and Northwesterly lino of said 1.12 acre tract, the following courses and distances; N. 78' 15' 38" E. 65.20 feet to a one inch axle marked 7. M. -6• N. 37 48' 59" E. 18.51 feet to a one inch axle marked 7. M. -5; N. 58 23' 14" E., 62.10 feet to a one inch axle marked J. M.-4 and N. 57' 47' East 77.01 feet to a one Inch axle marked 7.M. -3 at the point of beginning. PARCEL NO. 4: AU that certain parcel of land situate in the County f Santa Clara, State of California, described as follows: ALL OF PARCEL 1, as shown upon that certain Map entitled, "R coil of Survey for Joseph Gresham, et al, of a portion of Section 11, To p 8 Soutfi Range 2 West Mount Diablo Base and Meridian", which Map filed for record in the office of the Recorder of the County of Santa Clara, tate of California on J n cry 9, 1964 in Book 171 of Map©, at page, 35 CONTArbarIG vIATELY 0.613 acres. VESTING: cif.. DAN WAYNE LEE and JUNE E. LEE, his wife, as joint tenants, as to a 1/6 interest; JOSEPH N. GRESHAM and CLAR.A A. GRESHAM, his wife as joint tenants, as to a 1/6 interest; JOSEPH ELDON GRESHAM and DEON GRESHAM, his wife, as joint tenants, as to a 1/6 interest; JOHN J. KAN and HELEN KAN, his wife, as joint ten- ants, as to a 1/6 interest; GEORGE HALL and MARIE HALL, his wife, as joint tenants, as to a 1/6 interest; and JOHN C. YOUNG and MARY YOUNG, his wife, as joint tenants, as to a 1/6 interest. All Lhat certain real prnperry:::ituate la the County oC Santa Clara, State cf California, described as follows: t':%CZL 0)G BEGINNING at a 2 inch pipe at the Southwest corner of the Quito Rancho, being also the k Section corner betweeu•Seccions 11 and 12, T. 8 S., R. 2 W., M.D.D. ?l; thence. from said point of beginning 5. 89° 06' W., along the k Section line running East and West through the center of said Section 11 a distance of 623.7. feet to a stake marked T.C. standing in the Southerly line of the tract now or, formerly of Tyson, from which the Southeast corner of said Tyson Tract bears 5. 89° 06 E., 125.40 feet; thence leaving; said Southerly line and running S. 3° 15' E., a distance of 190.08 feet to a stake marked C in the Southerly line of the 41.38 acre tract described in the Deed to henry B. Reynolds, at al, recorded October 27, 1919 in Book 498 of Deeds, page 87,'Santa Clara County Records; thence along the general Southerly line of said 41.38 acre tract the following courses and distances: N. 84° 35' E., 149.16 feet; 5. 80 20' E., 166.98 feet; then :c'S. 47° 00' E., 77.55 feet; thence S. 85 00' E., 67.49 feet; and thence N. 79 30' E., 181.83 feet to a pipe at the most Southeasterly corner of said 41.33 acre tract in the line between said Sections 11 and 12; thene N. 0° 20' W., along said section line 10.98 feet to the intersection thereof with the Southwesterly line of that certain parcel describ' as Parcel Nn. 1 in the Deed to Douglas L. Beatty, et ux, recorded July 9, 1965 in Book 7025 of Official Records, page 335; thence along the Southwesterly and Northwesterly lines of said last mentioned parcel the following courses and distances: N. 88° 15' W., 65.72 feet; thence N. 26° 40' 01" W., 47.91 feet; thence N...46u 06' 56" E:; 59.13 feet; and N. 56° 59' 40" E., 42.53 feet to a point in said section line; thence N. 0° 20' W., along said section line, 96.74 feet to the point of beginning. RESERVING THEREFROM a non exclusive easement for ingress and egress over and along a strip of land 6.00 feet in width, the South easterly and Northeasterly lines of which are described as follows: BEGINNING ata South 0 20' 20" East along the line between Sections 11 and 12, Township 8 South, Range 2 West, Mount Diablo Base and Meridian, 96.74 feet and North 56° 59' 40" Easc 81.99 feet from an iron pipe at the one- quarter section corner between said Sections 11 and 12 and at the Southwesterly (Cont'd on neat page) ROC 08 R FCOROfRa oR T on v r iamml RtGe e.dl 1 Description Page 2 rd' l corner or the Quito Rancho; thence from said Point of beginning, Sontl: 56 59' 40" West 124.52 feet; iheoec South 4G° 06' 56" West 59.13 feet; thence South 26 40' 01" East 47.91 Ccct; thence South 83 15' 00" East 65.72 fret to a point on said Section line between said sections 11 and 12 and distant thereon North A° 20' t :esc 10.93 feet from an iron pipe on said section liuc; the North- westerly and Southwesterly lines of said 6.00 feet strip being extended to intersect said section line. 1',UtCEL 1140: A NON EXCLUSIVE easement for ingress and egress over and along a strip of land 12.00 feet in width, the centerline of which is described as follows: SEUINNINC at a point distant South 0 20' 00" East along the line between Sections 11 and 12, Township 8 South, ]Lange 2 West, Mount Diablo Base and Meridian, 96.74 feet and North 56 59' 40" East 81.99 feet from iron pipe at the ono- quarter section corner between said Sections 11 and 12 and at the Southwesterly corner of the Quito Rancho; thence from said Point or Beginning, South 56 59' 40" West 124.52 feet; thencc'South 46° 06' 56" t4cst 59.13 feet; thence South 26° 40' 01" East 47.91 feet; thence South 88° 15' 00" East 65.72 feet to a point an said Section line between said Sections 11 and 12 and distant thereon North 0 20' West 10.98 feet from an iron pipe on said section line; thence South- easterly in a direct line to a point which bears South 77 20' 06" East 71.52 feet from said last mentioned iron pipe; thence South 49 55' 55" East 93.04 feet; thence North 65° 58' 09" East 89.28 feet; thence North 73 03' 26" East 75.45 feet; thence North 66° 20' 37" East 104.37 feet; thence North 80° 38' 45" East 113.16 feet; and thence North 74° 36' 26" East 352.45 feet to a point in the center line of Bolman Road. E•XCEPTIt4C. FROM said strip of land all that portioa:thcrcof lying within Parcel No. 1 hercinabove described. CONTINUED The land referred to herein is situated in the City of Saratoga, County of Santa Clara, State of California, and is described as follows: PARCEL ONE: A PORTION of the parcel of land conveyed to Catherine F. Doyle, et al, by Deed recorded March 3, 1899 in Book 217 of Deeds, Page 168, Santa Clara County Records, described as BEGINNING at the Northwesterly corner of Parcel 1 of the Record of Survey of a portion of the lands of the Hincks Estate in Section 12, Township 8 South, Range 2 West, M.D.B. M., in the City of Saratoga, Santa Clara County, California, filed August 12, 1966, Map Book 213, Page 32, Santa Clara County Records: thence along the Westerly prolongation of the Northerly boundary line of said Parcel 1 N. 87 15' W., 227.44 feet to the Northeasterly corner of Parcel 2 of the Record of Survey for Joseph Gresham, et al, filed January 9, 1964, Map Book 171, Page 35, Santa Clara County Records: thence along the Easterly line of said Parcel 2, 5. 0 40' 30" E., 702.98 feet to a point in the Northerly line of the parcel conveyed to Clifford Conly by Deed recorded October 6, 1931 in Book 582 of Official Records, Page 587: thence along the Northerly and Easterly lines of said parcel conveyed to Clifford Conly the following courses and distances: East along an undefined course, 375.21 feet, more or less; 5. 20 42' E., 80.28 feet; South, along an undefined course, 34.14 feet, to a point in the Southerly line of said parcel conveyed to Catherine F. Doyle, et al; thence East along the last mentioned line 277.5 feet, more or less, to the line described in the Quitclaim Deed to Sisters of Notre Dame De Namur, recorded September 1, 1978, Book D927 of Official Records, Page 141; thence along the lines described in said Deed Northerly to the Easterly prolongation of the Northerly line of Parcel 1 of the Record of Survey filed in Map Book 213, Page 32; thence along said prolongation N. 87 15' W., 195.82 feet, more or less, to the Northeast corner of said Parcel 1: thence along the Easterly, Southerly and Westerly lines of said Parcel 1, the following courses and distances: S. 2 45' W., 113.98 feet: S. 61 51' E., 42.51 feet; S. 31 46' 17" E., 80.79 feet; N. 78 02' W., 142.72 feet: N. 87 20' 13" W., 320.99 feet and N. 0 53' 13" W., 180.85 feet to the Point of Beginning. PARCEL TWO: PARCEL 2 as shown on the Record of Survey for Joseph Gresham, et al, filed January 9, 1964, Map Book 171, Page 35, Santa Clara County Records, described as follows: BEGINNING at the Northwesterly corner of the parcel conveyed to Catherine F. Doyle, et al, recorded March 3, 1899, Book 217 of Deeds, Page 168: thence along the Northerly line of the last mentioned Parcel S. 89 16' E., (S. 87 15' E.) 40.48 feet to the True Point of Beginning: thence along the last mentioned line S. 89 16' E., (87 15' E.) 37.86 feet: thence S. 0 40' 30" E., 709.98 feet: thence West 16.38 feet, as shown on said Record of Survey, to a Westerly boundary of said parcel conveyed to Doyle: thence N. 24 45' W., 52.63 feet to the Southernmost corner of Parcel 1, as shown on said Record of Survey; thence along the Easterly line of said Parcel 1 N. 0 40' 30" W., 655.67 feet to the True Point of Beginning. PARCEL THREE: AN EASEMENT for ingress and egress, 25 feet wide, the centerline of which is described as follows: BEGINNING at a point in the center line of the Bollman Road, so called in Section 12, Township 8 South, Range 2 West, M.D.B. M., said point being located the following courses and distances from the Northwest corner of the Southwest quarter of the said Section 12: North 0 40 1/2' West 803 feet along the Section line, South 87 15' East 1049 feet along a fence line between the lands now or formerly of Doyle and McDonald and its projection to the center line of said Bollman Road, South 34 09' East 244.5 feet and South 10 09' East 47.4 feet along Bollman Road, running thence from said point of begin- ning, 5. 26 18' West 42.7 feet: thence S. 3 55' West 52.5 feet: thence South 12 24' West 65 feet, thence South 21 12' West 35.6 feet: thence South 32 19' West 54 feet; thence South 50 West 51 feet, thence West 27 feet to a' point in a fence line marking the Eastern boundary of the lands conveyed to Catherine F. Doyle, et al, by Deed recorded March 3, 1899, Book 217 of Deeds, Page 168, Santa Clara County Records, as granted to Mabel L. Pierce by Deed recorded August 6, 1938, Book 889 of Official Records, Page 287. PARCEL FOUR: AN EASEMENT for pole line purposes and for installation and maintenance of pipe lines for the distribution of water and gas, 10 feet wide, the North- westerly and Southwesterly lines of which are described as follows: CONTINUED BEGINNING at the point of intersection of the Southwesterly line of the Bollman Road with the Northwesterly line of the Bollman Road with the North- westerly line of that certain parcel of land described as Parcel 2 in the Deed to Sisters of Notre Dame De Namur, California Province, a corporation, recorded August 3, 1936 in Book 779 of Official Records, Page 465: thence along said Northwesterly line of the property so described in said Deed, South 43 West to the Southwesterly line of the parcel so described: thence South easterly along the Southwesterly line of the parcel so described to a point thereon'which is 10 feet Southeasterly from the Northeasterly corner of that certain 18.48 acre tract of land, conveyed to Catherine F. Doyle, et al, by Deed recorded March 3, 1899, Book 217 of Deeds, Page 168, Santa Clara County Records, as granted to Mabel L. Pierce by Deed recorded August 6, 1938 in Book 889 of Official Records, Page 287. Also, over all that area as reserved in the Quit Claim Deed from Margaret Hincks Dyer, es executor of the Estate of Hazel Pierce Hincks, deceased, recorded September 1, 1978, Book 0927 of Official Records, Page 141. PARCEL FIVE: AN EASEMENT appurtenant to Parcels One Two above for ingress and egress and installation and maintenance of public utilities 30.00 feet wide the center- line being described as follows: NO. 1 BEGINNING at the intersection of the Northwesterly terminus of the centerline of that certain access easement with a Southeasterly line of Parcel One as shown on that certain record of survey filed in Book 213 of Maps at page 32, Santa Clara County Records; thence from said point of beginning along the Northwesterly prolongation of said centerline N 58 13' 43" W. 36.06 feet: thence along a curve to the right, having a radius of 163.00 feet, through a central angle of 23 54' 43" for an arc length of 68.03 feet to a point of reverse curvature: thence along a curve to the left, having a radius of 223.00 feet, through a central angle of 12 31' 00" for an arc length of 48.72 feet; thence N. 46 50' 00" W. 20.00 feet: thence along a curve to the left, having a radius of 103.00 feet, through a central angle of 40 25' 00" for an arc length of 72.66 feet to a point 15.00 feet (measured at right angles) South- erly from the Northerly line of said Parcel One: thence parallel with said line N. 87 15' 00" W. 207.00 feet; thence leaving said parallel line with a tangent curve to the left, having a radius of 51.00 feet, through a central angle of 92 05' for an are length of 81.97 feet: thence tangent S. 0 40' W. 112.64 feet to the Southerly line of said parcel, being distant thereon S. 87 20' 13" E. 39.60 feet more or less from the Southwest corner of said parcel. CONTINUED 140. 2 BEGINNING at the Northwest corner of said Parcel One, thence along the Westerly line S. 0 53' 13" E. 60.00 feet to the point of beginning and being the centerline of this 30 feet wide easement: thence leaving said Westerly line, 5. 80 00' E. 28.00 feet more or less to the Westerly side line of the 30 feet wide easement as described in No. 1 above. Thou parcels of land in the City of Saratoga, County of Santa Clara, State of California, described as follows, PARCEL ONE; Beginning at a 2 inch iron pipe in the southwest corner of that certain 18.48 acre tract of land deeded by Henry Manley and wife, to Catherine B. Doyle, et a1, by Deed dated March 2, 1889 and recorded in Book 217 of Deeds. page 168, Records of Santa Clara County, California. and running thence from said point of beginning and along the South line of said 10.48 acre tract East 402.3 feet to a 2' x 4' stakes thence leaving said South line and running North 34.14 !net to 2' s 3' thence along fence N. 20' 42' N. 80.28 feet to a one inch iron pipe; thence parallel with the South line of said 18.48 acre tract, West 391.59 feet to 1 1/2 inch pipe in the West line of said 18.48 acre tract. thence along said West line S. 24. 45' E. 19.09 feet to point; thence S. 6' 00' E. 92.4 feet to the place of beginning, and being part of the aforementioned 18.48 acre tract of land, and situated in the Quito Ranch, Santa Clara County, California, And part of the N.E. 1/4 of Sec. 11. T. 8 S.. R. 2 W., 14.0.8. a M. PARCEL TWO; Beginning at an iron pipe on the ones- quarter section corner batvsen Sections 11 and 12, Township 8 South Range 2 West, Mount Diablo Bass and Meridian, also being the southwesterly corner of the Quito Rancho; thence along the line between said Sections 11 and 12, S. 0. 20' E. 688.58 feet; thence leaving said Section line N. 54. 40' E. 56.76 feet; thence N. 25' 40' E. 99.00 Lest; therco N. 12' 55' E. 90.42 feet; thence N. 35'40'•.97.02 feet; thence M. 34' 40' E. 120.12 test; thence N. 67' 10' S. 70.62 feet; thence N. 64. 55' E. 144.54 feet; thence N. 54' 25' E. 69.30 feet; thence N. 59' 40' E. 66.00 Lent; thence N. 63' 40' E. 33.66 feet; thence N. 55' 05' E. 62.70 feet; thence N. 64' 45' E. 135.96 feet; and thence N. 40' 46' E. 39.90 feet to the northerly line of the southwest one quarter of said Section 11 and the southerly line of the Quito Rancho; chance along the northerly line of the Southwest one -qu t said Section 11 and the southerly line of the Quito Rancho, N. 89' 46' 23' N. to the point of beginning, and being a portion of the Southwest one- quarter of Section 12, Township 8 South, Range 2 West, !bunt Diablo Base and Meridian. (CONTINUED) Ai• Se- EXCEPTING FROM Parcel No. 2 above described all that portion thereof described as follows Beginning at a point on the section line between Sections 11 and 12, Township 8 South, Range 2 Nast, Mount Diablo Base and Meridian, distant thereon S. 0 20' 00' E. 96.74 feet' from an iron pipe at the one quarter section corner between said Sections 11 and 12 and at the southwesterly corner of Quito Rancho; thence from said point of beginning leaving said section line, S. 56. 59' 40' N. 42.53 feet; thence S. 46' 06' 56' N. 59.13 feet; thence S. 26 40' 01' E. 47.91 feet; thence S. 88' 15' 00' E. 65.72 feat to a point on maid section line between said Sections 11 and 12 and distant thereon N.0 20' 00' N. 10.98 feat from an iron pips in said section line; thence running along said section line between said Sections 11 and 12, S. 0' 20' 08' E. 479.58 feat to the southerly corner of that certain parcel of land described in the Quitclaim Deed from Sisters of Notre Dame De Namur, California Province, a corporation, to Herbert J. Fenolio, et us, dated June 28. 1962 and recorded July 27, 1962 in Book 5661, Official Records, at page 93, Santa Clara County Records; thence leaving said section line and running along the southeasterly line of said parcel of land described in said Quitclaim Deed above referred to the following courses and distances; N. 54' 40' E. 56.76 feet; thence N. 2S' 40' E. 99.00 feet; thence N. 12' SS' E. 90.42 feet; thence N. 25' 40' E. 97.02 feet; and thence N. 34' 40' E. 120.12 fest; thence leaving said southeasterly lines, N. 10' 18' 23' N.. 91.24 feet; thence N 10' 19' 07' N. 142.70 feet; thence M 89 49' N. 52.90 test; thence N. 76' 20' 19' N. 70.63 test; and thence S. 56' 59' 40' N. 81.99 feet to the point of b being portion of the Northeast one-qu one quarter of Section 11 and a portion of the Northwest one quarter of the Southwest one quarter of Section 12, Township 8 South, Range 2 Nest, Mount Diablo Base and Meridian. PARCEL THREE. An easement for ingress and egress over and along strip of land 12 feet wide, the canter lint of which is described as follows; Beginning at point distant S. 0' 20' 00' E. along the line batwen Sections 11 and 12, Township p68 South, Ran 9 N. 2 Nest, (bunt Diablo Bass and Meridian, 1 at foot and 56' 59' 40' E. 01.99 feet from an iron pipe quarter section corner between said Sections 11 and 12 and at the southwesterly corner of the Quito Rancho; thence (CONTINUED) from said point of beginning. S. 56" S9' 40' M. 124.52 fasts thence S. 46. 06' 56' M. 59.13 feet; thence S. 26• 40' 01' 8. 47.91 feats thence S. 88. 15' 00' E. 65.72 feet to point on said section line between said Sections 11 and 12 and distant thereon M. 0. 20' M. 10.98 feet from an iron pipe on the section lines thence southeasterly in a direct line to a point which bears 8. 77' 20' 06' S. 71.52 fast from said last mentioned iron pipes thence S. 49. 55' 55' E. 93.04 fonts thence N. 65• SS' 09° C. 89.28 feet; thence E. 71. 03' 26' E. 75.15 fasts thence N. 66' 20' 17' E 104.37 feet; thence N. 80. 38' 45' E. 113.16 feet; and thence M. 71. 36' 26' E. 352.45 feet to point in the line of Dolman load. EXCEPTING PROM said strip of land all that portion thereof lying within Parcel No. 2 hereinabove described. The land referred to herein is uescribed as iuliu.:.: all 'that certain property situate .in the City of Setatoya, County of Santa Clara, Stat.. ut California, described as follows: PARCEL N0. 1: 34yizning at a point on the section line between :.ecttons 11 anJ 12, Township 8 south, *Inge 2 Went, Mount Diablo :,ass and Meridian, distant thereon S. 0° 20. 00" E. 94.74 feet from an iron pipe at the ono quarter section corner uetween said Sections 11 and 14 and at the Southwesterly corner of Quito Rancho; thence from said point of u:4inniny llavin•l said suction lino, S. .6 59' 40" W. 42.54 !vet; thence 5. 46° 06' 57" W. 59.13 feet; thence 5. 26° 40' 01" 3. 47.91 feat; thence S. 03° 15' 00" E. 65.72 tact to a point on said Section line uetween said Sections 11 and 12 and distant thereon N. 0° 20' 00" W. 10.90 feet freer an iron pipe in said section lane; tnenco running along; said section lino between said 3.Pctions 11 and 12, S. 0 20' 00" S. 479.50 feet to the Southerly corner of that certain parcel of land described in the Quitclaim Deal trnrn Sisters of Notre Dame De Namur, California Province, .t cot to a.?rbere J. funolio, at ux, datee Juno 28, 1'062 and records.' July 27. 1962 in UooX 5661 of Official Retard::, at ;ale 93, Santa Clara County Records; thence leaving saiu section line and running slang the Southeasterly lines of said of land described in said Quitclaim need above reteired to the following courses and distances: N. 54° 40' E. 56.76 feet; thence N. 25° 40' E. 99.00 feet; thence N. 12° 55' E. 90.42 feet; thence N. 35° 40' E. 97.02 feet; and thence N. 34° 40' E. 120.12 feet; thence leaving nail Southeasterly lines. N. 10 ILO 23" U. 91.27 feet; thence h. 10° 19' 07" a. 142.70 :tot; thence N. G9 44•:1. 52.90 rant; thence h. 76° 20' 19" 4. 70.63 feet .tnl thorn:e 3. 56 57' 49" W. 81.99 feet to the point of heyinnit.4, :.cunt a portion of the Northeast ono-quarter of the ;'nrtlr'.aat ode-quarter of section 11 4od a put tion of th.■ .u1 t hw'r::t one- yuarter of the Southwa: ;t one- yuar.er ut Section 12, T°wun.rlp 8 South, Rattle 2 west, ::aunt N&.lulu il..:.: .,od r..•rsdt..u. r.XCE &,'ING TIERc)'NUM an m.0 tvaaeu 1/2 inlcrest in t;flt water privilege in the gulch on the auove described land, as rusrrveJ in the Deed from J.C. autchinson, reColuea Acrd 'i. 14d9 in duel 110 or te.'.IS, pays 534, of tiei a. 1lAgi,n_N2. 22 INS elli° o n ragOvaisse 3 0 An easement for ingress and elresti:over and along is strip cat lend 12 feet wide, the canter lice of which is described as follows: Beginning at a potent distant s. 0 20' 00" E. along the lineoetwoen Sections 11 .url 12, Township u South, ,..Inge 2 'desc, Mount Diablo Base and_eeridiaa, 96.74 feet and N. S4 59' 40" E. 01.99 feet from an iron pipe at the one- quarter section corner between said Sections 11 and 12 and dt the Southwesterly corner of the Quito Rancho; thence from said point of beyinninl, s. 56° 59' 40" 4. 124.52 fuel; thence S. 46 06' 56" W. 59.13 suet; thence S. 26° 44' 01" E. 47.91 feet; thence S. 08° 15' 00" Z. 65.71 feet to point an said section lane between said Sections 11 a:u: 12 and distant thereon s. u° 20' d. 10.98 toes. Crum an iron pipe on said section lane; thence Southeasterly in a uarect line to a point which .sears 5. 77 20' 06" t. 71.52 teet Iron said last mentioned iron pipe; choker S. 49° 55' Y," 93.04 feet; thence N. :.4° 58' 09" i. 09.14 t.rut; thence N. 73 03' 26" E. 75.4 fret; thence N. u6° 20' 37" 4. 104.27 foot; thence a. 80 38' 45" C. 113.16 feet; and tueac• N. 74° 36' 26" k.• 154.45 feet to a point in the canter line of Dahlman Load. ac'pting from said strip of land all that pott.na thereof lying within parcel No. 1 auove de: ;tribe.!. Les.:rvany from parcel Ho. 1 heaetnabovc described, du Tenement for anyress and eyro.s over all that portion thereof lying within a strip oz land 11 feet wile, the ,renter line of which is aescrtLed a.; tolluws: ryihniny at a point distant 0° 20' 00" e. aloe) the: Jana uetween Sections 11 anJ 12, Township 8 South, range 2 west, Mount Diablo base and Marini-an, 96.74 toot and 50 S9' 40" E. 81.99 feet frun an iron pipe at the ..ne- yeart r section corner between said sections 11 en.a 14 and at tLe Southwesterly corner of tie! Quite Rancho; thence true said point of beyinning, 56° 59' 40" 4. 124.52 test; thence S. 46 06' 56" W. 59.13 feet; thence S. 26 40' 01" E. 47.91 feet; thence d. 88° 15' 00" E. 65.71 toot te point on said section line between said sectaoa:; 11 sad 1! end distant thereon N. 0° 20' w. 10.90 lent Crum an iron pipe on said section line; thence Southeasterly in a 4iroet line to a point which beers 5. 77 20' b:." L. 71.52 (set from •said last mentioned iron pipe; thence 5. w9° 55' Va E. 93.04 feet; thence h. u5° 58' 09" E. 89.20 t.:ct; therm' 8. 73° 03' 26" r. 75.47 feet; thence N. nu° 2i.' 37" L. 104.37 feet; thence 11. 80 38. 45" E. 113.16 feet; and teenc: N. 74° 36' 26" g. 352.45 feet to a point an the Crate: line of Seidman Road. 74617048 4ITN the right to use in common with ',ranters the feasting electric power line running across rendiniay lands 91 sreutor. file -13 -10 L' 11) All that certain Parcel of Land situated in the County of Sand Clara, State of California being a portion of the Easterly'portion of the Southeast One- quarter of the Northeast One quarter of Section 11, Township 8 South, Range 2 West, Mount Diablo Base and Meridian bounded and described as follows; COMMENCING at the Bast One- quarter Section corner &Section 11 aforesaid which corner also marts the Southwest corner of that certain 18.18 Acre Tract &Land Deeded by Henry Maclay and wife, to Catherine F Doyle, et at which Deed is dated March 2, 1889 and recorded in Boot 217 &Deeds, page 168, Records of Santa Cara County; running thence along said One quarter Section line, extending East and West through .Section 11, which line also constitutes the Northerly line of the property now or formerly &Hutchinson, North 89 2133" West 199.62 fret 10 the Easterly line &the Land now or formerly of the Hughes .11morsEstate and the True Point thence along aforementioned Easterly line, North 1 2133" West 20.01 feet; thence parallel with and distant 20.00 feet, measured at right angles from said aforementioned One- quarter Section line South 8 2933 "East 110.00 feet; thence North 0 3527 "East 60.00 feet; thence South 89 0 2933 "East 9000 feet; thence South 0 West 20.00 feet to said One- quarter Section line; thence along said One- quarter Section line North 89 West 229.30 feet to the Point of Beginning. 4'fff 2711 Tani Site within Hatone Gardens October 1986 90 orded at the request ci Jaiifornia Title Company ALL CALIFORNIA TITLE CO, Me 1 9 18b 8:00 AM LAURIE KANE. Recorder Santa Clara County, Official Records ADDENDUM TO WATER FACILITIES AND GRANT OF EASEMENT AGREEMENT dated The parties to the Water Facilities and Grant of Easement Agreement /VY, Z! 1986, hereby agree as follows: Morrow has entered into an agreement with the City of Saratoga whereby Morrow and the City have agreed that in the event the Land of Morrow is approved as an extension of the Mutual Heights Water District, Morrow will be able to purchase water from said Mutual Heights Water District and the parties hereto agree that if Morrow so elects prior to the commencement of the work of improvement pursuant to the Declaration of Water Maintenance Agreement the agreement dated N'O V 2.1 1986, entitled Water Facilities and Grant of Easement Agreement shill be null and void and of no effect and all easements shall be reconveyed to the respective owners. Dated: December 13 1986 City of Saratoga DATED: December 1986 DATED: December DJ 1986 DATED: December 1986 DATED: December fi 1986 DATED: December 1986 MIL12.01 By: Carol Barbara Fenolio A.J. ISCH PAVING CO. DATED: December 1986 Silas N. Miller Norma Miller aisch Brya Secretary GENERAL ACKNOWLEDGMENT State of California County of Santa Clara v i CAROLYN G. WILSON b "YN NOTAHV PUBLIC CALIFORNIA w S ANTA CLARA COUNTY \S i My Gammisston bpitm Apyil 2 1990 On this the 11th day of December 19 86 before me, Carolyn G. Wilson the undersigned Notary Public, personally appeared Silas N. Miller, Norma Miller, Herbert James Fenolio II and Carol Barbara Fenolio personally known to me proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) are within instrument, and acknowledged that WITNESS my hand and official seal. 1 l they subscribed to the executed it. e t C. 4.C y &a Cs Notary's Signature Carolyn G. Wilson VI.IJIIlI/lrlClJ -C./W ..C,Crrviter. /J_ l./_ t /�./JJ!/W -C.C. /llltl/' l/ ✓/,//J!JlJ!/J/., C.C// /J!! -Cr J CORPORATE ACKNOWLEDGEMENT December 19 86 before me, r STATE OF CALIFORNIA /n� COUNTY OF t.t 0X0�� KATH OFFICIAL NOT ARY e11euC CALIFOgNI SANTA CL.ARA COUNTY A/y Gmm. Win Aug 20, 1990 The *canines only a goneri form em.m mey d per for MO in wpb errrlons NW in no soy m r• Mended b Y1 w• suborns b I. w.a q seamy Do 9lewrr ens not mau am weeny slaw wens implied oimplied Y b N Is* Is* voiding or wry prebn p 9e tmettofty of ere u n b rly pr r ac eermn Cowderye Form No. 28 Acknowledgement to Notary Public Corporation (C. C. Seca. 1190- 1190.1) State of California County of Santa Clara CAROLYN G. WILSON NO1ARY PUBLIC CALIFORNIA BANTA CI o U COUTY T 1999 My Commission Exp Ca V NOVNE I MI !CM 011151 S. S. On this day of 1L in the year Q err G before me I <4T1 t (PP,U 4 M ee �C n 8 Notary Public, State of California, duly commissioned and sworn, personally appeared 3 2 y 48) 1 4 i s c H personally known to me (or roved to me on the basis of satisfactory evidence) to be the P rA n (or of the corporation that executed the within instrui t, and also known to me to be the person who executed the within instrument on behalf of the corpora- tion therein named, and acknowledged to me that such corporation executed the same IN WITNESS WHEREOF I haveh reunto set my hand and affixed my official seal in the c0. r-- i' ounty of on the date set forth above in this certificate. Oa o y On this the Notary Public, State of California My commission expires O d t 9 240 /4 4 n 11th day of the undersigned Notary Public, personally appeared Brian H. Morrow Carolyn G. Wilson O personally known to me proved to me on the basis of satisfactory evidence to be the person(s) who executed the within instrument as President or on behalf of the corporation therein named, and acknowledged to me that the corporation executed it. WITNESS my hand and official seal. .,4_1-.11-.. c Notary's Signature Carolyn. Wilson NO 201 k :X -C1 FS 70 0 C7 Fe3 C7 0 t H. ro P. k a R q ADDENDUM II TO WATER FACILITIES AND GRANT OF EASEMENT AGREEMENT The parties to the Water Facilities and Grant of Easement Agreement dated /V0 V 21 1986, hereby agree as follows: In the event that Morrow constructs a water tank as described In the above referred agreement, Morrow shall install, at its expense, a separate water meter for the City of Saratoga "City City shall thereafter pay for the usage of the water. The City of Saratoga is hereby given the right to use water from the tank for the benefit of the Hakone Gardens. From the meter above referred on the City shall be responsible and pay for the installation, maintenance and repair of all water lines which it uses. It is understood and agreed that the City shall not be charged for the installation, maintenance and repair of the tank and the water lines other than those specified above. Dated: December /.3 1986 City of Saratoga By: DATED: December /7 1986 MORR DATED: December a 1986 r.ertt mes F -no 10, II DATED: December 1986 Carol Barbara Fenolio DATED: December i 1986 DATED: December 1/ 1986 DATED: December /7 1986 MI L12.04 Silas N. Miller (tee7/) x I WiCatt orma Miller A.J. RAISCH PAVING C By: it i Brya A. Raisch, retary GENERAL ACKNOWLEDGMENT CORPORATE ACKNOWLEDGEMENT STATE OF CALIFORNIA On this day of /If.Ct/ (S t_ .9 in the year COUNTY OF OFFICIAL SEAL KATHLEEN A. McCAIG NOTARY PUCLIC CALIFORNIA SANTA CLARA COUNTY kxr Comm. Expires Aug Tls dmmMt s only general lorm wda may be proper lo, use in Ample anzl wino way .ed. or intended ID rt. Y. NpMW IoM a an NOM*, AA wreaker doe rcl nuke any only .Mr wane* ImPed u10 M. N-M .NM, of .ny pmw.un Or IS .ably of thou Ions n Amy .Dear Impaction Cowdery's Form No. 28 Acknowledgement to Notary Public Corporation (C. C. Secs 1190 1190.11 State of California County of Santa Clara C? ct ;A co w,l L.In o.p.fs h ,1.4 l219 �a�owaa�e��oo�:ctAOeooar State of California County of Santa Clara ati^i 90C 9 4''"1";;C".\ CAROLYN G. WILSON C1 BY PUCLIC- CALIFORNIA :t r T SANTA CLARA COUNTY n 1 My Limtissioo bola Apul 2. 1990 *444 �NANNON�� N9 S.S. before me A -5972 fry? /reit/ 4` r �/j �v4a Notary Public, State of California, duly commissioned and sworn, personally appeared i A personal] knotty) to me (of proved to me on the basis of satisfactory evidence) to be the of the corporation that executed the within instrument, and also known to me to be the person who executed the within instrument on behalf of the corpora- tion therein named, and acknowledged to me that such corporation executed the same IN WITNESS WHE: OF I have nto set my hand and affixed my official seal in the e n on the date set forth above in this ce ificate. 'Notary Public, State of lifornia l My commission expires t a1- 2 19q On this the nth day of December 19 8 before me, Carolyn G. Wilson the undersigned Notary Public, personally appeared Silas N. Miller, Norma Miller, Herbert James Fenolio II and Carol Barbara Fenolio personally known to me proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) are within instrument, and acknowledged that WITNESS my hand and official seal. Kt 12, 7 Notary's Signature Carolyn G. Wilson On this the llth day of December 19 86, before me, Brian H. Morrow Carolyn G. Wilson they the undersigned Notary Public, personally appeared ounty of subscribed to the executed it. personally known to me proved to me on the basis of satisfactory evidence to be the person(s) who executed the within instrument as President or on behalf of ,the corporation therein named, and acknowledged to me that the corporation executed it. WITNESS my hand and official seal. s- e fztiad NO 201 Notary's Signature Carolyf G. Wilson f■Dand ALL CALIFORNIA TITLE CO. r 7qc Med Copy When recorded mail to Brian H. Morrow Morrow Investment, Ltd. 180 Belwood Gateway Los Gatos, CA 95030 DECLARATION OF WATER MAINTENANCE AGREEMENT 9073244 flecorded at the venue!! of All California Title Company DEC 1 8 Recorder 1986 e °0 Santa C ara Offi e cords AM. This Agreement is made this 21st day of November 1986. Morrow Investment Ltd., hereinafter referred to as "Morrow" is the owner of that certain parcel of land hereinafter sometimes referred to as "Lands of Morrow a legal description of which is attached hereto, marked Exhibit "A and incorporated by this reference. Herbert James Fenolio, II and Carol Barbara Fenolio are the owners of that certain parcel of land sometimes referred to as "Lands of Fenolio" a legal description of which is attached hereto, marked Exhibit "B" and incorporated by this reference. Silas N. Miller and Norma Miller are the owners of that certain parcel of land sometimes referred to as "Lands of Miller" a legal description of which is attached hereto, marked Exhibit "C" and incorporated by this reference. A.J. Raisch Paving Co. is the owner of that certain parcel of land sometimes referred to as "Lands of Raisch" a legal description of which is attached hereto, marked Exhibit "D" and incorporated by this reference. NOW THEREFORE, each Declarant, for himself, his heirs, successors or assigns declares that the real properties above described shall be held, transferred, encumbered, used, sold, conveyed, leased, and occupied, subject to the covenants, conditions and restrictions set forth herein expressly and exclusively for the use and benefit of said properties and each and every person or entity who now or in the future owns any portion or portions of said real properties. 1. Intent and Purpose As of the date of this declaration, Morrow is the owner of the real property described herein as the Lands of Morrow. It is the intention of Morrow to subdivide, develop and /or sell the separate lots to be created by the subdivision of the Lands of Morrow. The purpose of this agreement is to bind all of the present and future owners of the Lands of Morrow, Fenolio, Miller and Raisch to maintain and repair the water system and improvements incidental to the use and enjoyment of said system to be installed, designed and constructed by Morrow at its sole expense. A description of said water system is attached hereto, marked Exhibit "E" and incorporated by this reference. -2- 2. Repair and Maintenance of the Water System The owner of each lot so created by the subdivision of the Lands of Morrow and the owners of the Lands of Fenolio, Miller and Raisch shall contribute to the maintenance and repair of the water system, and improvements incidental to the use and enjoyment of said system in equal share according to the number of Lots included in the Lands of Morrow, Fenolio, Miller and Raisch and each shall be entitled to one vote as hereinafter set forth. The Lands of Morrow, Fenolio, Miller and Raisch are serviced by a private water system which consists of, but is not limited to, bolted steel tanks, pumps, supply pump, transmission pipeline, fire hydrants, control systems and alarms, private water meters but does not include the lines running from the private water meters to the respective residences. The respective owners shall be responsible for the maintenance and repair of the lines running from the water meters to the respective residences. The control system and alarms have been engineered to function in the following manner. The new pump will be controlled by the water level in the new storage tanks. The master control unit will be located at the storage tanks and will contain pump controls and an early warning detection system as follows: 1) Three pressure switchess which accurately sense the water level will start the pump as the tank water level falls approximately one foot from full. If the level continues to drop a second foot, a second pressure switch will sound the "low tank" alarm. The alarm switch will automatically reset itself as the tank refills. A third pressure switch will shut off the pump as the water level reaches three inches below the tank spillway crest. 2) A flow switch will be installed on the two -inch transmission main at the tanks to sense water flowing in from the pump. Should water not flow into the tank when the pump is called for, an alarm will be activated. 3) When an alarm is triggered, a red light will light up at the control equipment and a status lamp inside the panel will indicate which alarm condition exists. An automatic dialer will then notify the responsible person in charge of maintaining the system by telephone. In addition, the dialer will notify the Saratoga Fire District Offices of the condition with an explanatory taped message. Said water system may, from time to time, be modified by the engineers in charge of the maintenance and repair of the system. Individual meters shall be installed by Morrow for the Lands of Morrow, Fenolio, Miller and Raisch. 3. Water System Committee A Committee shall be formed for the purpose of maintaining and repairing the water system. The Committee shall consist of one representative from each lot owner and each representative shall have an equal vote. The Committee shall convene from time to time as is necessary upon Ten day written notice delivered to each lot owner personally or by first class mail. Decisions upon issues affecting the repairs and maintenance shall be decided upon a majority vote of lot owners. Upon the recording of the Final Map on the Lands of Morrow, the owner of each lot so subdivided shall automatically be a member of the Committee. Each lot owner shall have one vote, and shall remain a member thereof until such time as his /her membership ceases for any reason, at which time his /her membership in the committee shall automatically cease. Prior to the recordation of the Final Map on the Lands of Morrow, the owner of said Lands of Morrow shall be entitled to four votes. The Committee functions shall include but not be limited to the following: 1. Determine the need for maintenance and /or repairs; 2. Solicit bids from competent contractors for the purpose of carrying out the repairs or maintenance; 3. Authorize needed work using the most acceptable of two or more bids, unless a single bid is approved by a majority vote of the Committee; 4. Manage and control the affairs of the Committee for the stated purposes of this agreement; 5. Raise and collect dues provided that any improvements or repairs in excess of $5,000. shall require a two -third majority approval. Within 30 days from the date of completion of the water system by Morrow Investment Ldt. Morrow shall pay the sum of $350.00 to the Committee as first year dues. Thereafter the annual dues shall be set by the Committee and paid by each member in equal share. 4. Management of Funds A checking and /or savings account shall be established on behalf of the Committee from which necessary payments shall be made. All checks written against or withdrawalsfrom the Committee account shall require the signatures of two members and shall only be made for approved projects. Members of the Committee shall serve without compensation except for reimbursement of expenses incurred on behalf of the Committee which shall not exceed fifteen dollars ($15.00) for each such expenses unless approved in advance by a majority of the Committee representatives. 5. Method of Enforcement of Payment Each Declarant and each lot owner is deemed to covenant and agree to pay to the Committee dues which shall consist of (1) Annual assessments or charges; and (2) Special assessments for purposes permitted herein, such assessments to be established and collected as herein provided. The -3- annual and special assessments, together with interest, costs and reasonable attorneys' fees, shall be a charge on the lot and shall be a continuing lien upon the lot against which each such assessment is made, the lien to become effective upon recordation of a notice of assessment. Each such assessment, together with interest, costs and reasonable attorneys' fees, shall also be the personal obligation of the person who was the owner of such lot when the assessment fell due. Assessments may be collected on a monthly basis. Any assessment not paid within (15) days after the due date shall be delinquent. If an assessment is delinquent, the Association may record a notice of assessment and establish a lien against the lot of the delinquent owner prior and superior to all other liens except (1) all taxes, bonds, assessments and other levies which, by law, would be superior thereto, and (2) the lien or charge of any first mortgage of record (meaning any recorded mortgage or deed of trust with first priority over other mortgage or deed of trust) made in good faith and for value. An assessment lien may be enforced by sale of the lot against which the lien is imposed by the committee, its attorney or other person authorized to make the sale, such sale to be conducted in accordance with the provisions of Sections 2924 -2924h of the California Civil Code, applicable to the exercise of powers of sale in mortgages and deeds of trust or in any other manner permitted by law. Nothing herein shall preclude the Committee from bringing an action against an owner for breach of personal obligation to pay assessments. The sale or transfer of a lot shall not affect the assessment lien. However, the sale of any lot pursuant to mortgage foreclosure of a first mortgage shall extinguish the lien of such assessments (including attorney's fees, late charges, or interest levied in connection therewith) as to payments which became due prior to such sale or transfer. No sale or transfer shall relieve such unit from liability for any assessments thereafter becoming due or from the lien thereof. Where the mortgagee of a first mortgage of record or other purchaser of a lot obtains title to the same as a result of foreclosure of any such first mortgage, such acquirer of title, his /her successor and assigns, shall not be liable for the assessment by the Committee chargeable to such lot which became due prior to the acquisition of title to such lot by such acquirer of title. No amendment of the preceding sentence may be made without the consent of owners of lots to which at least 67% of the votes on the Committee are allocated, and the consent of the eligible mortgage holders holding first mortgages on lots comprising 51% of the lots subject to first mortgages. Such unpaid share of common expenses or assessments shall be deemed to be common expenses collectible from all of the lot owners including such acquirer of title, his /her successors or assigns. 6. Failure to make payment Upon the failure of an owner to make payment as herein provided, the amount of the indebtedness shall become a personal liability of said owner and also become a charge against his /her land or lot. Interest shall accrue upon the indebtedness commencing thirty days (30) after the due date -4- until paid at the rate of 12% per annum, not to exceed the maximum legal rate of interest allowed by law. 7. Amendments Amendments to this declaration may be proposed by or to the Committee and shall become effective and binding upon approval by a majority vote of the representatives and shall be recorded against each lot of real property affected by this agreement. 8. Attorneys fees In the event of any controversy, claim, or dispute relating to this instrument or the breach thereof, the prevailing party shall be entitled to recover from the losing party reasonable expenses, attorneys fees, and costs. 9. Binding effect This instrument shall bind and inure to the benefit of the respective land owners, heirs, personal representatives, successors, and assigns of the parties hereto. 10. Hold Harmless Agreement Morrow, Fenolio, Miller and Raisch, for themselves and their respective successors and asigns, hereby agree to indemnify and hold the City of Saratoga, its officers, officials, agents, employees, boards, commissions and consultants free and harmless from and against any and all claims, demands, casues of action, damages, liabilities, costs and expenses (including the expense of attorney's fees for defending any action brought against the City of Saratoga or any of its officers, officials, agents employees, boards, commissions or consultants) arising out of or in any manner relating to loss, injury or damage sustained by any party to this agreement or any other person as a result of the use of the easement granted by the City of Saratoga in favor of Morrow, Fenolio, Miller and Raisch on land owned by the City. A copy of said easement is attached hereto and marked Exhibit "F 11. Execution of Documents The parties hereto agree to cooperate with each other and execute all grants and /or agreements necessary to the construction, intallation, maintenance and repair of the water system. 12. Liability Insurance Morrow shall obtain a policy of general liability insurance in the sum of One Million Dollars to cover the work of improvements to be done by Morrow in connection with the development of the Lands of Morrow. Said policy shall name the City of Saratoga as an insured party thereunder. Said policy shall include specific provision for 10 days prior written notice to the City of any reduction or cancellation in coverage. -5- 13. Right to Hook Up To System The parties hereto agree that Fenolio, Miller and Raisch, each has the right to hook up one additional lot (presently existing lot or lot to be created) provided that (1) each hook up is approved in writing by the City of Saratoga; (2) each lot so subdivided or to be created by Fenolio, Miller and Raisch, respectively, is adjacent to or a part of the existing lots of Fenolio, Miller and Raisch, respectively; (3) any and all expenses for each additional hook up are paid for by the owner of the lot being hooked up to the system. Upon completion of each hook up the owner of the lot so hooked up shall become a member of the Committee. IN WITNESS WHEREOF, the legally authorized representative of the land owners herein has executed this instrument. MORROW IN STMENT, LTD. A.J. Raisch Paving Co. B Herbert Ja ilas N. 1 ).i =1-E-c Miller By: 'etc, Bry= A. Raisc Secretary SitAA Carol Barbara Fenolio Tnta Norma Miller STATE OF CALIFORNIA COUNTY OF_ ant a Clara OFFICIAL SEAL KATHLEEN k McCAIG NOTARY PUSUC CALIFORNIA SANTA CLARA COUNTY AN Caws. Expires App, 20, 1990 TN, document is anti a genera) form wild) may be proper forum in simple tnsis and in M Prey b or i intended 10 act. as empmNWe tor me aavw den Orkney. The publisher does not make any warranty miner express or Inched as to as te arks validly 0 any provision provision or de weedlay of gem forms In any specific s Cowdery's Form No. 28 Acknowledgement to Notary Public Corporation (C. C. Secs. 1190 1190.1) OFPiCIAL SEAL KATHLEEN A. McCMG NOTARY PUBLIC CALIFORNIA SANTA CLARA COUNTY My Comm Expiros Aug 20. 1990 O n this 21st 1986 duly commissioned and sworn, personally appeared $RTAN H. MORROW personally known to me (or proved to me on the basis of satisfactory evidence) to be the President of the corporation that executed the within instrument, and also known to me to be the person who executed the within instrument on behalf of the corpora- tion therein named, and acknowledged to me that such corporation executed 1 the same IN WITNESS WHEREOF I have hereunto set my hand and i Santa Clara County of California i th rt'ficate my official seal in the day of My commission expires On this o7/n1 day of r?I n '.11af in the year STATE OF CALIFORNIA �iQ,, 9 before me COUNTY OF �e P a Notary Public, State of California, dul commissioned and swot: e appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name 2 G. subscribed to the within instrument, and acknowledged to me that —he executed the same. IN WITNESS WHEREOF I have hereunto set my hand and affixed c-0 fl- County of m official seal in the on the date set forth above in this car ')cote. ,ay am n,n nd d genera) as b 0. topdvic 0 use m,) attorney transactions aos ich mess any warranty eager express of wakens. mn meMeeroKp n tas adv)hnen attorney ofay ploner i^e Notary Public State of California or r iranise ao ae ro IM MO .e1WM �li amiability a aMm to rms In any or or aDOC)hc transaction My commission expires it s eft t i Cowdery's Form No 32— Acknowledgement to Notary Public- Individuals Ic.c. sec. 1189.1 in the year before me a Notary Public, State of California, i November on the date set forth above <0 tif Notary Public, Aug. 20 n s c I State of alifomia 1990 s STATE OF CALIFORNIA COUNTY OF Santa Clara OFFICIAL SEAL KATHLEEN A. McCAIG NOTARY PUBLIC CALIFORNIA SANTA CLARA COUNTY y Comm. Expires Aug. 20, 1990 The Uoo.nant a only a general form when maybe proper for use in simga o amv rnv end m no way ads. or is mended roan, substitute la the steer express pimpled as to a e Olen avpny. The publ eher does nvl male am wan my Me legal •Ydity a any prowepn a the suitably a these forma in any 'Male trnsanwn Cowdery's Form No. 28 Acknowledgement to Notary Public Corporation (C. C. Secs. 1190- 1190.1f STATE OF CALIFORNIA COUNTY OF Tnls document is only a general corm wech may be proper tor use in armies transactions and fin no way acts or is intended b act as a subswme to the advice on an anorney. The publisher does nth make any warr0My. ether express or mpsed as to the legal nandiry of any proviso° or me susabrtM or these forms in any specific nansanron Cowdery's Form No OFFICIAL SEAL KATHLEEN A. McCAIG NOTARY TA CLARA CALIFORNIA y Comm. Expires Aug. 20, 1990 On this 21st 1 Q KATHLEEN A. McCAIG duly commissioned and sworn, personally appeared BRYAN A. RAISCH personally known to me (or proved to me on the basis of satisfactory evidence) to be the Secretary of the corporation that executed the within instrument, and also known to me to be the person who executed the within instrument on behalf of the corpora- tion therein named, and acknowledged to me that such corporation executed the same IN WITNESS WHEREOF my official seal in the can r On this _..2.±.________ day of N tn.) A 1,e., in the year L W 6 Kc4tt i Q p (Tor 01 a Notary Public, State of California, duly commissioned and sworn, personally appeared 11) Fri A-7-1._o O L(tC, personally known to me (or proved to me on thg basis of satisfactory evidence) to be the person whose name .ma. subscribed to the within instrument, and acknowledged to me that —She executed the same. IN WITNESS WHEREOF I have hereunto set my hand and affixed my official seal in the S C Q County of on the date set forth above in this certificate. day of November in the year before me a Notary Public, State of California, I have hereunto set my hand and affixed C 1 ara County of Cal ifnrni a on the date set forth above in this certificate. No tary Public, S of California My commission expires Aug 20, 19 9 0 before me Notary Public, State of califor is My commission expires n1 20 4 9 P 32 Acknowledgement to Notary Public Individuals (c.c. sec. 1189.) GENERAL ACKNOWLEDGMENT State of California County of Santa Clara C.404 •.4« CAPC(YN, G. WILSON w .!_iFORNIA COUNTY y S; ADNI 2 1999 r4- eE•4'4> 44P44)GG'. vrrrrfrr�rr rrrrrrrrrrrrrrr SS. rri�rrirr� rrrririrrirrrrrrrrr r 1 9_fib, before me, ti On this the 91 .-r_ day of Nov embe r Carolyn G. Wilson the undersigned Notary Public, personally appeared Carol Barbara Fenolio personally known to me Gt proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is within instrument, and acknowledged that WITNESS my hand and oftici sh subscribed t ti GENERAL ACKNOWLEDGMENT State of County of Santa Clara S-404,444444-444t 44044•44.• w •4:wa+4•44.• CAPO' G. WILSON i NUTABI P1. r YFORN7 A C_4 COUN1i' •ssx k;mie, it 2. 1990 SS. EXHIBIT "A" (1 i n C; Notary's Signature I On this the Z4th day of seal. ,f. 1e�� Carolyn G. Wilson Carolyn G. Wilson Herbert James Fenolio II C A, -J.7 1 Notary's Signature' x F t r the undersigned Notary Public, personally appeared personally known to me 2k proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) are subscribed to the within instrument, and acknowledged that :.he' executed it. WITNESS my hand and official seal. Carol n G. Wilson the executed it. 19 86 before me, NO an NO 201 1 rr .r rirrir .�rrrirrrrrrrrrrrrir�rrrri r r 4 California November k k the land referred to herein is situated in the City of Saratoga, County of Santa Clara, State of California, and is described as follows: PARCEL ONE: A PORTION of the parcel of land conveyed to Catherine F. Doyle, et al, by Deed recorded March 3, 1899 in Book 217 of Deeds, Page 168, Santa Clara County Records, described as follows: BEGINNING at the Northwesterly corner of Parcel 1 of the Record of Survey of a portion of the lands of the Hincks Estate in Section 12, Township 8 South, Range 2 West, M.D.B. M., in the City of Saratoga, Santa Clara County, California, filed August 12, 1966, Map Book 213, Page 32, Santa Clara County Records: thence along the Westerly prolongation of the Northerly boundary line of said Parcel 1 N. 87 15' W., 227.44 feet to the Northeasterly corner of Parcel 2 of the Record of Survey for Joseph Gresham, et al, filed January 9, 1964, Map Book 171, Page 35, Santa Clara County Records: thence along the Easterly line of said Parcel 2, S. 0 40' 30" E., 702.98 feet to a point in the Northerly line of the parcel conveyed to Clifford Conly by Deed recorded October 6, 1931 in Book 582 of Official Records, Page 587: thence along the Northerly and Easterly lines of said parcel conveyed to Clifford Conly the following courses and distances: East along an undefined course, 375.21 feet, more or less; S. 20 42' E., 80.28 feet; South, along an undefined course, 34.14 feet, to a point in the Southerly line of said parcel conveyed to Catherine F. Doyle, et al; thence East along the last mentioned line 277.5 feet, more or less, to the line described in the Quitclaim Deed to Sisters of Notre Dame De Namur, recorded September 1, 1978, Book D927 of Official Records, Page 141; thence along the lines described in said Deed Northerly to the Easterly prolongation of the Northerly line of Parcel 1 of the Record of Survey filed in Map Book 213, Page 32: thence along said prolongation N. 87 15' W., 195.82 feet, more or less, to the Northeast corner of said Parcel 1: thence along the Easterly., Southerly and Westerly lines of said Parcel 1, the following courses and distances: S. 2 45' W., 113.98 feet: S. 61 51' E., 42.51 feet; S. 31 46' 17" E., 80.79 feet; N. 78 02' W., 142.72 feet: N. 87 20' 13" W., 320.99 feet and N. 0 53' 13" W., 180.85 feet to the Point of Beginning. PARCEL TWO: PARCEL 2 as shown on the Record of Survey for Joseph Gresham, et al, filed January 9, 1964, Map Book 171, Page 35, Santa Clara County Records, described as follows: A CONTINUED CONTINUED BEGINNING at the Northwesterly corner of the parcel conveyed to Catherine F. Doyle, et al, recorded March 3, 1899, Book 217 of Deeds, Page 168: thence along the Northerly line of the last mentioned Parcel S. 89 16' E., (S. 87 15' E.) 40.48 feet to the True Point of Beginning: thence along the last mentioned line S. 89 16' E., (87 15' E.) 37.86 feet: thence S. 0 40' 30" E., 709.98 feet: thence West 16.38 feet, as shown on said Record of Survey, to a Westerly boundary of said parcel conveyed to Doyle: thence N. 24 45' W., 52.63 feet to the Southernmost corner of Parcel 1, as shown on said Record of Survey; thence along the Easterly line of said Parcel 1 N. 0 40' 30" W., 655.67 feet to the True Point of Beginning. PARCEL THREE: AN EASEMENT for ingress and egress, 25 feet wide, the centerline of which is described as follows: BEGINNING at a point in the center line of the Bollman Road, so called in Section 12, Township 8 South, Range 2 West, M.D.B. M., said point being located the following courses and distances from the Northwest corner of the Southwest quarter of the said Section 12: North 0 40 1/2' West 803 feet along the Section line, South 87 15' East 1049 feet along a fence line between the lands now or formerly of Doyle and McDonald and its projection to the center line of said Bollman Road, South 34 09' East 244.5 feet and South 10 09' East 47.4 feet along Bollman Road, running thence from said point of begin- ning, 5. 26 18' West 42.7 feet: thence 5. 3 55' West 52.5 feet: thence South 12 24' West 65 feet, thence South 21 12' West 35.6 feet: thence South 32 19' West 54 feet; thence South 50 West 51 feet, thence West 27 feet to a point in a fence line marking the Eastern boundary of the lands conveyed to Catherine F. Doyle, et al, by Deed recorded March 3, 1899, Book 217 of Deeds, Page 168, Santa Clara County Records, as granted to Mabel L. Pierce by Deed recorded August 6, 1938, Book 889 of Official Records, Page 287. PARCEL FOUR: AN EASEMENT for pole line purposes and for installation and maintenance of pipe lines for the distribution of water and gas, 10 feet wide, the North- westerly and Southwesterly lines of which are described as follows: BEGINNING at the point of intersection of the Southwesterly line of the Bollman Road with the Northwesterly line of the Bollman Road with the North- westerly line of that certain parcel of land described as Parcel 2 in the Deed to Sisters of Notre Dame De Namur, California Province, a corporation, recorded August 3, 1936 in Book 779 of Official Records, Page 465: thence along said Northwesterly line of the property so described in said Deed, South 43 West to the Southwesterly line of the parcel so described: thence South- easterly along the Southwesterly line of the parcel so described to a point thereon which is 10 feet Southeasterly from the Northeasterly corner of that certain 18.48 acre tract of land, conveyed to Catherine F. Doyle, et al, by Deed recorded March 3, 1899, Book 217 of Deeds, Page 168, Santa Clara County Records, as granted to Mabel L. Pierce by Deed recorded August 6, 1938 in Book 889 of Official Records, Page 287. Also, over all that area as reserved in the Quit Claim Deed from Margaret Hincks Dyer, as executor of the Estate of Hazel Pierce Hincks, deceased, recorded September 1, 1978, Book 0927 of Official Records, Page 141. PARCEL FIVE: AN EASEMENT appurtenant to Parcels One Two above for ingress and egress and installation and maintenance of public utilities 30.00 feet wide the center- line being described as follows: NO. 1 BEGINNING at the intersection of the Northwesterly terminus of the centerline of that certain access easement with a Southeasterly line of Parcel One as shown on that certain record of survey filed in Book 213 of Maps at page 32, Santa Clara County Records; thence from said point of beginning along the Northwesterly prolongation of said centerline N 58 13' 43" W. 36.06 feet: thence along a curve to the right, having a radius of 163.00 feet, through a central angle of 23 54' 43" for an are length of 68.03 feet to a point of reverse curvature: thence along a curve to the left, having a radius of 223.00 feet, through a central angle of 12 31' 00" for an arc length of 48.72 feet; thence N. 46 50' 00" W. 20.00 feet: thence along a curve to the left, having a radius of 103.00 feet, through a central angle of 40 25' 00" for an arc length of 72.66 feet to a point 15.00 feet (measured at right angles) South- erly from the Northerly line of said Parcel One: thence parallel with said line N. 87 15' OU" W. 207.00 feet; thence leaving said parallel line with a tangent curve to the left, having a radius of 51.00 feet, through a central angle of 92 05' for an arc length of 81.97 feet; thence tangent S. 0 40' W. 112.64 feet to the Southerly line of said parcel, being distant thereon S. 87 20' 13" E. 39.60 feet more or less from the Southwest corner of said parcel. CONTINUED NO. 2 BEGINNING at the Northwest corner of said Parcel One, thence along the westerly line S. 0 53' 13" E. 60.00 feet to the point of beginning and being the centerline of this 30 feet wide easement: thence leaving said Westerly line, 5. 80 00' E. 28.00 feet more or less to the Westerly side line of the 30 feet wide easement as described in No. 1 above. 7/20/86 GS i All .hat certain real property( :situate (n tho County of Sant:. Clara, State cf California, described as follows: 1'ARCZ L BECINNINC at a 2 inch pipe at the Southwest corner of the Quito Rancho, being also the k Section corner betweeu•Sections 11 and 12, T. 3 S., R. 2 W., H.D.B. 11; thence. from said point of beginning 5. 89° 06' W., along the k Section line running Case and West through the center of said Section 11 a distance of 623.7• feet to a stake marked T.C. standing in the Southerly line of the tract now or. formerly of Tyson, from which the Southeast corner of said Tyson Trace bears 5. 89° 06 E., 125.40 feet; thence leaving said Southerly line and running S. 3° 15' E., a distance of 190.08 feet to a stake marked C in the Southerly line of the 41.38 acre tract described in the Deed do Henry B. Reynolds, et al, recorded October 27, 1919 in Book 498 of Deeds, page 87,' Sanca Clara County Records; thence along the general Southerly line of said 41.38 acre tract the following courses and distances: N. 84° 35' E., 149.16 feet; 80° 20' E., 166.98 feet; thence S. 47 00' E., 77.55 feet; thence S. 85° 00' E., 67.49 feet; and thence N. 79 30' E., 181.83 feet to a pipe at the most Southeasterly corner of said 41.33 acre tract in the line between .said Sections 11 and 12; thane N. 0° 20' W., along said section line 10.98 feet to the intersection thereof with the Southwesterly line of that certain parcel describ. as Parcel Nn. 1 in the Deed to Douglas L. Beatty, et ux, recorded July 9, 1265 in Book 7025 of Official Records, page 335; thence along the Southwesterly and Northwesterly lines of said last mentioned parcel the following courses and distances: N. 88° 15' W., 65.72 feet; thence N. 26° 40' 01" W., 47.91 feet; thence N.•.46t 06' 56" E:; 59.13 feet; and N. 56° 59' 40" E., 42.53 feet to a point in said section line; thence N. 0° 20' W., along said section line, 96.74 feet to the point of beginning. REESERVINC THEREFROM a non exclusive casement for ingress and egress over and a' a strip of land 6.00 feet in width, the South easterly and Northeasterly lines of which are described as follows: BECINNINC ata poinc.distanc South 0 20' 20" East along the Line between Sections 11 and 12, Township 8 South, Range 2 West, Mount Diablo Base and Meridian, 96.74 feet and North 56° 59' 40" Ease 81:99 feet from an iron pipe at the one quarter section corner between said Sections 11 and 12 and at the Southwesterly (Cone'd on next page) RKORDfRS MFN�a FLAIR wam~ e°I in 'd {O POOR corner of the quit° Rancho; thence f Snt:CI: 56 59' 40" Went 124.57 feet; West 59.13 feet; thence Suuttt 26° 40 South 83 15' 00" East 65.72 feet to between said sections 11 And 12 and West 10.98 fee; from an iron pipe on westerly and Southwesterly lines of extended to intersect said section 1 hescr_, _inn t'ap;te 2 tom said Point of nouinniug, I.lu•occ South 46° 06' 56" OC" East 47.91 Ccet; thence a point on said Scetion line distant thereon North 0° 20' said section line; the North- said 6.00 feet strip being ine. PAaCZL 7140: A NON EXCLUSIVE. easement for ingress and egress over and along a scrip of land 12.00 feet in width, the centerline of which is described as follows; SCUMMING at a point distant South 0° 20' 00" East along the line between Sections 11 and 12, Township a South, Range 2 West, "Mount Diablo Base and Meridian, 96.74 fact and North 56° 59' 40" Ease 81.99 feet from iron pipe at the one- quarter section corner between said Sections 11 and 12 and at the Southwesterly corner of the Quito Rancho; thence from said Point of Beginning, South 56 59' 40" West 124.52 feet; thencc'South 46° 06' 56" t•Icst 59.13 feet; thence South 26° 40' 01" East 47.91 feet; thence South 88° 15' 00" Cast 65.72 feet to a point on said Section line between said Sections 11 and 12 and distant thereon North 0 20' l4cst 10.93 feet from an iron pipe on said section line; thence South- easterly in a direct line to a point which bears South 77 20' 06" East 71.52 feet from said last mentioned iron pipe; thence South 49 55' 55" East 93.04 feet; thence North 65° 58 thence 09"East 89.28 feet; thence North 73° 03' 26" Last 75.45 feet; North 66° 20' 37" East 104.37 feet; thence North 80° 38' 45" East 113.16 feet; and thence North 74° 36' 26" East 352.45 feet to a point in the center line of Batman Road. EXCEPTIN•IC FROM said strip of land all that portioa:thereof lying within Parcel No. 1 hereinabove described. 1 1 Thou parcel. of land in the City of Saratoga, County of Santa Clara. State of California. described as follows; PARCEL ONE. Beginning at 2 inch iron pipe in the southwest corner of that certain 10.48 acre tract of land deeded by Henry Manley and wife. to Catherine S. Doyle, et al, by Deed dated March 2. 1889 and regorded in Book 217 of Deeds, page 168, Records of Santa Clara County, California. and running thence from said point of beginning and along the South line of said 111.41 acre tract Cast 402.3 feet to a 2' N 4" stake; thence leaving said South line and running North 34.14 feet to 2' a 3' thence along fence N. 20. 42' W. 80.28 feet to one inch iron pipe; thence parallel with the South line of said 18.48 acre tract. Nest 391.59 feet to 1 1/2 inch pipe in the Wet line of said 18.48 acre tract, thence along said Wet line S. 24' 45' E. 19.09 feet to point; thence S. 6' 00' E. 92.4 feet to the place of beginning. and being part of the aforementioned 18.48 acre tract of land. and situated in the Quito Ranch, Santa Clara County. California. and w part of the N.E. 1/4 of Sec. 11. T. 1 S.. R. 2 W., M.D.B. M. PASCH. TWO, Beginning at an iron pipe on the one q uarter section corner between Sections 11 and 12, Township 8 South Range 2 West, Mount 0iablo Bane and Meridian, also being the southwesterly corner of the Quito Rancho; thence along the line between said Sections 11 and 12, S. 0' 20' E. 688.38 feet; thence leaving said Section line N. 54. 40' E. 56.76 feet; thence N. 25' 40' E. 99.00 lest; thenco N. 12. 55' C. 90.42 feet; Chance N. 35 feet; thence N. 34' 40' C. 120.12 feet; thence N. 67. 10' C. 70.62 feet; thence N. 64' 55' C. 144.54 tent; thence N. S4' 25' E. 69.30 feet; thence N. 59 40' 2. 66.00 feet; thence N. 63. 40' C. 33.66 feet; chance N. SS' 05' C. 62.70 feet; thence N. 64" 45' E. 135.96 feet; and thence N. 40" 46' C. 39.90 feet to the northerly line of the southwest one quarter of said Section 11 and the southerly line of the Quito Rancho, thence along the northerly line of the Southwet one quarter of said Section 11 and the southerly line of the Quito Rancho, N. 89' 46' 23' N. to the point of beginning, and being portion of the Southwest one quarter of Section 12, Township 8 South. Range 2 Nest, Mount Diablo Base and Meridian. (CO EXCEPTING ram Parcel No. 2 above described all that portion thereof described ae follows, B eginning at a point on the section line between Sections 11 and 12, Township 8 South, Rang. 2 Nest, Mount Diablo Base and Meridian, distant thereon S. 0 20' 00' E. 96.74 f.et'1ros an iron pipe at the one- quarter section corner between said Sections 11 and 12 and at the southwesterly corner of Quito Rancho; thence from said point of beginning leaving said section line. S. 56. 59' e0' N. 42.53 feet; thence S. 46' 06' 56' N. 59.13 feet; thence S. 26' 40' 01' E. 47.91 feet; thence S. 88' 15' 00' E. 65.72 feet to point on said section line between said Sections 11 and 12 and distant thereon 8. 0' 20' or W. 10.98 feet from an iron pipe in said section line, thence running along said section line bet said Section. 11 and 12, S. 0' 20' OS' E. 479.58 feet to the southerly corner of that certain parcel of land described in the Quitclaim Deed from Si of Notre Dame De Namur, California Province, a corporation, to Herbert J. r.nolio, et us, dated June 28, 1962 and recorded July 27, 1962 in Book 5661, Official Records, at page 93, Santa Clara County Records; thence leaving said section line and running along the southeasterly line of said parcel of land described in said Quitclaim Deed above referred to the following courses and distances* M. 54' 40' E. 56.76 feet; thence M. 25' 40' E. 99.00 feat; thence N. 12' SS' E. 90.42 feet; thence N. 35' 40' E. 97.02 festi and thence N. 34' 40' E. 120.12 feet; thence leaving said south ly lines, N. 10' 18' 23' w.. 91.24 feet; thence N. 10b 19' 07' W. 142.70 feet; thence N. 89' 49' N. 52.90 feat; thence N. 76' 20' 19' W. 78.63 feet; and thence S. 56' 59' 40' W. 81.99 feet to the point of beginning, being portion of the Northeast one- quarter of the Southeast one quarter of Section 11 and a portion of the Northwest one quartet of the Southeast tso Ounetsre01 Section nn1 Township 8 South. Range Meridian. PARCEL THREE; An easement for ingress and .grass over and along strip of land 12 feet wide, the center line of which is described as follows. Beginning at a point distant S. 0' 20' 00' E. along the line b etween Sections 11 and 12. Townuhip 8 South, Range 2 Nest. Mount Diablo ease and Meridian, 96.74 feet and N. 56' 59' 40' E. 81.99 feet from an iron pipe at thu one- quartos' section corner between said Sections 11 and 12 and at the southw y corner of the Quito Rancho; thence (CONTINUED) from said point of beginning. S. 56 59' 40' N. 124.52 feed thence S. 46' 06' 56' N. 59.11 feats thence S. 26' 60' 01' S. 47.91 feats thence S. 88 15' 00' Z. 65.72 fast to point on said section line between said Sections 11 and 12 and distant thereon N. 0' 20' W. 10.98 feet from an iron pips On the section lines thence southeasterly in direct line to a point which bears 8. 77. 20' 06' S. 71.52 [eat from said last mentioned iron pipes thence S. 49' 55' 55' t. 93.04 feats thence N. 65' S8' 09' Z. 89.28 feet; thence X. 73' 03' 26' t. 75.45 feats thence N. 66' 20' 37' 1. 104.37 feats thence N. 80. 38' 45' Z. 113.16 feats and thence N. 71' 36' 16' 8. 352.45 feat to point in the canter line of 8olmee Noad. =CLPIING PION said strip of land all that portion thereof lying within Parcel me. 2 hsreinabowe described. The 14nd referred to herein is described All 'that certain property situate an the City ut Saratoga, County of Santa Clara, Stat.. ut California, de.crs en an follows: PARCEL NO.'1: 3 '9ibninq at a point on the s.•ctiun line between ;sections 11 "nd 12, Township 8 south, annge 2 Went, Mount :>iaulu and Meridian, distant thereon S. 0° 10' 00" d. 14.74 feet from an iron pipe at the uno quarter suction corner eetween said Sections 11 4nd 12 and at the Southwesterly corner of Quito Rancho; thence from said point of a:ginning lining said su'tsun lino, S. 56 59' 40" W. 4 2.53 lee!; thence 5. 46° 06' 57" W. i9.13 feet: thence S. 26° 40' 01" 47.91 point on said Section J O Section lineuetweensaid Sections 11 and 12 and distant thereon N. 0 20' 00" W. 10.98 feet free an iron pipe in said auction lino; thenco running along said section lino between said I'ctiuns 11 and 12, S. 0 20' 00° 4. 479.5U feet to the Southerly corner of that curtain parcel of lend described in the Quitclaim Deed tree Sisters vt Notre Dame De Namur, Califurnia Province, a corporation, to aerbert J. Fenolao, ut us, dates Juno 28, 1962 and rucurdeJ July 27, 1962 in book S661 of Official Record at iage 93, Sdhta Clara County Records; thenco leaving said section line and running along the Southeasterly lines ot said of land described in said Quitclaim Deed above fetetred to the following courses and distanaa: N. 540 40' E. 56.76 feat: thence M. 15 40' E. 99.00 feet; thence N. 11 55' E. 90.42 tent; thence N. 35 40' E. 97.02 leer; and thence N. 34° 40' E. 120.12 teet: thence leaving soil Southeasterly lines, S. 10 16' 23" 4. 11.27 feet; thence 1.. 10 19' 07" W. 142.70 :tot; thence N. 09° 44' U. 5:.90 sect; thence h. 76° 20' 19" 4, 78.63 toot an3 ti.en,:o S6° S7' 49" W. 81.99 :out to the puint of beginning, :wing a eJrtiun of the Northeast uno- qua ot the one -gl.a rter of Section 11 and a portion of the .Ulthw.,.n. our of the Southw.: ;t one- yuar.er art Section 12, Towu::atp 0 South, Range 1 West, :Cunt btablu a..:..• and l 'rid 1.111. 4XCEPf1WG T*ER&FkUM an privilege an the gulch reserved in the Decd ti S, 10.19 an duck 110 of en WO Inn cants *CO cor nea /tj°o" ,ae ono ds iullua uhutVlJeu 1/1 interest in t...• water On the acOVe detiCrlbed Lahti, J:: 'um J.C. dutchinson, recuteea April Ueods, pestle 504, official. e t se p L. Ara An easement for ingress and e)resi over and along a strip of land 12 feet wide, the canter line of which is ."•scribed as follows: I:ginning at a point distant S. G° 20' 00" E. along the lino oetween Sections 11 .u 12, Township b South, ,..u,ye '.nst, Mount Diablo nese end.eeridian, 96.74 t.ret and N. 5u° 59' 40" E. 01.99 tout free an iron pipe at the une- guarter section corner between said Sections 11 and 12 and at the Southwesterly corner at the Quito Rancho; thence from said point of beginnin), S. 56° S9' 40" W. 124.52 feet; thence S. 46° 06' S6" W. S. 01" 15 "hence .7 16 4J t. 01" E. 47.91 fee the ur., S. 00" 15' 0 00" to a point on said section Line between saiu Sections 11 eau 12 and distant thereon e. d° 20' a. 10.90 teat trua, an iron pipe on said suction lin:; thence! Southeasterly in a uir!ct line to a point which ..ears S. 77 20' 06" L. 71.54 diet arom said last mentioned iron pipe; thence S. 49 55' 93.04 teat; thence n. :0S Sd• 09" thence W. 73 03' 26" r, 75.4', feet; thence N..n6° t.en 74°t; thence W. de" 38' Y5" E. 113.16 fere.; a'd ]6 26" L'.• 151.45 feet to a point in the canter line of bondman ,toad, t•xte•pting from said strip or laud all that sort..% thereof lying within Parcel No. 1 above described. ht•serving free Parcel No. 1 Iron etnabove describe,:, en .•abement for ingress anti eyreas over all that portion thereof lying within a strip or land li feet wino, the .center line of which is aescribed es tolluwa: 00 "jihniny at a point distant a. 0 40. 00" d, along the line uetwaon Sections 11 and 11, Yuwuship 8 South, eae.)c 2 West, Mount Diablo base and Marluian 96.74 feet and A. Sue S9' 40 E. 01.99 feet feu.. an iron pipe at the .,ne- euartrr section corner between said Sections 11 ene Ix and at t ;e Southwesterly earner of the Quito Rancho; thence truce said point of beginning, 56° 59 40" 9. 124.52 feet; thence S. 46 06' 56" W. 59.13 feet; thence n. 24 40' 01" E. 47.91 feet; thence J. 00 15' 00" E. (S.72 teat to a point on said section line between said Seemed:: 11 and 1! and distant thereon N. 0 20' W. 10.90 feet 'rum an iron pipe on said section line; thence Southeasterly in a direct line to a potnt which beers S. 77 20' b:." 4. 71.52 feet from said last mentluned iron pipe; thence S. Oyu S5. Y." E. 93.04 feet; thence N. 05 58 09" E. 09.20 t.at; thenc, W. 73 03' 26" F. 75.45 feet; thence N. bb° 2u' 37" Unit; thence N. 80 30' 45" E. 113.16 f and t "c! N. 74 36' 26" a. J52.45 feet to a point in the cente: line of Dahlman Road. T WITH the right to u::e an common with urantors the existing electric power line running across reseininy lands of .:rantor. (ilia .517 -11 -10 G 11) r 1 j It 1s proposed to upgrade the sump, supply pump, and 1,200 foot transmission pipeline to deliver approximately 36 gallons per minute to one existing and one new bolted steel tank with an aggrate 120,000 gallons capacity. The new 102,000 gallon tank will be situated at the elevation of the present 18,000 gallon storage tank. Gravity storage will thus provide a minimum fire flow of 1,000 gallons per minute for two hours at a minimum residual pressure of 20 psi from any of the three fire hydrants shown on the improvement plans for the subject development. Additional hydrants could be located if desired, near the Miller, Raisch and Fenolio homes on the proposed eight -inch "offsite" distribution main. If possible, the new, large water storage tank or tanks should be hidden in the existing oak trees immediately adjacent to the Fenolio property on Hakone Gardens land. Refer to figure 2. The existing high maintenance one -inch water transmission main which runs up steep slopes from Saratoga Creek is to be replaced with two -inch high density polyethelyne water service pipe designed and constructed to resist the harsh environment along the right -of -way. The design of the new pumping, transmission, and storage facilities will significantly increase the security of water service for the existing homes. An "offsite" eight -inch main 'will run approximately 760 feet from the tanks to the uppermost hydrant at elevation 740. Below that point, a six -inch "intract" distribution pipeline will serve one other hydrant and four domestic services in the development as well as one fire hydrant at Hakoni Gardens. Since pressure at the two highest lots in the development will be less than 40 psi, it is anticipated that individual booster pumps will be needed for these two lots. Pressures will be unchanged at the Fenolio, Raisch, and Miller residences. A schematic of the proposed system is attached as Figure 1. Go V. 4'a C JiA24vG 0 5° •-aGE A S✓P/41 SJWC0. 8 ✓/TL /ill S c ot f' St.e fedPicy redeye. "Ate OOOrrs.e PfJA/P f GNLC� x o Ofr 4 W t /20, OCIO GAL. $rO,e44 4 TANT e.N FN "tt N1 yr .47 -+'.4.coA/6 C4Z04NJ I s flow ancll All that certain Parcel of Land situated to the County of Santa Clara, State of California being a portion of the Fasterlyportion of the Southeast One- quarter of the Northeast One quarter of Section 11, Township 8 South, Range 2 West, Mount Diablo Base and Meridian bounded and described as follows; COMMENCING at the East One- quarter Section corner of Section 11 aforesaid which corner also marls the Southwest corner of that certain 18.98 Acre Tract alLandLkiededby Henry Maclayand wife, to Catherine f Doyle, et al, which Deed is dated March 2, 1889 and recorded in Boot 217 of Deeds, page 168, Records of Santa Cara County; running thence along said One quarter Section line, extending East and West through Section 11, which line also constitutes the Northerly lice of the property now or Jbrmerly of Hutchinson, North 89 West 199.62Jeet to the Easterly line of the Landnow or formerly of the Hughes Minors Estate and the True Pot121 oneginning; thence along aforementioned Easterly hae, North 1 my" West 20.01 feet thence parallel with and distant 20.00 feet, measured at right angles from said a/brementioned One- quarter Section line South 8 29;3,3 "East 110.00 feet thence North 0 3527 "East 60.00 feet thence South 89 29:33 "East 10.00 feet; thence South 0 3577• West 20.00 feet to said One quarter Section line; thence along said One quarter Sect/on line North 89 217 West 22930 feet to the Point a( Beginning JAIL *2711 rant Site within Hai one Gardens October 1986 ALL CALIFORNIA TITLE CO. .90 521.1 All Cal Title 0EC 1 9 1986 8 :o0 4M ADDENDUM II TO DECLARATION OF WATER Santa Ca Co ry Oft ;jlR ecords MAINTENANCE AGREEMENT The parties to the Declaration of Water Maintenance Agreement' dated _6621/2.:/_____, 1986, hereby agree as follows: Whereas the parties hereto have entered into an addundum entitled of Easement Agreement which Addendum II to Water Facilities and Grant states that in the event that Morrow constructs a water tank as described in the above referred agreement, t h e bo w re City shall install at thereafter a y of Saratoga ("City"). is expense, a p y for the usage of the water. The agreement futher states that the City of Saratoga is hereb y given the right to use water from the tank for the benefit of the Hakone Gardens. From the meter above referred on the City shall be responsible and pay for the installation, maintenance and repair of all water lines which it use and that it is understood and agreed that the City shall not be charged for the installation, maintenance and repair of the tank and the water lines other than those specified above. In the event that the City decides to use water from the tank the repair and maintenance of the tank and water system shall be shared in equal share among all lot owners according to the number of lots included in the lands of Morrow, Fenolio, Miller, Raisch and City provided further that the owners of the lands of Morrow shall be responsible for the share of maintenance and repair attributable to the City. and DATED: December L 1986 City of Saratoga A.J. RAISCH PAVING CO. Rai Secretary By: •i, Bryan He •ert James Fe t Silas N. Miller MIL11..043 Carol Bar.ara Fenolio STATE OF CALIFORNIA CO JNTY OF at et. -0- OFFICIAL SEAL KATHLEEN A. MCCAIG NOTARY PUBLIC- CALIFORNIA SANTA CLARA COUNTY My Cantu. Ups, Aug. 20. 1990 yin bans. may pass lam Myth may tm PNa lo, a. in •mwl YYatlaa and in m say ai, or Sal t. n saga for alai nary. The pLYMdon not male any aa,aay.NW =Ma of NOW 45 10 the WOW .say al an pia•o^ or Ma *u0*t al Oa toms in Wry *pack transaction Cowdery's Form No. 28 Acknowledgement to Notary Public Corporation (C. C. Seca. 1190 1190.1) GENERAL ACKNOWLEDGMENT State of California SS County of Santa Clara CAROLYN G. WILSON C 1 0 1AiY FC3LIC- CALIFORNIA F-t !y SANTA CLARA COUNTY t'.y Commission Expos April 2. 1990 S:.ei$448848004 -0 rin CORPORATE ACKNOWLEDGEMENT fl II L CAPI State of California County of Santa Clara "t pr). I' G.'d'I `Cf1 Ee x,01 Am' ru-A„,_cALrL;NA 1 SANTA C ACA COUNT Cammiaiun Exp ^ys AV 1 S.S. O n this day of A o ..a in the year 1 t before me \<+Trl 19.e es A 41 en t5 a Notary Public, State of California, duly commissioned and swoa appeared 'Be y Al ,q i4 t C r.ti personally known to me (or proved to me on the basis of satisfactory evidence) to be the See r,n et of the corporation that executed the within instrenent, and also known to me to be the person who executed the within instrument on behalf of the corpora- tion therein named, and acknowledged to me that such corporation executed the same IN WITNESS WHE I have hereunto set my hand and affixed my official seal lathe aoL -.zt.. OP 4.4.4a—County of on the date set forth above in this certi8^ate. C exx U Notary's Signature Ka P Notary Public, State of Calif 'a OLLC I 94n My commission expires 1 1 1 1 1 1 1/.IJJI/! /1! On this the 11th day of December 19 8 before me, Carolyn G. Wilson the undersigned Notary Public, personally appeared Silas N. Miller, Norma Miller, Herbert James Fenolio II and Carol Barbara Fenolio personally known tome 29 proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) are within instrument, and acknowledged that WITNESS my hand and official seal. /r I mo are ze9C -ei rikJ On this the llth day of December Brian H. Morrow Carolyn G. Wilson Notary's Signature C�r olyn G. Wilson they Carolyn G. Wilson the undersigned Notary Public, personally appeared subscribed to the executed it. NO 201 1 19 86, before me, R3 personally known to me proved to me on the basis of satisfactory evidence to be the person(s) who executed the within instrument as President or on behalf of the' corporation therein named, and acknowledged to me that the corporation executed it. WITNESS my hand and official seal. 4 4Q E »r All CALIFORNIA TITLE CO. /S3 79&€.-' T hy O Morrow Investmen 180 Belwood Gateway Los Gatos, CA 95030 EEC FEE KMF '.'10!10 f N NOT CM, F POOR GRANT OF EASEMENT AGREEMENT Preamble Recitals 9073239 A Recorded Ttth y DEC 18 1986 e,o° AM LAURIE KANE, Recorder Santa Clara County, Official Records This Agreement made this /oi/ 1986, Between Herbert James Fenolio, II and Carol Barbara Fenolio, hereinafter referred to as "Grantor" and between Morrow Investment Ltd, Silas N. Miller and Norma Miller, and A.J. Raisch Paving Co., hereinafter referred to as "Grantee WHEREAS, Grantor is the owner of that certain real property, sometimes referred to as the Land of Fenolio, a legal description of which is attached hereto, marked Exhibit "A" and incorporated by this reference, and hereinafter referred to as "Servient Tenement and WHEREAS, Morrow Investment Ltd is the owner of that certain real property, sometimes referred to the Land of Morrow, a legal description of which is attached hereto, marked Exhibit "B" and incorporated by this reference, and hereinafter referred to as "Dominant Tenement WHEREAS, Silas N. Miller and Norma Miller are the owners of that certain property, sometimes referred to as the Land of Miller, a legal description of which is attached hereto, marked Exhibit "C" and incorporated by this reference, and hereinafter referred to as "Dominant Tenement WHEREAS, A.J. Raisch Paving Co. is the owner of that certain property, sometimes referred to as the Land of Raisch, a legal description of which is attached hereto, marked Exhibit "D" and incorporated by this reference, and hereinafter referred to as "Dominant Tenement WHEREAS, Grantee desires to acquire certain rights in the Servient Tenement; THEREFORE, it is agreed as follows: Grant of Easement For valuable consideration, Grantor hereby grants to Grantee an easement as hereinafter described. Character of Easement The easement granted herein is appurtenant to the Dominant Tenement. Description of Easement The easement granted herein is a right to erect, construct, install, maintain, repair and replace a water system, as more particularly described in that certain agreement dated November 21, 1986, between the owners of the lands of Morrow, Fenolio, Miller and Raisch, concurrently recorded herewith and carry water through said system. Location The legal description of the location of the easement is attached hereto, marked Exhibit "E" and incorporated by this reference. Use by Dominant Tenement The easement granted herein includes the right of ingress and egress over the land of Fenolio and over the easement appurtenant to the Land of Fenolio and described as Parcel 2 in that Grant Deed dated March 29, 1976, and recorded as instrument B 953, P. 59 for the purpose of constructing, installing, maintaining, repairing and replacing the above referred water system. Attorney's Fees In the event of any controversy, claim, or dispute relating to this instrument or the breach thereof, the prevailing party shall be entitled to recover from the losing party reasonable expenses, attorney's fees, and costs. Binding Effect This instrument shall bind and inure to the benefits of the respective heirs, personal representatives, successors, and assigns of the parties hereto. IN WITNESS WHEREOF, the parties hereto have executed this instrument the day and year first above written. 1 c _>Silas N. Miller Herbert Fenolio, II Morrow Xnvestwent Ltd. GRANTOR GRANTEE -2- Carol Barbara Fenolio By: 77/ YYI/.1,67 Norma Miller A.J. Raisch Paving Co. ryaq� Raisch, Secretary On this 2 1 ate day of. M of -c gvn i'-eA— in the year STATE OF CALIFORNIA 1. Q L before me COUNTY OF C T C- p'E 1. I B n (flC('.. aL a Notary Public, State of California, duly commissione and sworn, personally appeared N1 a .7 personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name jta subscribed to the within instrument, and acknowledged to me that 5 he executed the same. IN WITNESS WHEREOF I have hereunto set my hand and axed m official seal in the c —r C D County of on the date set forth above OFFICIAL SEAL KATHLEEN A. McCAIG NOTARY SANTA CLARA COUNTY RNIA M y Comm. Expires Aug- 20, 1990 The document is only a general norm whet may Pe proper to, use m simple transactions and in no way acts, or s Intended to act, as a substitute for the advice M an attorney The publisher does me make any warranty either express w Impled as to IM1e legal validity of any provision or me wdatAM of these forms in any specific transaction Cowdery's Form No. 32— Acknowledgement to Notary Public Individuals (c.c. sec. 1189.) STATE OF CALIFORNIA COUNTY OF Port t.-. OFFICIAL SEAL KATHLEEN A. McCAIG NOTARY PUBLIC CALIFORNIA SANTA CLARA COUNTY y Comm. Expires Aug. 20, 1990 this document is only a general term which may be proper Mr use in simple transactions ano in no way Ws. or is Werded to act as a sulxtnwe for the advice on an attorney. The publisher does not make any warranty, either express Or malted as to the legal validity of any provision of the suNLAM a'Mae corms in any specirt transaction in this certi cate. Notary Public, State of California Zo 19 9a My commission expires On this l day of n,vn Qf-e."- in the year 1. `I. RC= before me t<a1 O n 4-- al cCaa -e-1 a Notary Public, State of California, dun commissioned and swop), rsonally appeared ..'0. IU• (ht x personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name h subscribed to the within instrument, and acknowledged to me that he executed the same. IN WITNESS WHEREOF I have he upt�o set my hand and affixed m� official seal in the me C_J O A County of 0 j� AenA-4— on the date set forth above in this certit ate. My commission expires Cowdery's Form No. 32— Acknowledgement to Notary Public Individuals (c.c. sec. 1189.) Notary Public, State of Ca f STATE OF CALIFORNIA COUNTY OF Santa Clara OFFICIAL SEAL KATHLEEN A. McCAIG NOTARY PUBLIC CALIFORNIA SANTA CLARA COUNTY My Comm_ EXPOS. Aug. 20, 1990 The document is only a prone Mon which may be proper for use in ample brmYArta one in no way acts. or at 'mwtled m act, as a s W astute for the edema of an mMrrey. The publisher don not make any warranty enter express or mmeie0 as to Om he* Width of any po\eun or the a MSSy or these lonna M any spathe transaction Cowdery's Form No. 28 Acknowledgement to Notary Public Corporation (C. C. Secs. 1190 1190.1) STATE OF CALIFORNIA COUNTY OF Santa Clara OFFICIAL SEAL KATHLEEN A. McCAIG NOTARY PUBLC CALIFORNIA SANTA CLARA COUNTY y Comm. Expires Aug. 20, 1990 wwwww 4• personally known to me (or proved to me on the basis of satisfactory evidence) to be the President of the corporation that executed the within instrument, and also known to me to be the person who executed the within instrument on behalf of the corpora- tion therein named, and acknowledged to me that such corporation executed the same WITNESS WHEREOF I have hereunto set my hand and affixed On this 21st 1986 KATHLEEN A. McCAIG Ilia document is only a genera form alycm may be proper for use m simple transactions W in no way acts. as e ImM sd to M. as a substitute for the advice d en money. The publisher does rot make any warranty Mbar express a implied as m the MOM y.YNy Of any monsoon or lhe .udtldfy of Mem forms M any WEt transactor Cowdery's Form No. 28 Acknowledgement to Notary Public Corporation (C. C. Secs. 1190- 1190.1) in the year before me a Notary Public, State of California, duly commissioned and sworn, personally appeared RRTAN H. MORROW my IN 1Ncial seal in the On this 21st 1986 KATHLEEN A. McCAIG day of November Santa Clara County of California' on the date set forth above in this certificate. KO 6 Q ylC Notary Public, State ofrnia My commission expires day of November duly commissioned and sworn, personally appeared BRYAN A. RAISCH Aug. 20, 1990 in the year before me a Notary Public, State of California, personally known to me (or proved to me on the basis of satisfactory evidence) to be the Serretary of the corporation that executed the within instrument, and also known to me to be the person who executed the within instrument on behalf of the corpora- tion therein named, and acknowledged to me that such corporation executed the same IN WITNESS WHEREOF I have hereunto set my hand and affixed my official seal in the Santa Clara County of r a 1 i F a on the date set forth above in this certificate. Kat1Ja -n Q Mr."74.45 Notary Public, Statg of California Aug. 20, 19 My commission expires GENERAL ACKNOWLEDGMENT irrlllirrli %riririir�rrrrrlirr �rrrr�rrr�r rrrr�rf! r- irrrri lrlrlrlrrrllrrrrrrrli�r�lrr�l iii lrrilrrf��rlrrr�.il��l�r�rr���� r State of Californi County of Santa Clara =ti CAROL.YN G. WILSON ]Fn4'?`_3 NO.:S AgaL.� -Cf l IFOR' 1 9;;::1-4 CL FA COUNTY c t4p u:r',eit»x Ezpit� A'r ^I 2, 1990 wE c44444404■41.041.0•4ee' GENERAL ACKNOWLEDGMENT California November State of County of Santa Clara 00 CAROLYN G. WILSON NOTARY PG3LIC-CALIFORN!A sr,NTA C! AR4 COUNTY t1y Gc neeJLM ExGiia Apii 2, 1990 SS. SS. EXHIBIT "A" On this the 71st day of Nnvemher 19.J.6, before me, Carolyn G. Wilson the undersigned Notary Public, personally appeared Carol Barbara Fenolio personally known tome C3 proved to me on the basis of satisfactory the ry evidence subscribed to th to be the person(s) whose name(s) she executed i within instrument, and acknowledged that WITNESS my hand and official seal. /1 Notary's Signature On this the 24th day of i, Notary's Signature l i Carolyn G. Wilson C Le /l the undersigned Notary Public, personally appeared Herbert James Fenolio II Carolyn G. Wilson NO2: 193_6_, before me, k personally known tome gk proved to me on the basis of satisfactory evidence subscribed to the to be the person(s) whose name(s) within instrument, and acknowledged that he executed it. WITNESS my hand and official seal. Carol n G. Wil on 'NO Zo, i All ;hat certain reel prnperrg situate la the County of Santa Clara, State cf California, described as follow::: I':\::CE! 0!:;-:: BECINNINC at a 2 inch pipe at the Southwest corner of the Quito Rancho, being also the Section corner betweeu•Sections 11 and 12, T. 8 S., R. 2 W., M.D.D. b M; thence. from said point of beginning S. 89° 06' W., along the Section line running East and West through the center of said Section 11 a distance of 623.7. feet to a stake marked T.C. standing in the Southerly line of the tract now or. formerly of Tyson, from which the Southeast corner of said Tyson Tract bears 5. 89° 06 E., 125.40 feet; thence leaving said Southerly line and running S. 3° 15' E., a distance of 190.08 feet to a stake marked C in the Southerly line of the 41.38 acre tract described in the Deed to Henry B. Reynolds, et al, recorded October 27, 1919 in Book 498 of Deeds, page 87,•Santa Clara Cnuncy Records; thence along the general Southerly line of said 41.38 acre tract the following courses and distances: N. 84° 35' E., 149.16 feet; S. 80 20' E., 166.98 feet; thence S. 47° 00' E., 77.55 feet; chance S. 85° 00' E., 67.49 feet; and thence N. 79 30' E., 181.83 feet to a pipe at the most Southeasterly corner of said 41.33 acre tract in the line between_ said Sections 11 and 12; thene N. 0° 20' W., along said section line 10.98 feet to the intersection thereof with the Southwesterly line of that certain parcel describ. as Parcel N0. 1 in the Deed to Douglas L. Beatty, et ux, recorded July 9, 1965 in Look 7025 of Official Records, page 335; thence along the Southwesterly and Northwesterly lines of said last mentioned parcel the following courses and distances: N. 88° 15' W., 65.72 feet; thence N. 26° 40' 01" W., 47.91 feet; thence N...46'' 06' 56" E:, 59.13 feet; and N. 56 59' 40" I., 42.53 feet to a point in said section line; thence N. 0° 20' W., along said sectioe I line, 96.74 feet to the point of beginning. RESERVING THEREFROM a non exclusive casement for ingress and egress over and along a strip of land 6.00 feet in width, the South .i easterly and Northeasterly lines of which are described as follows: 1 BECINNINC ata point distant South 0 20' 20" East along the line between Sections 11 and 12, Township 8 South, Range 2 West, :fount Diablo Base and Meridian, 96.74 feet and North 56° 59' 40" Easc 81:99 feet from an iron pipe at the one yuarcer section corner between said Sections 11 and 12 and at the Southwesterly (Cont'd on next page) 0.K�M a a GO ro xsa Mel e"°r°°wu++'o eorn nC the Quito Ranch"; thence from said Point of Beginning, Sn::tl: 56 59' 40" West 124.52 foul'; thence South 46° 06' 56" West 59.13 feet; thence South 26° 40' 01" East 47.91 Ccec; thence South 33° 15' 00" East 65.72 feet to a point on said Section line between said sections 11 and 12 and distant thereon north 0° 20' West 10.93 feet from an iron pipe on said section line; the North- westerly and Southwesterly lines of said 6.00 feet strip being ercended to intersect said section line. PAttCZL 11d0: A NON- EXCLUSIVE easement for inuress and egress over and alonu a scrip of land 12.00 feet in width, the centerline of which is described as follows: BEGI.NNINC at a point distant South 0° 20' 00" East along the line between Sections 11 and 12, Township 8 South, Range 2 West, Mount Diablo Base and Meridian, 96.74 feet and North 56° 59' 40" East 81.99 feet from iron pipe at the one quarter section corner between said Sections 11 and 12 and at the Southwesterly corner of the Quito Rancho; thence from said Point of Beginning, South 56 59' 40" West 124.52 feet; thence'South 46° 06' 56" West 59.13 feet; thence South 26° 40' 01" East 47.91 feet; thence South 88° 15' 00" East 65.72 feet to a point on said Section line between said Sections 11 and 12 and distant thereon North 0 20' West 10.93 feet from an iron pipe on said section line; thence South- easterly in a direct line to a point which bears South 77° 20' 06" East 71.52 feet from said last mentioned iron pipe; thence South 49 55' 55" East 93.04 feet; thence North 65° 58' 09" Easc 89.26 feet; thence North 73 03' 26" East 75.45 feet; thence North 66° 20' 37" East 104.37 feet; thence North 80° 38' 45" East 113.16 feet; and thence North 74° 36' 26" Easc 352.45 feet to a point in the center line of Bolman Road. EXCEPTING FROM said strip of land all that portion:thereof lying within Parcel No. 1 hercinabove described. 15379 Cw PARCEL TWO: CONTINUED the land referred to herein is situated in the City of Saratoga, County of Santa Clara, State of California, and is described as follows: PARCEL ONE: A PORTION of the parcel of land conveyed to Catherine F. Doyle, et al, by Deed recorded March 3, 1899 in Book 217 of Deeds, Page 168, Santa Clara County Records, described as follows: BEGINNING at the Northwesterly corner of Parcel 1 of the Record of Survey of a portion of the lands of the Hincks Estate in Section 12, Township 8 South, Range 2 West, M.D.B. M., in the City of Saratoga, Santa Clara County, California, filed August 12, 1966, Map Book 213, Page 32, Santa Clara County Records: thence along the Westerly prolongation of the Northerly boundary line of said Parcel 1 N. 87 15' W., 227.44 feet to the Northeasterly corner of Parcel 2 of the Record of Survey for Joseph Gresham, et al, filed January 9, 1964, Map Book 171, Page 35, Santa Clara County Records: thence along the Easterly line of said Parcel 2, S. 0 40' 30" E., 702.98 feet to a point in the Northerly line of the parcel conveyed to Clifford Conly by Deed recorded October 6, 1931 in Book 582 of Official Records, Page 587: thence along the Northerly and Easterly lines of said parcel conveyed to Clifford Conly the following courses and distances: East along an undefined course, 375.21 feet, more or less; S. 20 42' E., 80.28 feet; South, along an undefined course, 34.14 feet, to a point in the Southerly line of said parcel conveyed to Catherine F. Doyle, et al; thence East along the last mentioned line 277.5. feet, more or less, to the line described in the Quitclaim Deed to Sisters of Notre Dame De Namur, recorded September 1, 1978, Book D927 of Official Records, Page 141; thence along the lines described in said Deed Northerly to the Easterly prolongation of the Northerly line of Parcel 1 of the Record of Survey filed in Map Book 213, Page 32; thence along said prolongation N. 87 15' W., 195.82 feet, more or less, to the Northeast corner of said Parcel 1: thence along the Easterly, Southerly and Westerly lines of said Parcel 1, the following courses and distances: S. 2 45' W., 113.98 feet: S. 61 51' E., 42.51 feet; S. 31 46' 17" E., 80.79 feet; N. 78 02' W., 142.72 feet: N. 87 20' 13" W., 320.99 feet and N. 0 53' 13" W., 180.85 feet to the Point of Beginning. PARCEL 2 as shown on the Record of Survey for Joseph Gresham, et al, filed January 9, 1964, Map Book 171, Page 35, Santa Clara County Records, described as follows: 15329 CW s BEGINNING at the Northwesterly corner of the parcel conveyed to Catherine F. Doyle, et al, recorded March 3, 1899, Book 217 of Deeds, Page 168: thence along the Northerly line of the last mentioned Parcel S. 89 16' E., (S. 87 15' E.) 40.48 feet to the True Point of Beginning: thence along the last mentioned line S. 89 16' E., (87 15' E.) 37.86 feet: thence S. 0 40' 30" E., 709.98 feet: thence West 16.38 feet, as shown on said Record of Survey, to a Westerly boundary of said parcel conveyed to Doyle: thence N. 24 45' W., 52.63 feet to the Southernmost corner of Parcel 1, as shown on said Record of Survey; thence along the Easterly line of said Parcel 1 N. 0 40' 30" W., 655.67 feet to the True Point of Beginning. PARCEL THREE: AN EASEMENT for ingress and egress, 25 feet wide, the centerline of which is described as follows: BEGINNING at a point in the center line of the Boliman Road, so called in Section 12, Township 8 South, Range 2 West, M.D.B. M., said point being located the following courses and distances from the Northwest corner of the Southwest quarter.of the said Section 12: North 0 40 1/2' West 803 feet along the Section line, South 87 15' East 1049 feet along a fence line between the lands now or formerly of Doyle and McDonald and its projection to the center line of said Boliman Road, South 34 09' East 244.5 feet and South 10 09' East 47.4 feet along Boliman Road, running thence from said point of begin- ning, S. 26 18' West 42.7 feet: thence S. 3 55' West 52.5 feet; thence South 12 24' West 65 feet, thence South 21 12' West 35.6 feet: thence South 32 19' West 54 feet; thence South 50 West 51 feet, thence West 27 feet to a point in a fence line marking the Eastern boundary of the lands conveyed to Catherine F. Doyle, et al, by Deed recorded March 3, 1899, Book 217 of Deeds, Page 168, Santa Clara County Records, as granted to Mabel L. Pierce by Deed recorded August 6, 1938, Book 889 of Official Records, Page 287. PARCEL FOUR: AN EASEMENT for pole line purposes and for installation and maintenance of pipe lines for the distribution of water and gas, 10 feet wide, the North- westerly and Southwesterly lines of which are described as follows: CONTINUED 15379 CW BEGINNING at the point of intersection of the Southwesterly line of the Bollman Road with the Northwesterly line of the Bollman Road with the North- westerly line of that certain parcel of land described as Parcel 2 in the Deed to Sisters of Notre Dame De Namur, California Province, a corporation, recorded August 3, 1936 in Book 779 of Official Records, Page 465: thence along said Northwesterly line of the property so described in said Deed, South 43 West to the Southwesterly line of the parcel so described: thence South- easterly along the Southwesterly line of the parcel so described to a point thereon which is 10 feet Southeasterly from the Northeasterly corner of that certain 18.48 acre tract of .land, conveyed to Catherine F. Doyle, et al, by Deed recorded March 3, 1899, Book 217 of Deeds, Page 168, Santa Clara County Records, as granted to Mabel L. Pierce by Deed recorded August 6, 1938 in Book 889 of Official Records, Page 287. Also, over all that area as reserved in the Quit Claim Deed from Margaret Hincks Dyer, as executor of the Estate of Hazel Pierce Hincks, deceased, recorded September 1, 1978, Book D927 of Official Records, Page 141. PARCEL FIVE: AN EASEMENT appurtenant to Parcels One Two above for ingress and egress and installation and maintenance of public utilities 30.00 feet wide the center- line being described as follows: NO. 1 BEGINNING at the intersection of the Northwesterly terminus of the centerline of that certain access easement with a Southeasterly line of Parcel One as shown on that certain record of survey filed in Book 213 of Maps at page 32, Santa Clara County Records; thence from said point of beginning along the Northwesterly prolongation of said centerline N 58 13' 43" W. 36.06 feet: thence along a curve to the right, having a radius of 163.00 feet, through a central angle of 23 54' 43" for an arc length of 68.03 feet to a point of reverse curvature: thence along a curve to the left, having a radius of 223.00 feet, through a central angle of 12 31' 00" for an arc length of 48.72 feet; thence N. 46 50' 00" W. 20.00 feet; thence along a curve to the left, having a radius of 103.00 feet, through a central angle of 40 25' 00" for an arc length of 72.66 feet to a point 15.00 feet (measured at right angles) South- erly from the Northerly line of said Parcel One: thence parallel with said line N. 87 15' 00" W. 207.00 feet; thence leaving said parallel line with a tangent curve to the left, having a radius of 51.00 feet, through a central angle of 92 05' for an are length of 81.97 feet; thence tangent S. 0 40' W. 112.64 feet to the Southerly line of said parcel, being distant thereon S. 87 20' 13" E. 39.60 feet more or less from the Southwest corner of said parcel. CONTINUED 15379 CW NO. 2 BEGINNING at the Northwest corner of said Parcel One, thence along the Westerly line 5. 0 53' 13" E. 60.00 feet to the point of beginning and being the centerline of this 30 feet wide easement: thence leaving said Westerly line, 5. 80 00' E. 28.00 feet more or less to the Westerly side line of the 30 feet wide easement as described in No. 1 above. Those parcels of land in the City of Saratoga, County of Santa Clara, State of California, described as follows. PARCEL ONE, Beginning at a 2 inch iron pipe in the southwest corner of that certain 16.48 acre tract of land deeded by Henry Maclay and wife, to Catherine S. Doyle, et al, by Deed dated march 2, 1889 and recorded in Soot 317 of Deeds, page 168. Records of Santa Clara County, California, and running thence from said point of beginning and along the South line of said 18.48 acre tract East 402.3 test to 2' x 4' s thence leaving acid South line and running North 34.14 feet to 2' x 3' stakes thence along a fence N. 20 42' N. 80.28 feet to a one inch iron piper thence parallel with the South line of raid 18.48 acre tract, Meat 391.59 feet to 1 1/2 inch pipe in the Meet line of said 18.48 acre tract, thence along said Meat line S. 24' 45' E. 19.09 feet to points thence S. 6' 00' E. 92.4 test to the place of beginning. and being part of the aforementioned 18.48 acre tract of land, and situated in the Quito Ranch, Santa Clara County. California. and part of the N.L. 1/4 of Sec. 11. T. 8 S.. R. 2 N., M.D.D. a N. PARCEL TWO: Beginning at an iron pipe on the one- quarter section Corner between Sections 11 and 12. Township 8 South Stange 2 West. mount Diablo Base and Meridian. also being the south ly corner of the Quito Ranchos thence along the line between said Sections 11 and 12. S. 0' 20' C. 688.38 fest: thence leaving said Section line N. 54' 40' C. 56.76 test, thence N. 25' 40' C. 99.00 feats thenco X. 12' SS' L. 90.42 feet: thence N. 35'40'6. 97.02 feats thence N. 14' 40' 3. 120.12 tests thence N. 67' 10' C. 70.62 feet' thence N. 64' 55' C. 144.54 feet: thence N. 54' 25' C. 69.30 feet: thence N. 59 40' C. 66.00 tent: thence N. 63' 40' C. 33.66 feet; thence N. 55' 05' C. 62.70 feet: thence N. 64' 45' L. 135.96 fact: and thence N. 48' 46' C. 39.90 feet to the northerly line of the southwest one-qu t said Section 11 and the southerly line of the Quito Rancho: thence along the northerly line of the Southwest on•- quarter of said Section 11 and the southerly line of the Quito Rancho, N. 89' 46' 23' N. to the point of beginning, and being portion of the Southwest one-quarter of Section 12, Township 8 South, Runge 2 Nest, Mount Diablo Base and Meridian. (COH7SNUED) c. s EXCEPTING PROM No. 2 above described all that portion thereof described as follows. Beginning at a point on the section line between Sections 11 and 12. Township B South, Range 2 West, Mount Diablo Use and Meridian, distant thereon S. 0 20' 00' E. 96.74 feat'trem an iron pipe at the one quarter section corner between maid Sections 11 and 12 and at the southwesterly corner of Quito Rancho, thence from said point of beginning leaving said section line, S. 56. 59' 40' W. 42.53 feet, thence S. 46. 06' 56' M. 59.13 feet, thence S. 26' 40' 01' It. 47.91 feet; thence S. SB• 15' 00' E. 65.72 feet to a point on Said section line between said Sections 11 and 12 and distant thereon N. 0. 20' 00' W. 10.98 feet from an iron pipe in Said section line, thence running along said section line be Said Sections 11 and 12, S. 0. 20' OB' E. 479.52 feet to the southerly corner of that certain parcel of land described in the Quitclaim Deed from Si of Notre Dame De Namur, California Province, corporation to Herbert J. Penollo, et us, dated June 28. 1962 and recorded July 27, 1962 in Book 5661, Official Records. at pegs 93. Santa Clara County Records, thence leaving said section line and running along the southeasterly line of said parcel of land described in Said Quitclaim Deed above referred to the following courses and distances, N. 54 40' E. 56.76 feet; thence N. 25 40' E. 99.00 feet; thence M. 12 55' E. 90.42 feet; thence N. 2S• 40' E. 97.02 feet; and thence M. J° 40' E. 120.12 feet; thence leaving said southeasterly lines, N. 10. 18' 22' W., 91.24 feet, thence N 10' 19' 07' M. 142.70 feet, thence N. 89. 49' W. 52.90 Nets thence N. 76. 20' 19' M. 78.63 feat, and thence S. 56' 59' 40" W. 81.99 feet to the point of beginning, being portion of the Northeast one- quarter of the Southeast one- quarter of Section 11 and a portion of the Northwest one quarter of the Southwest one quarter of Section 12, Township 2 South, Range 2 West. Mount Diablo Base and Meridian. PARCEL THREE. An easement for ingress and egress over and along a strip of land 12 feet wide, the line of which is described as follows, Beginning at a point distant S. 0 20' 00' E. along the line between Section. 11 and 12, Township 8 South, Range 2 West, (bunt Diablo Base and Meridian, 96.74 feat and N. 56. 59' 40' E. 81.99 feet from an iron pipe at the one q section corner between Said Sections 11 and 12 and at the aouthw ly corner of the Quito Rancho, thence (CONTINUED) from said point of beginning, S. 56' 59' 40' W. 124.52 fat; thence S. 46' 06' 56' W 59.13 fast; thence S. 26' 40' 01' D. 47.91 feat, thence S. Sr 1S' 00' 5. 65.72 feet to point on said section line between said Soot /one 11 and 12 and distant thereon M. 0' 20' Y. 10.93 feet from an iron pipe on the section lines thence southeasterly in direct line to a point which bears S. 77' 20' 06' t. 71.52 feet from said last mentioned iron pipes thence S. 49' 55' 55' S. 93.04 feet: thence M. 6S' Sr 09' S. 39.25 feet; thence O. 73' 03' 26' S. 75.45 feet; thence M. 66' 20' 37' S. 104.37 feet. thence M. S0' 33' 45' S. 113.16 feet; and thence M. 76' 36' 26' S. 352.45 feet to a point in the cater line Of Dolman Road. aarrIMO ?ROM said strip of land all that portion thereof lying within P 1 I. 2 hereinabove described. i1 r 1• S The land referred to heroin is described as iullus: All 'Chat Certain property nttuatu an the City of Soratoya, County of Santa Clara, Statue of California, det.crit.en as follows: PANCEI NO.'1: fl'yiining at a point on the s'•ction line between ;.ucttons 11 and 12, Township 8 South, auuge 2 West, Mount iiiaulo Sass and Meridian, distant tbe,uou S. 0 10' 00" g. 96,74 feet from an iron pipe at the ono quarter suction corner uetween said Sections 11 and 11 and at the Southwesterly corner of Quito Rancho; thence from said point of .:!ginning leaving said suction lino, S. ,6e 59. 40« W. 4 2.5i teat; tbenea 5. 46 06' 57° W. 59.13 feet; thence 5. 16° 40' 01 4. 4 7.91 fete; thence S. 03 15' U0° E. 65.72 feet to a ruin[ on said Section lines uetween said Section:: 11 and 12 and distant thereon N. 0° 20' 00" W. 10.98 feet from an trop pipe in said auction Xittu: thence running along said section lino between said Sections 11 and 12, Oa 20' 00" 1. 479,58 feet to the Southerly corner of that certain parcel of land described in the Quitclaim Deed from Sisters vt Notre Dame De Namur, California Province, a corl.oratiou, to aerhurt J. Fenolio, ut us, datum Juno 28, 1962 oud recorded July 27, 1962 in boot 5661 of Official Records, at gals 93, Santa Clara County Records; thence leovtu•1 said section line and running along the Southeasterly lines of said p.trcel of land described in said Quitclaim peed above rotetrod to the following courses and distance:;: N. 54 40' E. 56.76 lent; thence N. 1S 40' E. 99.00 fact; thence N. 11° 55' E. 90.42 tent; thence N. 35 40' E. 97.02 feet; and thence N. 34 40' E. 110.12 feet; thence leaving said Southeasterly lines, N. 10 tar' 23" 1.. 91.27 feet; thence 4. 10 19' 07" A. 142.70 ;tet; thence N. C9 49' a. 52.90 :nut; thence N. 76 20' 19" A. 78.63 toot and ti.pi.ce 56 57' 49" W. d1.99 :mut to the point of beginning, :.vi Og portion of the Northeast one guurter of the ::utth. ant otte of :section 11 and a put tion of the .0, t hs. one quarter of the Southwest out quarter at Suction 12, Towandtp 0 South, Range 1 Nest, ::uunt ptaulu ii.. 1: 'r id 14 IL r.XCEI'i1M0 Tt1ERe.rhun an unutviueu 1/1 interest privilege in the gulch on the auove described reserved in the Deed from J.C. Jutchinson, roc 'r, 1da9 in deck 110 of UPO40, page 504, ufftei WOW _..410 1 0 003 wrin °61 van CO MIIS 010 Hxi rant rrv'a w ;aim wt s .tASSe o r:. pacer P.w:R Plw altr�tAr1°C in t:.a water l..nu, as 0tuaa April a. neck. II 0 •1 An easement for ingress and e)ress' over and along is strip et land 12 feet wide, the canter lane of which is d•scrabed as iolluws: Beginning at a point distant s. o 00" line between Sections 11 4111 12. 6 wn hi96p E. u thng the th. 2 4est, Mount Diablo Base andeneradian.74uioet un.j fl 50 59' 40" E. 01.99 feet from an teat and N. y unrter section corner between sate) rSec 11s and o 12 and 4t the Southwesterly corner of the Quito Rancho; thence frum said point of beyinnin S. o feet; thence S. 46 06' 56" .1 ten: thence W. 124.51 44' 01" E. 47.91 feet) thence 9 .080 15'00". 65.74 Z. 2 fe to point un said section line between S• 5.7s feet ..:w 12 and distant thereon s0i9 S tool t r 11 on a ;t 2 e J. 1 iron pipe on said suction line; thence Southeasterly suet in r n an w if line to a point whtce ..ears S. 77 20' 06" t. 7 1.51 test iron said last mcnttuned iron pipe; thenc S. 490 55' 93.04 feet; thence N. :.5 513' 09+ t. 0446 thenc, 7e0tU3• 26" t. 75.4', feet) thence N..u60120';37" E. 1 thenco N. sue 30' 45+ taunt N. 74 36' 26" E. 152.4 C. 1 13.16 feat; end cewte: lino of Dahlman .toad, 5 fret to a point u, too r.Xcvpting troa said strip of laud all that pott.t•:, thereof lying within Parcel No. 1 auove described. I.userving from Parcel No. 1 h.'i etnabove described, an eauement for ingress anu egre4s over all that portion thereat lying within a strip or land 14 feet wiva, the .tinter line of which is described 44 telluwn: a ",ahniny at a point distant o. 0 20' 00" e. 410114 the line uetween Sections 11 and 12, Township b South, 2 West, Mount Diablo base and Meriuian, 96.74 teet and J. Su 59' 40+ E. 01.99 feet tru.i en Iran pipe at the ,.Ne- yuart.r section corner between said S:•Ctionz 11 em 1. and at t,e Southwesterly corner of ti,., Quttu Rancho; thence tro.. said point of beginning, 56° 59' 40" A. 124.52 st; thence S. 46 06' 56" W. 59.13 feet; thence I. 26° te U1 E. 47.91 feet; thence J. 00 15' 00" E. to a point on said section line between said secti teot and 1! and distant thereon N. 0 20' J. 10.98 feet !rum an iron pipe on said section lane; thence Southeasterly in a direct line to a point which bears S. 77 20' Oh" E. 71.52 feet .rem said last mentioned Iron pipe; thence s. 490 S5, 5 E. 93.04 feet; thence N. n5 513' 09" E. 89.28 text: them^ N. 73 03' 26+ Y. 75.4n feet; thence N. on° 2U' 37" L. 104.37 feet; thence N. 80 30' 45" E. 113.16 feet; and tnenc. N. 74 36' 26" 352.45 feet to a point to the center line of Johlman Road. TeUr7atR wiTH the right to a ;e in common with ',ranters the existing electric power line running across rCm.,anin9 lands of Jrentor. (,21:0 -13 -10 6 11) A Fifteen Foot wide Easement lying in the Lands of Fenolo for the instillation and maintenance of a Water line end Appurtenances lying within the County of Santa Clara; State of California, the Centerline of said Easement being described as follows,• Commencing at as Iron pipe an the one quarter section corner between Sections 11 and /2 Township 8, Range 2 West, Mount Diablo Base and Meridian, also being the Southwesterly corner of Quito Rancho; thence along the line between said Sections 11 and 12 South 0 20 'East 10.00 feet to the True Point of Beginning thence Westerly, along a line which is parallel with and 10 feet Southerly measured at right angles from said one- quarter section line, South 89° 06' West .550.00 feet thence leaving said parallel line North 0° 20' West 10.00 feet to a point on said one- quarter section line and the terminus of the centerline being herein described JMII 2711 Easement thru the Lands ofFenolio October 1986 es RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: City of Saratoga Department of Public Works 13777 Fruitvale Avenue Saratoga, CA 95070 DOCUMENT: 136 4690 11 1 OFFER TO DEDICATE A WATER LINE EASEMENT APN 517 -36 -007 LOT 2 TRACT 7888 20959 HIDDEN VIEW LANE 1 1 BRENDA DAVIS SANTA CLARA COUNTY RECORDER Recorded at the request of City Titles :I Pages: 5 Fees No Fees Taxes Copies. AMT PAID For valuable consideration, the undersigned owners of real property situated in the City of Saratoga, County of Santa Clara, State of California, and more particularly described in Exhibit A attached hereto, hereby warranting that they constitute all of the owners thereof, for themselves, their heirs, successors and assigns, hereby irrevocably offer to dedicate to the City of Saratoga, a Municipal Corporation, a water line easement under, over, and across said property. Said water line easement is offered with the following terms and conditions: 1. The easement is for the sole purpose of installing, operating and maintaining a pressurized water line to serve the City's Hakone Gardens. The City shall be fully responsible for the water line, and any required maintenance thereof and repairs thereto. 2. City shall endeavor whenever possible to provide owners with 24 hours advance notice before accessing the easement to perform maintenance or repair activities in connection with the water line. However, the inability of the City to contact owners shall not in any way preclude access to the easement by either the City or its authorized agents. In the event of an emergency, the City and /or its agents shall have full and immediate access to the easement. 3. The easement shall be kept free and clear at all times of any permanent structures and other physical encumbrances which would prevent access to the easement and any portion thereof, including the water line. 4. City shall, in a timely manner, restore owners' property, including the easement, to conditions existing prior to entrance onto owners' property, after the performance of any maintenance, repairs or other activities in connection with the water line. RDE 002 2/18/1997 4 :30 PM 5. The water line where it exists within the easement shall, at all times, be buried to a minimum depth of one foot, except during those times when it is necessary to temporarily expose the line for maintenance or repair. 6. The easement shall benefit the City of Saratoga and remain in full force and effect for as long as the City continues to own the Hakone Gardens property. In the event the City sells or otherwise transfers title to the Hakone Gardens property to a private party, Grantor reserves the right to terminate the easement after providing the City with thirty (30) days written notice of Grantor's intention to terminate the easement. 7. Grantor shall not be responsible for any damage resulting to the water line unless such damage is caused by the willful or intentional misconduct of the Grantor. The undersigned understands that the within offer can only be accepted by resolution of the City Council of the City of Saratoga and recordation of this instrument shall not and will not constitute acceptance of the within offer to dedicate. This offer shall be irrevocable and shall be binding upon our heirs, personal representatives, successors and assigns. The plural as used herein shall include the singular, and the singular shall include the plural. Executed this day of SAS C-s C_riQ A (All signatures must be acknowledged before a Notary Public attach either a corporate, individual or partnership notary form.) STATE OF CALIFORNIA ss. COUNTY OF SANTA CLARA On this 17th day of January, 1997, before me, the undersigned Deputy City Clerk, personally appeared James K. Craik and Judi Craik, proved to me on the basis of satisfactory evidence to be the persons whose names are subscribed to this instrument, and acknowledged to me that they executed the same in their authorized capacity; and that by their signature on the instrument they, or the entity upon behalf of which they acted, executed the instrument. Witness my hand and official seal of the City of Saratoga. Grace E. Cory, Dejltfty City Clerk Gov. Code 40814 APN: 517 -36-007 Thi description prep by me. arren E. Mc IP owe 1 Land Surveyor No. 3414 License Expires: 06 -30 -96 EXHIBIT "A" Description A water line easement over and across the lands of James K. Craik and Judi Craik to be conveyed to the City of Saratoga. All that certain parcel of land situate within the City of Saratoga, County of Santa Clara, State of California, being an easement of uniform width of 10.00 feet for the installation and maintenance of a water line, the centerline of which being more particularly described as follows: COMMENCING at the Southwest corner of Lot 2 as said Lot 2 is shown on the map of Tract No.7888, filed in Book 568 oof Maps at page 34 in the office of the Recorder of the County of Santa Clara, State of California, THENCE Easterly, from the Point of Commencment, along the South line of said Lot 2, North 89 °58'52 "East for a distance of 130.00 feet; THENCE North, departing from said South line of Lot 2, North 00 °01'08 "West for a distance of 10.00 feet to the True Point of Beginning for this description; THENCE Northwesterly, from True Point of Beginning, North 57 °11'20 "West for a distance of 183.00 feet to a point on the West line of said Lot 2, said point being distant North 25 °25'30 "West a distance of 52.74 feet and North 01005103 "West a distance of 61.58 feet from aforesaid South west corner of Lot 2, said point being the terminus of this easement. LOT I 0 2.044 ACRES O N 88'54'57' E _J TRACT NO. 7888 LOT 2 2.327 ACRES I *�T G i> N N. -cc". 2p4 \rya EXHIBIT 'ES 205.00' WARREN E. McDOWELL License Expires 06 -30 -96 7974 PUMPKIN DRIVE CUPERTINO CA 95014 (408) 257 -8210 N 23•42'57" 20. 20' P.S.E. /\91. NoWarw 130.00 /0. This Plat pr pared by me. MILLER s. WATER LINE EASEMENT 10' P.S.E --'1 r I T I os s9 Q- 21'23'5 1 I R- 166,00' L 62.00' I R 1 8 4.O pJ 1 IL 2 22 9622 53- ki, r I 68.7 1g �`8 14 w 1 1 22.96' A-12'51'36' I• i f 6 R- 114.00' r \R•96.00' L- 25.59' 1 L L -II 1 4' N 89 E 336.11 A- 47 �7 R- 20.00' L -I 6.55' �g2 a- 290'50 R■32.00' L- 162.44' 0 P.S.E. 3 oe�� 9/ 'e4 0 0 0 69'38'23' ON R- 20.00' L-24.31' c m E S�� m P�Q� F' +0' y TIE 130' TIE 0 z A j 54.91' TIE TO I.P. Q Q OF CUL- DE N 47.4610 W 135.5 HAKONE GARDENS DATE: 08 -08 -95 SCALE: 1 60' PAGE 1 of 2 L 0 O Zz0a Recordinq requested by and to be returned to: City of Saratoga Department of Public Works 13777 Fruitvale Avenue Saratoga, CA 95070 NOES: None ABSENT: None ABSTAIN: None ATTEST: Original DOCUMENT: 13614689 19 ERR RESOLUTION NO. 97 -06 BRENDA DAVIS SANTA CLARA COUNTY RECORDER Recorded at the request of City RESOLUTION ACCEPTING OFFER OF DEDICATION Titles :d Pages: 1 F22S \4■ G4ht Taxes Copies.. AMT PAID WHEREAS, James K. and Judi Craik, the owners of Lot No. 2 of Tract No. 7888 in the City of Saratoga, have executed an Offer to Dedicate a Water Line Easement over said property, said Offer attached hereto and to be recorded concurrently herewith. NOW, THEREFOR, the City Council of the City of Saratoga accepts the aforementioned Offer of Dedication and directs of this Resolution and the Offer to be recorded together Office of the County Recorder for Santa Clara County. PASSED and ADOPTED at a regular meeting of the City Council of the City of Saratoga held an the 5 b day of February 1997, by the following vote: AYES: Councilmembers Bogosian, Jacobs, Shaw, Wolfe and Mayor ?bran hereby a copy in the RDE 002 2/18/1997 4 :30 PM 0 2.044 ACRES N 88'54'57 E 205.00' TRACT NO. 7888 LOT 2 2.327 ACRES 9 T co 20' P S.E. _I O 0 LOT 1 130 00' This Plat prepared by me. WARREN E. McDOWELL License Expires 06 -30 -96 7974 PUMPKIN DRIVE CUPERTINO CA 95014 (408) 257 -8210 EXHIBIT B 23 .4218 7. 20.6 2 2 9s22'53. W r r 1 /8, A- 12'51'36'L R- 114.00' L- 25.59' R- 47'24'58' R 20.00' L- 16.55' I A= 290' 50'45 R- 32.00' L•162.44' 0 ,p30' P.S.E. MILLER 1 1 A 21'23'53' R- 166,00' L' 62.00' /9/ 1 21 2 3'53• I I R- 184.00' L' 6 8.72' S 14'22'53' W 22.96' (cL- 6'39'00' \R- 96.00' L 69'36'23' 20.00' L-24.31' P P m 0 0 0 0 N h Q�J Q �4Q 5 6 o Q f AO °O%C{9 'W ,s 4) 0 80' TIE N 89'58'52' E 336.11 130' TIE WATER LINE EASEMENT 1 0 n 54.91' TIE TO I.P. Q N447'46''10'SW C 135.5 HAKONE GARDENS DATE: 08 -08 -95 SCALE: 1"= 60' PAGE 1 of 2 O 1— r y LI r. La p G7 g Th- re (H. N 1 LL r O N zi ATTEST: Acknowledging Copy CONFORMED COPY: This document has not been compared with the original. SANTA CLARA COUNTY RECORDER Recording requested by and to be returned to: City of Saratoga Department of Public Works 13777 Fruitvale Avenue Saratoga, CA 95070 RESOLUTION NO. 97 -06 D0614: 13614326 2/18/1997 11:24 AM RESOLUTION ACCEPTING OFFER OF DEDICATION WHEREAS, James K. and Judi Craik, the owners of Lot No. 2 of Tract No. 7888 in the City of Saratoga, have executed an Offer to Dedicate a Water Line Easement over said property, said Offer attached hereto and to be recorded concurrently herewith. NOW, THEREFOR, the City Council of the City of Saratoga hereby accepts the aforementioned Offer of Dedication and directs a copy of this Resolution and the Offer to be recorded together in the Office of the County Recorder for Santa Clara County. PASSED and ADOPTED at a regular meeting of the City Council of the City of Saratoga held on the 5th day of February 1997, by the following vote: AYES: Councilmerrbers R�yosian, Jacobs, SWAT, Th1±e arri Mayor Nbran NOES: None ABSENT: None ABSTAIN: None Binkley Associates Jim and Judi Craik Bohlman Mutual Water Company 20959 Hidden View Lane Saratoga, CA 95070 CONSULTING ENGINEERS HYDRAULICS WATER RESOURCES WATER AND sr wACL i AC:L:trrS November 17, 1994 RE: Our invoice 18 -94 -02 Dear Jim and Judi: The City of Saratoga has requested that we redirect our subject invoice to you for payment. You stated in a recent telephone conversation that you did not know what the invoice was for, nor had the City informed you that it was being redirected. We have looked back in our files and find the following was done per your request: 1) Principal engineer (.3 hours) time included a telephone conversation and correspondence with you on 7/11 re: location of meters. 2) Assistant engineer (.5) time included reviewing construction drawings to locate missing meter. Please call if you have any questions or need additional information. Very truly yours, BINRLEY ASSOCIATES G. R. Binkley, P.E. President GRB /dn enclosure invoice f8 -94 -02 REVISED cc: John Cherbone, City of Saratoga w /enclosure 7246 SHARON DRIVE SAN JOSE CALIFORNIA 95129 (408) 257-9252 FAX: (408) 257 -9102 Jim and Judi Craik Bohlman Mutual Water Company 20959 Hidden View Lane Saratoga, CA 95070 BINKLEY ASSOCIATES CONSULTING ENGINEERS 7246 SHARON DRIVE SUITE J SAN JOSE, CA 95129 (408) 257 -9252 RE: Bohlman Mutual Water Company consulting For Professional Services: July 1994 Telcons with client on 7/11 re: number and locations of meters installed. Review construction drawings and files. Correspondence with client on 7/11. Principal Engineer .3 hours 110.00 33.00 Assistant Engineer .5 hours 54.00 27.00 Total Professional Services TOTAL DOE THIS INVOICE 60.00 cc: John Chwtbone, City of Saratoga INVOICE Due upon presentation per agreement PLEASE REMIT November 17, 1994 Invoice No. 8 -94 -02 (REV) Job No. 25001 60.00 1 0e.- C Binkley Associates CONSULTING ENGINEERS 1vw�A s „PC' July 11, 1994 TO: Jim and Judi Craik FROM: Bob Binkley COPY: Larry Perlin City of Saratoga RE: Bohlman Mutual Tract 7888 Water system extension to serve Hakone Gardens, Summer, 1993 Per our telephone conversation today, we have reviewed our files and can confirm the project status: 1) The extension has passed pressure and leakage tests. 2) We have no record of whether or not the system passed the bacteriological testing. "9P14.7 413) Four new meters were installed within the Hakone t Gardens area. Two of the meters are 1 -inch meters w 6 .11, h otr4 4 and two are 1 1/2 -inch meters. The fifth meter (the .4Q old meter) should have been disconnected from the fire hydrant, and removed. G CE c 4) We have not seen or approved any as -built drawings. /.L� 5) As far as we know, no easements for the water lines have been prepared to date. r` 1° You should contact the City of Saratoga to clear up the above do issues. By copy of this memo, I am requesting that the City furnish us, as your engineer, copies of the bacteriological testing, the as -built drawing, and the legal description of the water line easements. Rag- 4-144 201 S1 I4 &j Li... 7246 SHARON DRIVE SAN JOSE CALIFORNIA 95129 14081 2 579252 FAX 1408) 257-9102 MiLUIHE 0000m ©OMPAREN August 1, 1988 RE: Jobsite Meeting Tract 7888 July 29, 1988 Gentlemen: 16890 Skyline Blvd. Los Gatos, CA 95030 (408) 395 -6830 raw AN 3 1988 CITY OF SARATOGA CITY ENGINEER'S OFFICE The arborist for the City of Saratoga, Barry Coate, was present to inspect work done to date and make recommendations relating to tree care and trimming for future operations on the project. He commended Houge on the tree trimming done thus far on the project and instructed all present on proper techniques for care of the trees, particularly the oaks. Barry will cover these items in his report so this letter will focus on those items pertaining to field changes, except to point out that Barry stressed the importance of maintaining clearance around the drip line of the existing oaks. These areas should be cordoned off by means of fencing or hay bales and are to receive no traffic, parking of any equipment or stockpiling of mat— erials. It was recommended that the emergency access road be moved approx— imately 3' further away from the large oak depicted on the plan with the protruding branch. This action will not only help protect the limb from injury, but will provide better vertical clearance for large emergency equipment such as fire trucks, etc. At station 16 75, Barry recommended that the roadway be moved west for a distance of 5' to protect the existing oaks on the east side of the road. Neil requested a shop drawing for this item re- flecting the alternates for handling the up hill slope. Shop drawing is enclosed. At a previous inspection by Bob Shook and Neil Rauschhuber that some unatuhorized grading had been done at station 8 75 apparently by the owner of the property to facilitate installation of some swing sets. As the cut is located against the roadway and jeopardizes the uphill stability, the city is requiring this cut receive a retaining wall, height and length to be determined by Jennings, McDermott Heiss. Also required is removal of sliver fill on the other side of the roadway. Houge to provide cost estimate for earthwork to Skyline Construction and Skyline Construction to pro— vide change order to owner upon receipt of wall dimensions from Jennings, McDermott Heiss. Jennings, McDermott Heiss is also August 1, 1988 Tract 7888 Page Two instructed to provide more detailed and legible plans for bridge, with attention to support of fill areas required for road widening at bridge. Milt said Mel Hill, the Soils Engineer, visited the site earlier. Mel inspected the work done to date, including some key ways that had been constructed, that receive fill in the roadway. Milt re— quested that Mel be available for the necessary compaction tests as the job progresses. It was understood that Mels' presence was required for job expedition. It was agreed that the next jobsite meeting would be on Friday, August 5, 1988 at 3:30 p.m. Barry will review the rough grade and make further recommendations for tree protection. It is requested that a representative of Mel Hill, Jennings, McDermott Reiss, and Morrow Investments Limited also be present at the next meeting. Sincere W( rge N kyline Construction IGH j lb cc: Barry Coate, City Arborist Gilbert Ruiz, N. B. Houge Milt Peterson, N. B. Rouge Neil Rauschhuber, Public Works Inspector, City of Saratoga Bill Heiss, Jennings McDermott Heiss Mel Hill, Soils Engineer Brian Morrow, Morrow Investments Limited Bob Shook, Engineer, City of Saratoga Jobsite r _7,O 720 0 9- H 0 1 2- 1 r F M 2t0 �ro H H 0 0 0 W M M r 7 H "d P-d r H X Y y 0 Z y H H M M'L H M H M H o r y r c�cnr M o 70 C1 H t* s •n H H L M g M H H H -H ICTICE- stop work VIOLATION BY ORDER OF THE BUILDING OFFICIAL OF THE CITY of SARATOGA rl24 Try -GIMINEWS NAME INSPECTOR CONTACT THE BUILDING INSPECTION DIVISION WITHIN 72 HOURS. NO FURTHER WORK MAY BE DONE ON THIS STRUCTURE WITHOUT CLEARANCE FROM THE BUILDING OFFICIAL LOCATION OF PROPERTY Lr L efi ,i`^Q CITY OF SARATOGA BUILDING INSPECTION DIVISION 13777 FRUITVALE AVE. SARATOGA, CA 95070 (408) 867 -3438 DATE PERMIT (IF EXISTING) VIOLATION -T a lc ;T d I ".e=-71 ANY UNAUTHORIZED PERSON REMOVING THIS SIGN WILL BE PROSECUTED :t: NOTICE stop work VIOLATION is BY ORDER OF THE BUILDING OFFICIAL OF THE CITY of SARATOGA re irvoief> CONTACT THE BUTLt7ING INSPECTION DIVISION WITHIN 72 HOURS. NO FURTHER WORK MAY BE DONE ON THIS STRUCTURE WITHOUT CLEARANCE FROM THE BUILDING OFFICIAL OWNER'S NAME 'C DATE LOCATION OF PROPERTY PERMIT (IF EXISTING) VIOLATION T\-' I ti .1 !Nt 1' c7,7 X1)7" INSPECTOR I k .aLa /f CITY OF SARATOGA BUILDING INSPECTION DIVISION 13777 FRUITVALE AVE. SARATOGA, CA 95070 (408) 867 -3438 ANY UNAUTHORIZED PERSON REMOVING THIS SIGN WILL BE PROSECUTED NOTICE stop work VIOLATION BY ORDER OF THE BUILDING OFFICIAL OF THE CITY of SARATOGA ru 7c iorz«e CONTACT THE BGttDING INSPECTION DIVISION WITHIN 72 HOURS. NO FURTHER WORK MAY BE DONE ON THIS STRUCTURE WITHOUT CLEARANCE FROM THE BUILDING OFFICIAL OWNER'S NAME DATE T h Z BS LOCATION OF PROPERTY i-ltaint--( PERMIT (IF EXISTING) VIOLATION 1"-) V r o `/FN G•C.% "Y' I ITT' l-io N J rsC' TN I7 Pz7 /AJr INSPECTOR /L iAIde )4l-1 C CITY OF SARATOGA BUILDING INSPECTION DIVISION 13777 FRUITVALE AVE. SARATOGA, CA 95070 (408) 867 -3438 ANY UNAUTHORIZED PERSON REMOVING THIS SIGN WILL BE PROSECUTED William Co on and Associates TO: Bob Calkins, Assistant Planner CITY OF SARATOGA 13777 Fruitvale Avenue Saratoga, California 95070 SUBJECT: Preliminary Geologic and Geotechnical Review RE: Lands of McMullin; Lot #1, Morrow Subdivision Bohlman Road At your request, we have completed a preliminary geologic and geotechnical review of the subject application using: In addition, we have reviewed pertinent technical documents from our office files regarding the Morrow Subdivision (SD- 1619). DISCUSSION GEOTECHNICAL CONSULTANTS 330 Village Lane Los Gatos, Califc 95030 (408) 354-5542 RECEIVED PLANNING DEPT. July 22, 1988 S1178 Proposal for Soil and Foundation Investigation prepared by Upp Geotechnology, dated November 18, 1988; and Site and Grading Plan, with Grading Plan Sections and General Construction Plans (10 sheets, 30 20 10 and 4- scale) prepared by House of Haws, dated July 6, 1988. Our review of the referenced materials indicates that the applicant is proposing to construct a single family residence and detached garage in the central portion of an undeveloped lot. Access to the site is provided by Bohlman Road and a private driveway that enters the property near the northeast corner, forms the western property boundary, and exits the property at the southwest property corner. $ITS CONT)ITIONS The subject property is characterized by gentle to steep (5° to 20° inclination) north facing hillside topography. Drainage is characterized by uncontrolled sheetwash to the north. The site is underlain, at depth, by bedrock materials of the Santa Clara Formation (i.e., conglomerate, sandstone, siltstone and claystone). The bedrock materials are overlain by dormant landslide deposits. ENGINEERING GEOLOGY ENVIRONMENTAL EARTH SCIENCES FOUNDATION ENGINEERING Bob Calkins July 22,1988 Page 2 CONCLUSIONS AND RECOMMENDED ACTION The proposed development is constrained by the presence of dormant landslides that underlie the the subject property, potentially expansive earth materials and the site's seismic setting. Previous investigations for the Morrow Subdivision appear to satisfactorily address the potential constraints associated with the landslide features. To ensure stability of the dormant landslides, the project geotechnical consultant has concluded that the groundwater level must be maintained at least 40 feet below the ground surface. It is essential for the safety of the proposed development that the groundwater be maintained below the level recommended by the geotechnical consultant. The scope of work outlined in the referenced proposal appears satisfactory if design recommendations for the proposed driveway are included. However, additional details of the groundwater monitoring and well maintenance program should be clarified. A drawdown well has been proposed to depress the water table in the area of proposed development. Monitoring wells are to be established to track water levels so that the local water table can be maintained below specified levels. We recommend approval of the proposed development with the following conditions: 1. Detailed Centechnical Investigation The applicant's geotechnical consultant should complete a detailed site specific geotechnical investigation as outlined by the referenced proposal. Geotechnical design recommendations for the proposed driveway should also be included within the final report. The results of the geotechnical investigation shall be submitted to the City to be reviewed and approved by the City Geologist and Engineer prior to issuance of site development or building permits. 2. Groundwater Mitigation The applicant's geotechnical consultant should verify that the drawdown well and monitoring wells are installed and functioning. Details of the groundwater monitoring procedures and schedule, as well as a statement of parties responsible for monitoring and maintenance of the groundwater control systems should be submitted to the City Geologist. A plan showing the location of monitoring points and the dewatering well should be included in the submittal. The groundwater mitigation program should be fully functional prior to issuance of site development or building permits. 3 Geotechnical Plan Review The applicant's geotechnical consultant shall review and approve all geotechnical aspects of the development plans (Le., site preparation and grading, site drainage improvements, and design parameters for foundations, driveway and retaining walls) to ensure that the recommendations have been properly incorporated. William Cotton and Associates Bob Calkins July 22, 1988 Page 3 Verification of the groundwater mitigation program and results of the plan review should be submitted to the City to be reviewed and approved by the City Engineer prior to issuance of building permits. WRC:BH:mjs Respectfully submitted, WILLI4M COTTON AND ASSOCIATES, INC. William R. Cotton City Geologist ac 882 William Cotton and Associates Ten July 19, 1988 RE: Jobsite Meeting Tract 7888 Gentlemen: J000U \JVl1VLJPaIJU U JUL 221988 CITY OF SARATOGA CITY ENGINEER'S OFFICE The following is a recap of the preconstruction meeting we had on the jobsite today. Present were Neil Rauschhuber of the City of Saratoga, Bill Heiss of Jennings, McDermott Heiss, Steve Connelly of Upp Geotechnology, Bob Binkley of Binkley Associates, Brian Morrow of Morrow Investments Limited, Gilbert Ruiz and Dave Houge of N. B. Houge, Inc. and George Hall of Skyline Construction. The purpose of the meeting was to get all parties involved together on the site and review the factors pertaining to the project. It was expected that Jennings, MrDermott and Heiss would have the "daylight" boundaries marked at this time so that the City Arborist and Houge could verify tree removal, but Bill Heiss explanined that the extreme heat we've witnessed the last few days hindered progress. This walk through has been rescheduled for Friday morning, July 22, 1988, at 9:00 A.M. Those to be present shall be Niel Rauschhuber, Barry Cook, (Arborist), Gilbert Ruiz, Bill Heiss and George Hall. The location for the drawdown well and booster pump station was de- termined to be at the north side of the intersection of the proposed road and the emergency access road, at the base of the new retaining wall. The wall would serve to conceal the pump station. As the slope is substantial, it was decided a retaining wall would have to be built to support the downhill side of the pump pad. Binkley Assoc. will provide a preliminery plan of pump station, tank pad details and water line to Skyline Construction, Valerie at P.G. E., Jennings, McDermott Heiss and to Morrow Investments Limited. Morrow Invest- ments Limited will seek approval from the land owner, Bruce Williams, for this location and will procure proper easements. Steve Connelly mentioned that it may not be necessary to install the ground water drawdown well. Upp Geotechnology will provide a re- evaluation of this requirement within 2 days and will inform all involved. It was observed that some unauthorized fill was placed in areas of proposed road across 'Williams' property. Apparently this fill was excavated to facilitate the installation of a swingset, also on Williams' property. It is not known at this time what impact, if any, this will result in, due to the grading operation. 16890 Skyline Blvd. Los Gatos, CA 95030 (408) 395 -6830 July 19, 1988 Tract 7888 Page Two It is not clear as to the location nor the width of the easements for the water line coming from the new storage tank that will feed the four lots. Morrow instructed Bill Heiss to contact Carolyn Wilson at the Title Company to verify these easements. Binkley has provided a plan depicting the location of the feeder line. Jennings, McDermott Heiss to coordinate with Morrow Investments Limited on new easement locations and procurement of same. Upp Geotechnology is to send copies of the soils report to all parties. It was brought to our attention that work hours for construction in Saratoga is from 8:30 a.m. to 4:30 p.m. on weekdays and no machinery noise on weekends. It was requested that because of the time element involved that we be able to start at 8:00 a.m. and earler if possible to beat the rainy season. Rauschhuber is to confirm this. Morrow ok'd the request to start bringing in equipment on Friday, July 22, 1988. Rauschhuber indicated that our certificate of insurance needed to be on file before work could commence. I stated that it should already be on file and would follow up on it. Binkley is to check on San Jose Water Works fees relating to meter location and adjust his plans accordingly. It was determined that Hakone had insufficient water storage to pull water for construction purposes. A new source of water shall have to be determined. Binkley will contact Fish Game to determine its possible involvement in the creek crossing for the 21/2" galvanized water line feeding the new system. The date for commencement of clearing and grubbing is set. for Monday, July 25, 1988. It is hoped that all parties involved expedite their respective roles to enable a speedy and successful completion of this project. Your cooperation is greatly appreciated. all i cc: Niel Rauschhuber, City of Saratoga Gilbert Ruiz, N. B. Rouge, Inc. Bill Heiss, Jennings, McDermott Heiss Steve Connelly, Upp Geotechnology Bob Binkley, Binkley Associates Brian Morrow, Morrow Investments Limited ICH:jib LATE 5/4/88 1 JOB NO. 3737 I RE: Tract No. 7888 Saratoga, Calif. NO. raw MAY r Revised Retaining Wall Details for Private Arress Rnad Arnund Trpp Wood Bulkhead Steel Soldier Beam Wood Rulkhpadc for New Private 2 5/3/88 CITY ENGINEER'S OFFl TO 1' �1 es i s. Engineering Department City of Saratoga 13777 Fruitvale Saratoga, CA 95070 Attn Arjan Idnani WE ARE SENDING YOU: lig Attached under separate cover via the following items: J Prints Shop drawings Plans Specifications Samples .cm ARE TRANSMITTED AS CHECKED BELOW: For review and comment FOR BIDS DUE 19 PRINTS RETURNED AFTER LOAN TO US MARKS As requested by Skyline Construction wp arp pnrincing this rpvisod plant )PY TO Change order Copy of letter TX for approval 1 for your use r] As requested Clvi_ t. +6INEER AND SURVEYOR LETTL i OF TRANSMITTAL 1 La Cruz Ave. at El Camino Real Millbrae, CA 94030 [415] 692 -0927 1 J Approved as submitted Approved as noted Returned for corrections Resubmit copies for approval Submit copies for distribution Return corrected prints SIGNED: If enclosures are not as noted, kindly notify us at once. e tram l),taarInt CA t erellanl1411 Minnesota St., San Francisco, Ca. 94107 'rte: CPIES DATE NO. DESCRIPTION r Revised Retaining Wall Details for Private Arress Rnad Arnund Trpp Wood Bulkhead Steel Soldier Beam Wood Rulkhpadc for New Private 2 5/3/88 C -3737 1 3737 2 4/22/88 Road Existing Tree r TO 1' �1 es i s. Engineering Department City of Saratoga 13777 Fruitvale Saratoga, CA 95070 Attn Arjan Idnani WE ARE SENDING YOU: lig Attached under separate cover via the following items: J Prints Shop drawings Plans Specifications Samples .cm ARE TRANSMITTED AS CHECKED BELOW: For review and comment FOR BIDS DUE 19 PRINTS RETURNED AFTER LOAN TO US MARKS As requested by Skyline Construction wp arp pnrincing this rpvisod plant )PY TO Change order Copy of letter TX for approval 1 for your use r] As requested Clvi_ t. +6INEER AND SURVEYOR LETTL i OF TRANSMITTAL 1 La Cruz Ave. at El Camino Real Millbrae, CA 94030 [415] 692 -0927 1 J Approved as submitted Approved as noted Returned for corrections Resubmit copies for approval Submit copies for distribution Return corrected prints SIGNED: If enclosures are not as noted, kindly notify us at once. e tram l),taarInt CA t erellanl1411 Minnesota St., San Francisco, Ca. 94107 'rte: g. 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I A- v ri Po tic g e i y A_ ci-gX LA./kW:). !ILci CiviI Lgineer cI■ Sr ie... 1 La Cruz Avc ir nr 13 CF Lt/ Robert Shook City Engineer 13777 Fruitvale Ave. Saratoga, CA 95070 Dear Bob, Brian H. Morrow 180 Belwood Gateway Los Gatos, CA 95032 March 21, 1988 As you are aware, our project tract #7888 is planned to begin about May 1, 1988. The project includes the improvement plans covering the Hakone Gardens parking expansion as well as our main input road to the existing home and lots. Although the improvement to the Hakone Gardens site will require some equipment moving in and out along the Hakone Garden entrance road, our attempt is to aliviate as much incon- venience and travel along this entrance as possible by using our entrance road. In order to achieve this we will have to build our bridge and improve our road well enough to pass equipment to and from the site. During this period we also must provide Mr. Williams who lives in the home within our project, entrance and exit. Our plan, with City approval, would be to cut in the fire trail from Hakone Gardens to Mr. Williams home and allow Mr. Williams access to his home through the Hakone Gardens road. We would then proceed with our road and bridge improvement until a completion point could be obtained to allow the majority of equipment through our road to include Hakone Gardens. I understand Hakone Gardens has locked gates after hours in which Mr. Williams would need a key during this time. MAR 24 1980 GINEERING DE' I would hope the City would act favorably in this matter as I truly believe this plan would allow the fastest possible completion with the least inconvenience for all. I would appreciate your letting me know as soon as possible the City's decison. Wyl� J L`.LI Y LLr Marrow Subdivision Bahlman Read Mr Robert Shook City of Saratoga 13777 Fruitvale Avenue Saratoga, CA 95070 Dear Mr Shook: .a6•ai V GL) MAR 21 19 SARATOGA HEIGHTS MUTUAL WATER COMPANI NGINEERING DEPT, Box 344 Saratoga, California 95071 15 March 1988 The Board of Directors of SHMWC have reviewed the Morrow Subdivision Plans in detail and concur that we CAN supply water to the Subdivision et adequate pressure and flow to satisfy domestic and Fire District requirements_ The elevation (1130 feet) of our Kittredge tanks will provide an elevation increment of 330 feet (143 psi equivalent pressure) over the 800 feet elevation of the highest Subdivision homesite_ This elevation increment, the use of 6 -inch water mains from the Kittredge tants to and throughout the Subdivision, and the increased storage capacity of 145,000 gallons will provide a flow rate in excess of 1000 gal /min for 2.5 hours to the fire hydrants in the Subdivision_ e The Articles of Incorporation of the State of California which governs the activities of SHMWC do not alloy us to service the fire hydrant on Hakone Gardens property_ We can only provide service to domestic users and facilities within our specified service area. SHMWC is anticipating entering into a Contract with Mr Morrow to extend its rater service to the Morrow Subdivision which first requires your concurrence with the stated flow rate, storage capacity, installation Specifications and System Maps described in the three Attachments to this letter_ Concurrence: Robert Shook, City Engineer Ernie Kreule, Fire Chief cc: Chief Ernie Kraals, Saratoga Fire District Mr 8. Morrow, CE0 Si cerely yours b_ L. Stuart, President SARATOGA HEIGHTS MUTUAL WATER COMPANY Box 344 Saratoga. California 95071 SPECIFICATIONS; MORROW SUBDIVISION WATER MAIN PROJECT SHMWC hereby requires that the Morrow Subdivision Water Main Protect be constructed and installed according to these Specifications and as specified on the attached Maps. Pipe elbows used on this Project shall not exceed 45 degrees unless otherwise authorized In writing by SHMWC. Wherever PVC is specified, Blue Brute Class 200 shall be used. PIPELINES. 1. Norton Road Extension Use 6 -inch PVC pipe installed as follows: Connect to the Norton 6 -inch main approximately 8 feet south of the security fence, thence across Norton Road to its western shoulder, thence down the Norton Road shoulder to the junction box to be constructed on the northwest side of the intersection of Norton Road and Bohlman Road. Install pipe along Norton Road underground as specified below at SHMWC expense. 2. Fox Property Traverse to Morrow Subdivision Fire Hydrant From the Junction box, Install the 6 -Inch Ductile iron pipe above ground and continue the northwesterly traverse of the Fox property canyon to the easterly boundary of the Lands of Miller, thence westerly across Lot 3 to the first fire hydrant site located on Lot 2. The last 220 feet of the PVC pipe installation (from the approximate crossing of the 750 -foot elevation contour line to the first fire hydrant) shall be installed underground as specified below all at SHMWC expense. 3. Morrow Subdivision Main Morrow to furnish and install fire hydrants, meter boxes and 1 -inch pipe connections for each Lot, and from the first fire hydrant. install 6 -inch PVC pipe underground as specified below in a northerly direction along the Subdivision road to the site(s) of the additional fire hydrant(s). INSTALLATION. Install pipe in a 12 -Inch by 36 -inch deep trench, backfilled and covered as specified below. l s 12 Copper Wire (PVC) 3 inches Asphalt FIRE HYDRANTS. 6 -inch Pipe F 7 12 inches Base Rock 9 inches Site Soil 12 inches Sand Fill Each fire hydrant shall have a shut -off valve. a dry barrel and have outlet fittings approved by the Saratoga Fire District. IN WITNESS WHEREOF, the parties hereto agree to accept and abide by the contents of this Specification, this day of .1988. SHMWC: MIL Development: D. L. Stuart, President Brian H. Morrow, CEO Skyline Construction: ATTACHMENT B: SHMWC SPECIFICATIONS G. Hall, Contractor 6 11 I y I is iIW �L :I I �J11 iII I :Ii 9 1 11 !WA"- I I`'IF. I I I 01! II 1. t "111 II,' '.iII�I,,ddI1I�,il! .r .:..i4., /i d IIf// h Il .5 Il ii di/ 4. EI I iz i3 f' ii •f I® I f6.[i 8 0 0 O 0 .0 w N .0 c: N Y a C H O CI CO 0 Ct 3 5 0 C Z E H L 3 0 .0 a z c0 co H 3 ATTACHMENT C: MORROW SU'dIVISION WATER SYS MAP D 2 0 11 12 I&LER •101 SECTION MQ1 \LI N !PN•r C 37 a N 9lYT f•R'W C ICI Malt l wr I:fT•Nx.ti W ANDERSEN 1 4 [SS.N N ma or :mow i SMUT •INN flan- l.o.w Nat N 0 a F$'t N •nv >o•F I M•V• y�� 2 i00.M0 •Ir1411. d b t 6 f1 6 N•U•$4' 1 ••NrC NAISOSS LM.Ir PRANDI WILLIAMS N !!VS'1 N10 •3•0 !!I xi !Web t ate Q J ft W rr L.L. m N D ppp n I 1 0_ N 1 1 101 1 C I N f•TN'[ SNJ 5 M yf• Y ��i 41 LM.N' I Na NM'[ •••arSe LANGWILL ATTACHMENT D: SHMWC /MORROW Subdiv' 0_ e \..1 1 S Ito- K S 4.1 y LL�� xY .!•.dal t i 4 c l .0 v co t ip a E l 7 f .v' 1 I 0 s J i C .0 J 0 J Ib .OM• Ioa• p y /it 0 1 t ..t q 't i i c t' J ...V/, 0 r b 1.: NUCNEL N a) L 1J Cc, C CC W E 3 L a) N m z 3 Z C H L 3 2 4 C 11 0 (d E U 0 E S m m Map Cja Foothill Bank December 01, 1986 Beneficiary: City of Saratoga 13777 Fruitvale Ave. Saratoga, CA 95070 Account: Morrow Investment Ltd. 180 Belwood Gateway Los Gatos, CA 95030 City of Saratoga: We hereby establish our irrevocable letter of credit in your favor for the account of Morrow Investment Ltd. in the amount of $25,000. available by your drafts drawn at sight on us accompanied by your signed statement that the funds are drawn pursuant to the City of Saratoga contract with Morrow Investment Ltd. concerning off -site improvements of tract #7888. Drafts hereunder must be marked "draw under letter of credit #SB- 151 and must be drawn and presented to us no later than December 1, 1987. We hereby agree with you that all drafts drawn under and in compliance with the terms of this credit will be duly honored upon presentation. Sincerely, Foothill Bank rooks, President and CEO William R. Walters, Sr. Vice President 423 San Antonio Center, Drawer 7269, Mountain View, CA 94039 (415) 941 -9300 Amount: US$25,000. Twenty Five Thousand and No /100ths Expiration: December 1, 1987 COUNTY SANITATION DISTRICT NO. 4 OF SANTA CLARA COUNTY 100 Last Surnyoaks Avenue Campbell, California 95008 Telephone (408; 378 -2407 November 7, 1986 Arjan Idnani City of Saratoga 13777 Fruitvale Avenue Saratoga, CA 95070 RE Tract 7888, Bohlman Road Dear Arjan: Please regard this as a "qualified" clearance letter for the recordation of Tract 7888 on Bohlman Road. The plans have been reviewed and approved, fees have been paid, bonds posted, and the necessary easements acquired. The only thing not completed is the execution of the agreement for "continuing responsibility in the repair of sewer lines resulting from landslides Brian Morrow has submitted this agreement to CSD #4. It will be handled under routine business at the next Board Meeting November 12. Very truly yours, PRN:et Preston R. Nichols Assistant District Engineer cc: Bill Heiss Brian Morrow SERVING RESIDENTS OF CITY OF CAMPBELL TOWN OF LOS GATOS CITY OF MONTE SERENO CITY OF SAN JOSE CITY OF SARATOGA UNINCORPORATED AREA ItECEIVEU NOV 1 0 1986 NITy s;rvr npmr FOLD 4 GP 102AC City of Saratoga r'lanning Dept. TO 13777 Fruitvale Ave. DATE REPLY MESSAGE Saratoga, Ca. 95070 Attn: Ayon ESCROW 16803 CW Proposed Tract 7888 Bohlman Rd. Enclosed please find: MORROW 1NVhb1MEN1 LiU. a. Endorsed copy of Transfer of Sanitary Serage System To CSD 114 recorded 10/23/86 Series 1 8993738 b. Endorsed copy of Deed of Easement Williams to CSD 114 recorded 10/23/86 Series 8993739 Please call undersigned if you have any questions lje ar forwarding these to you at reques o :rtan 'o ro PLEASE REPLY TO SIGNED C'e�';�� SIGNED THIS COPY FOR PERSON ADDRESSED A' CALIFORNIA ki JLE COMPANY 2255 S Bascom Avenue Campbell, California 95008 P.O. Box 5067, San Jose, California 95150 (408) 559 -3424 rdinator DATE 11/3/86 Foothill Bank October 30, 1986 City of Saratoga 13777 Fruitvale Ave. Saratoga, CA 95070 Attn: Arjan Re: Morrow Investment, Tract 7888, Bohlman Road, Saratoga Set -aside Offsite Funds. Gentlemen: Mortgage Banking Department 300 Third Street, Suite 1, Los Altos, CA 94022 (415) 948 -9213 By: Foothill Bank has arranged financing for Morrow Investment for the construction of 4 improved lots in the tentative Tract 7888 and construction of subdivision and offsite improvements including the construction of drainage facilities, water system, bridge, surface street and retaining walls. Foothill Bank agrees Chit it will transfer into a special Construction Loan Account the sue of S O° for subdivision and offsite improvements. This set aside met is to be impounded at the Los Altos Office of Foothill Bank and will be designated: Construction Loan Account No. 012104421 in our system. The funds in said impound account are subject to withdrawal upon the approval of Morrow Investment, except as otherwise provided herein. Said funds are to be disbursed for payment of the subdivision and offsite improvements mentioned above and only after Foothill Bank has satisfied itself that the work to be paid for has actually been performed. Foothill Bank agrees that the funds in said impound are for the use and benefit of the City of Saratoga in connection with the above mentioned subdivision and offsite improvements and for no other purpose. In the event Morrow Investment fails to improvements as required by the City of said impound account shall be available to the City upon your written demand as Bank's construction account. complete and /orpay for subdivision or the offsite Saratoga, all funds remaining in the to the City of Saratoga and will be disbursed work progresses, but will remain in Foothill Foothill Bank W.R.Walters Sr. Vice President Dear Mr. Shook: cc: Mr.Brian H.Morrow MIL Development SARA TOGA FIRE DISTRICT Robert Shook, City Engineer City of Saratoga 13777 Fruitvale Avenue Saratoga, California This letter is written with reference to a letter dated 22 August 1986 from Binkley Associates regarding the proposed expansion of an existing water system and a letter from the same party, dated 17 October 1986, regarding a Fire Flow Computer,gnalysis of the water hydraulics for fire protection.. The proposed installations, as outlined in the letter, meets the requirements for domestic use and fire protection. This system, as designed, is so outstanging that it easily meets the requirements of the Subdivision Ordinance S14- 30.040(c). It should be considered as a plan to follow for ail f&tture developments in areas that are not part pf the San Jose Water Works network. Thus, all homes in these areas would have an adequate water supply to control fires since the supply of water will be direct from hydrant to fire source. Copies of the letters ated above are herewith enclosed. SS cei5ely, Ernest s� four% Ernest rule, Chief Saratoga Fire Department COUNTY OF SANTA CLARA 14380 SARATOGA AVENUE SARATOGA, CALIF. 95070 Telephone: (408) 867.9001 24 October 1986 Q 1 0 0 Area 240 Ac. Annual Rainfall =32" Runoff Factor 50% Basin Length =6900' Height 1580' Time of Concentration 21 minutes So'I'factor for 100 year storm 2.93 Therefore 240x0.5x2.93= 352 cfs 0 O N 72" x 44' 65' x 40' 58'x36' 15 9' -3' 12'-I0'x 8' -4' 11 7'-3' 1,000 800 9'- 6" x 6_5" 600 500 x 5 9 400 6' -I' x 4-7' 50'x31' 7' -0' x 5'- I" 43'x 27' 6' x 22' 29' x18' 25' x 16' 22' x 13' BUREAU OF PUBLIC ROADS JAN. 1963 100 z 3 200 80 60 50 40 30 20 (1) Headwall (2) Mitered to conform 8 to slope 131 Projecting 6 5 4 .8 4,000 2,000 10 I. 5,000 3,000 IB'xII'. .6 .5 ADDITIONAL SIZES NOT DIMENSIONED ARE LISTED IN FABRICATOR'S CATALOG HW SCALE EXAMPLE Size: 36" x 22" 0= 20 cfs HW HW 0 (leel) (1) 1.10 2.0 (2) 1.15 2.1 (3) 1.22 2.2 e 0 in teat To use scale (2) or (3) project horizontally to scale (I), then use straight incti ned line through 0 and 0 scales, or reverse os illustrated. ENTRANCE TYPE 2 -1.5 O c W co .8 0 w .7 z 2 1- w 0 cc 1- f a 0 0 2 .4 .35 CHART 6 .8 (2) 4 (3) 3 2 1.5 -1.5 1.0 .9 .8 .6 .5 .4 .35 4 3 2 1.0 -9 .35 HEADWATER DEPTH FOR C. M. PIPE -ARCH CULVERTS WITH INLET CONTROL JMH C,! it Eng eerrng City Engineer's Office City of Saratoga 14777 FrultvaleAvenue Saratoga, CA. 095070 Attention: Arian Idnani Dear Arian, JENNINGS McDERMOTT HEISS, INC. SUITE. 200 286-4555 92 5 REGENT STREET —SAN JOSE, CA. 95110 Land Planning October 17, 1986 Land Surveying rtECEIVED OCT 2 9 1986 �nr,�9nIrtnTV np'[1 no+nr,. SUBJECT: OUR JOB NUMBER 2711 We keep making little changes in the Plans for Tract #7888. We'll have to get this job approved soar so we quit revising it. We felt it would be adventegous to have an alternate to the poured concrete bridge for the Private Road Access. We ran some hydrologic calculations for the existing culvert on Highway 9 during the Tentative Map hearings. I used the same calculations to determine the size of the culvert for the road crossing. Based upon our computations the hundred year flow would be around 350 CFS. I'm enclosing a copy of our calculations along with a nomograph for a pipe arch. We've based the size of the pipe arch for no heed water since there is only about 18 to 24 inches from the top of the arch to the finish grade of the road. If you have any questions or you would like additional Data on the map please let me know. One for the City of Saratoga end what type information should read pe of a Notary Acknowledgement should be used WH:AC enclosure cc:Brian Morrow Very truly yours, William Hdiss Brian H. Morrow MIL Development 180 Bellwood Gateway Los Gatos, CA 95030 RE: Water system for Tract 7888, Saratoga Dear Brian: e t Project 15502 Binkiey Associates CONSULTING ENGINEERS HYDRAULICS WATER RESOURCES• WATER AND SEWAGE FACILITIES October 17, 1986 Enclosed herewith is the computer analysis of the available fire fio,; at the highest hydrant in subject development, and at the highest building site with a fire engine pumper connected to to the system. The pumper is capable of boosting the pressure by 2:50 p:i an_S we are assuming that two 3" hoses would be run up the driveway to the highest building site. he aaai sis indicates that the proposed water tank and eistribz.tioa system together with this fire fighting configure ill provida a Lire flow rate of 1,349 gallons per minute tank aa. 1..295 gallons per minute with the tE,Hc --`1- empty- The nozzle pressure in both cases is iThe pumper suction hose pressure does not BINKLEY ASSOCIATES 7. Et kley, F.E. President enclosure cc: Ernie Zraule, Saratoga Fire District/ ens rciarc t'hi.a analysis, please do no:_ 7246 SHARON DRIVE o SAN JOSE CALIFORNIA 95129 (408) 257-9252 A Fifteen Foot wide Easement for the installation and maintenance of a Water Line and Appurtenances tying within the City of Saratoga, county of Santa Clara, State of California, the centerline of said Easement being described as follows; Commencing at an Iron pipe on the one quarter section corner between Sections 11 and 12 Township 8, Range 2 West, Mount Diablo Base and Meridian, also being the Southwesterly corner of Quito Rancho; thence along the line between said Sections 11 and 12 South 0 0 20'East 40.00 feet to the True Pont of Beginning thence at right ang /es North 89 East 65001eet; thence at right angles North 0 20' West 9000 feet; thence North 14 22' West 61.78 feet more or less to a point on the Northerly Line ol'the Lands of Miller as described in Parcel One of Deeds as recorded in Boot 0262 at Page 319; d/stant thereon North 89 58'52 "East 67.57feet from the Northwest corner of the said Parcel One of the Lands of Hiller and the termination thereto. NIL *2711 Easement thru the Lands of Miller October 1986 !revised October /6, /946/ A Fifteen Foot wide Easement lying in the Lands of Fenolio for the installation and maintenance of a Water Line and Appurtenances lying within the County of Santa Clam State of California, the Centerline of said Easement being described as follows; Commencing at an Iron pipe on the one quarter section corner between Sections 11 and 12 Township 8, Range 1 West, Mount Diablo Base and Meridian, also being the Southwesterly corner of Quito Rancho; thence along the line between said Sections 11 and 12 South 0 20'East 10.00 feet to the True Point of Beginning; thence Westerly, along a line which is parallel with and 90 feet Southerly measured at right angies from said one quarter section line, South 89° 06' West 0.00 feet; thence leaving sald parallel li North 0° 10' West 1000 fret to a point on said one quarter section line and the terminus of the centerline being herein described JMH 1711 Basement thru the Lands of Penchi; October 1986 A!1 Mat certain Parcel of Land situated in the County of Santa Clara, Stale of California being a portion of the Easterly portion of the Southeast One- quarter of the Northeast One quarter of Section 11, Township 8 South, Range 2 West, Mount Diablo Base and Meridian bounded and described as follows, COMMENC1N6 at the East One- quarter Section corner of Section 11 aforesaid which corner also marls the Southwest artier of that certain 18.18 Acre Tract afLand Deeded by Henry Maclay and wife, to Catherine F. Doyle, et at which Deed is dated March 2 1889 and recorded in Bonk 217 of.Oeeds, page 168, Records of Santa Cara aunty; running thence along said One quarter Section line, extending East and West through Section 11, which line also constitutes the Northerly line of the property now or formerly of Hutchinson, North 89°2133" West 199.62 fret to the Easterly line of the Land now or formerly of the Hughes Minors Estate and the True Point at thence along aforementioned Easterly line, North 1 2133" West 20.01 feet; thence parallel with and distant 2000 feet measured at right angles from said aforementioned One- quarter Section line South 89 2933 ".East 11000 feet; thence North 0 3527"East 6000 fret, thence South 89 2135"East 1000 feet- thence South 0 West 2000 fret to said One- quarter Section hoe; thence along said One- quarter Section line North 89 West 229.30 feet to the Point o&Beginning. JMH 2711 Tared• Site within Hatone Gardens October 1986 RADIAL BRG (IN OUT) NW SW SW SE SW NW SW SE S.+ 27 44 6.0 DELTA 560.000 RADIUS 271.078 ARC 268.439 CHORD 138.249 TANGENT TANGENT BRG (AT PC PT) 36 54 39.0 DELTA 160.000 RADIUS 103.074 ARC 101.301 CHORD 53.397 TANGENT 5 0 27.5 42 29 30.0 42 50 38.0 21 14 13.0 13 32 55.0 87 15 0.0 2 45 0.0 61 51 0.0 31 46 17.0 c s s MAP CHIECK PLOT BEARING DISTANCE NORTHING EASTING PT. NO. 370 -.584 3- 3-.451 1 NW 6 8 23.0 93.500 3800.548 3727.451 2 NW 25 25 30.0 19.090 381 -89 3- 19.255 3 NE 89 58 52.0 391.020 381 -.918 4110.2 -5 4 SE 21 22 30.0 80.280 3- 43.160 4139.535 5 SE 0 22 17.0 34.140 3709.020 4139.756 6 NE 89 4- 43.0 134.840 3709.502 4274.595 7 NE 43 5951.0 335.000 3950.491 4507.295 8 SE 7- 41 32.0 160.000 3916.385 4663.618 9 NE 86 44 53.0 103.420 3922.252 4766.871 10 NE 50 7 30.0 160.000 4024.830 4889.662 11 NW 85 43 41.0 NE 66 32 13.0 NE 4 16 19.0 NW 23 27 47.0 RADIUS PT 4066.545 4331.218 12 PC TO PT Nil 9 35 44.0 268.439 4289.513 4844.916 13 NW 23 27 48.0 296.330 4561.341 4726.928 14 RADIAL BRG (IN OUT) NE 66 32 13.0 NW 76 33 8.0 TANGENT BRG (AT PC PT) NW 23 27 47.0 NE 13 26 52.0 RADIUS PT 4625.046 4873.699 15 PC TO PT 101.301 4662.256 4718.086 42.130 4631.190 4689.628 128.260 4537.149 4602.411 60.060 4481.16- 4624.166 3.920 4477.356 4623.248 200.650 4486.983 4422.829 113.980 4373.135 4417.360 42.510 4353.0 -9 4454.842 80.790 4284.395 4412.303 16 17 18 19 20 21 22 23 24 SE 21 14 13.0 60.060 4481.16- 1624.166 19 SW 13 32 5 "1 3.920 44 -.356 23.248 20 NW 8- 15 J 200.650 4486.983 X422.829 21 SW 2 45 0.0 113.930 4373.135 4417.360 22 SE 61 51 0.0 42.510 4353.079 4454.842 23 SW 31 46 17.0 80,790 4284.395 4412.303 24 NW 78 1 60.0 142.720 4313.987 4272.685 25 NW 87 20 13.0 320.990 4328.901 3952.042 26 NW 0 53 13.0 180.850 4509.729 3949.242 27 NW 87 15 0.0 227.440 4520.641 3- 22.064 28 NW 1 28 24.0 126.720 4647.320 3718.806 29 NE 54 10 8.0 85.050 4697.108 3787.760 30 NE 45 34 39.0 103.820 4769.776 3861.908 31 NE 29 49 34.0 44,830 4808.668 3884.205 32 NE 54 22 56.0 14.480 4817.100 3895.976 33 NW 1 28 24.0 166.230 4983.275 3891.702 34 NE 67 27 '3.0 237.490 5074.347 4111.036 35 NW 14 19 27.0 30.000 5103.414 4103.614 36 SW 89 25 0.0 198.000 5101.399 3905.624 37 SW 64 15 0.0 221.100 5005.343 3706.480 38 SW 57 42 46.0 98.620 4952.664 3623.108 39 RADIAL BRG (IN OUT) NW 30 37 40.0 SW 22 12 20.0 52 50 0.0 DELTA 170.000 RADIUS 156.760 ARC 151.265 CHORD 84.450 TANGENT TANGENT BRG (AT PC PT) SW 59 22 20.0 NW 67 47 40.0 RADIUS PT 5098.948 3536.500 PC TO PT E SW 85 47 20.0 151.265 4941.556 3472.252x: NW 67 47 40.0 158.740 5001.549 3325.28 u L J RADIAL BRG (IN OUT) UI SW 22 12 20.0 NW 57 13 28.0 L_J, v TANGENT BRG (AT PC PT) 79 25 48,0 DELTA 97.000 RADIUS 134.473 ARC 123.960 CHORD 80.574 TANGENT NW 67 47 40.0 SW 32 46 32.0 RADIUS PT 4911.743 3288.626 PC TO PT SW 72 29 26.0 123.960 4964.254 3207.068 SE 1 24 33.0 1251.920 3712.712 3237.856 SE 89 24 33.0 499.620 3707.560 3737.449 NE 4 8 11.0 0.024 3707.584 3737.451 7233.505 DIST TRAVERSED 304616 PRECISION AREA 1366422 SF 31.3687 ACRES 43 44 45 46 1 MAP CHECK PLOT BEARING DISTANCE NW 6 8 23.0 93.500 NW 25 25 30.0 71.830 NW 1 5 3.0 305.680 NE 88 54 57.0 60.000 NW 1 5 3.0 347.590 NW 87 15 0.0 22.200 NW 1 28 24.0 126.720 NE 54 10 8.0 85.050 NE 45 34 39.0 103.820 NE 29 49 34.0 44.830 NE 54 22 56.0 14.480 NW 1 28 24.0 166.230 NE 67 27 3.0 237.490 NW 14 19 27.0 30.000 SW 89 25 0.0 198.000 SW 64 15 0.0 221.100 SW 57 42 46.0 98.620 RADIAL BRG (IN OUT) NW 30 37 40.0 SW 22 12 20.0 52 50 0.0 DELTA 170.000 RADIUS 156.760 ARC 151.265 CHORD 84.450 TANGENT TANGENT BRG (AT PC PT) SW 59 22 20.0 NW 67 47 40.0 w RADIUS PT 5099.081 3536.503 PC TO PT SW 85 47 20.0 151.265 3472.254 NW 67 47 40.0 158.740 3325.287- 1.1 LJ T1 z» pl F I J J U J U RADIAL BRG (IN OUT) SW 22 12 20.0 NW 57 13 28.0 79 25 48.0 DELTA 97.000 RADIUS 134.473 ARC 123.960 CHORD 80.574 TANGENT TANGENT BRG (AT PC PT) NW 67 47 40.0 SW 32 46 32.0 RADIUS PT PC TO PT NORTHING 3707,584 3800.548 3865.421 4171.046 4172.181 4519.709 4520.774 4647.452 4697.240 4769.909 4808.800 481 7.233 4983.408 5074.480 5103.547 5101.531 5005.476 4952.796 4941.689 5001.682 SW 72 29 26.0 123.960 4964.387 SE 1 24 33.0 1251.920 3712.845 SE 89 24 33.0 499.620 3707.693 SW 0 19 12.3 0.109 3707.584 4412.645 DIST TRAVERSED 40 425 PRECISION AREA 702286 SF 16.1223 ACRES EASTING 3737.451. 3727.451 3696.612 3690.828 3750.818 3744.241 3722.066 3718.808 3787.762 3861.910 3884.207 3895.978 3891.704 4111.038 4103.616 3905.626 3706.482 3623.110 4911.876 3288.628 22 3207.071 3237.858 3737.452 3737.451 PT. NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 23 24 25 1 2'7// I IT' it I r r 1:1/ t C 1 ctz '2 4 4, 4 agrc ern 4.. a„) f I ti lei -fr) 4 L..//e_5 VA 4. pro v-z olc A-ttstavaaa* tin 142tika -Iowa( 12441^ 01 4 :4 clan StaVtio w a e1i-4.45 pro tott olt.. 4 Lei 1-n4A-A oaJ Rovto 14 .a.„4. Airea-n-4144- 1 -eit Win September 17, 1986 City of Saratoga Department of Community Development Engineering Division 13777 Fruitvale Ave Saratoga, CA 95070 RE: Tract No. 7888 Gentlemen: We have no objection to the P.S.E.'s as shown on the attached map. P.S.E.'s do not, however, constitute "an easement acceptable to the utility" as described in our Rule 16 I.C.2b. It may therefore be advantageous for developer to grant our Company a Right -of -Way for a portion of the telephone facilities to be placed on the property served. Any arrangements for such an easement will be made directly with the developer. Sincerely, D. Chavez Manager Engineering Attachment cc: Jennings McDermott Heiss Inc. 925 Regent St. Suite 200 San Jose, CA 95110 PACIFICOBELL A Pacific Telesis Company rtECEIVED SEP22 nn ^1nAl nnuru nn.r' 1<INS ENGINEERS INC. t 501 SOUTH BASCOM AVENUE T SAN JOSE, CALIFORNIA 9512B (409) 971 -7900 JOB HOIL(WW SHEET NO CALCULATED BY CHECKED BY OF DATE DATE 8116l6c, o tie/131E bjt GQ P.Q!rlow.IS__. 9.5 n. +r. 9,5 I- I1, -7. O, 061 1 Fr Sp.. -1 c r G.�F .5UP['.lrr3 w'orH 19 Fr I.wE LIFO 36 Qv W 41 VEH NE o-•JC 5UgrJ-ZE -50 rsF ca�cKErg 5TRENGrH 3ax? rsl fc AS V STEEL rsko -4-1 �It� Q0 FEI, -1 ForlcnHE!� 2C 48°57- Las)Cia) fc IQ ClrooXo 0)(o8B1)C (t) 11J roveic) +(Y S.P 1+ 14yHT o. 4o c. Ot ,J _.....r. Tpy rH1(4 5.1-44.5 T o w L.:. PL. X 2 6 rsr l i 4 )o I 0.5-_ fir MA*/ '.,HoME1 -?r w-1419 Clo5X Cr 5 Fr-u5S LivE Harr =i✓T 0.80 sL 0O1-ns) 0.6 2450 Fr Las off roH ,r r 0•5oC245 755 Fr -44.1 L hh01-E4-Jr 2 94 t 2450 755 J4S Fr -ens 21 oo, no0 .to 003 57,aW S-oo 95 r f ..4L0 5 16 7 C CG Ii-) SIpES ,aK.... TT F+C INS ENGIN INC. 501 SOUTH BASCOM AVENUE SAN JOSE, CALIFORNIA 9512B 408) 971-7800 FE0uIFE0 t\s (2o,0ooX o.84 :1 X4.5 K4) UsC x e <p ,24C, T p s RSE gIh-/F-rcErEu7 s 0.527 vie HoME t>('; a C t XIS° Per )](5n)1 10 Kr 415 PLF j Wd {o) =_(915 )LI4 9) =L /s) I d z PT L4j 1 1 h- ,A .(4). C 150 )(i4 s,»' Fr As $.0 lL v F ^rn,= 5-5- o, 11 Pr 1 w HEfL H»QUJTE N�-xI H.J f'1 LIB Lw-r Hal-tENr WILL THE ,35 ca' Ls relkC,j ([E -j& h'HEEL Is Lu i cz; rrh4,L. QF THE 1:75:144-1 U,‘) E0.9 L)Svru 19F[)(4 ;xC11 LHpACr .1amewc r 50 ti r./ lts 1 -1, Node' t-4 Bali- r-yeeEME4,Jr .sled it Jd J s. LisE 4 e 0 10, zoo fr. 4 7w JOB n pl'o4.1 SHEET NO OF OF CALCULATED BY T 1 I DATE I I l I e CHECKED BY DATE a527 6.1 (.30) 41.00) Fr us! E o:� N t.I FJ- ONflet C io psp1C'r 77.5zt7 rr -k41 Las .WHEEL 'HEs.J ar rHE- .511 rie- 4 KINS ENGINCERS INC. 5 O1 SOUTH BASCOM AVENUE SAN JOSE, CALIFORNIA 951 28 (408) 971-7800 JOB MoF1CnL.. SHEET NO CALCULATED BY CHECKED BY 10 OF TYy DATE 9(191t3(0 DATE 44!4TH of E1A-F c E 6 1/4101 FO 4 1 5p7 X Iz- t3 1 e! Z(0 10 Z CL4,J r 6 'u 64 gig Cs) 6' z18 L(1 t_ 8 to 109 1, PER 1 CON pa.1 ec ta�,l TI kJ 12X 90 w= 9•S A T f•L II•13 1NL, r° .510IJ t c11.e, t )f c Z ola r 7 K'-M.1.r S& .n fr..1 11 8 1 l t t c(0.J)(. /95) 38.1 I.Jz C II.8iJ a 19,99 L 12,2 3 ,J Z 14(1 is)(61.4) 1< 17.9 Anva. 11. I J t C (a 10 /pp 4_) r 2-0, 6 pu 1 11 91Jt X 11. 9 q /t) +l ,,..o) Yb 38.9 iUZ 574 1 .4 z I 310 t 11 129- 526 J /z7,9)l 143 119014 .4 rkz /142 V f_l_9,99 -5, t 91' KINS ENGI. _ERS INC, 501 SOUTH BASCO M AVENUE SAN JOSE, CALIFORNIA 95128 (408) 971-7E100 StrrelleZ �IJ, 1AI rr -u_u X. IL 31b l 1.94/L (37 rr -Lm x IL 27:9 I1gD 1799- St9 USF �11Z X 90_' OF S n2 CgtiwJ"<TO�3 h O. 2. 85 0.0c 0.0 rs i t 4L� V Z 2. (11.130-11X SG1 ZIZ Gwn F I F/ H 4 K) 1 Srua C 1) Z 41 1.5 1799 -1Z2 fir-1.4u le) es 5 JOB SHEET NO. CALCULATED BY CHECKED BY S!e 5 wrs klPi_.4`^ c r 4 1400 t 1 1 9 q. cw fr -1 4 0e 5 l Srr 4 Q.t.! 11'- a29..__. h l y off sr4+ 1 OF DATE OIIg_, I9b DATE 1010 S ENGINEERS INC. 5 01 SOUTH BASCOM AVENUE SAN JOSE, CALIFORNIA 951 28 (40E0971-7E00 JOB Hu7ra,) It OF CALCULATED BY TV? DATE yl I'IJMII DATE SHEET NO CHECKED BY t5 .tt1' A fit (An 1415 1503f Ig400v rtzY 5x lo _t H.J. 6Es6tILJ4 Lc0J y WE7 crier -1,A: £(u +Lk) le, oo (•nX /c) LIS3 8,003 i Ic L 410 7 5 r Ie uQ D'c ?.x %13 p5- 3(215XL J 27. wo 18 51;a 1/1 Bw_PJ1 4 27 I...0..1 6,0 11 I 1 1 1 s I I 1 SKINS ENGINEERS INC. 501 SOUTH BASCOM AVENUE SAN JOSE, CALIFORNIA 951 28 (4083971-7800 JOB SHEET NO CALCULATED BY CHECKED BY 11opeow IS OF 1 Y DATE &z6 I B� DATE F (60 X I I.sF I(' /z 639 7 I1 /S GHFcc Sou. 1 6suJZE W0 4-- 2( 4 40( 11 4) s.. [35 49po /�LlFr (857 )1C 14 Fr) 51 .Fr 5170 USE F.. THE PESE ..41 '...9E514 k-J Q I?... De E7 u1 A w Ty tNe. Iror 2 Fr.. ELE-elosee42 TN" Lail H/GL 15, /al Fr -14 Io0D rAr- X I S)1..4154r4F� $870 n (v .I.(bt. tF. KcoLy,llh DL sF 4( litrys) oaxeixios)] z4 Fr J INS ENGINEERS INC. 501 SOUTH BASCOM AVENUE 44K AN JOSE, CALIFORNIA 951 28 (408) 971-7800 JOB SHEET NO CALCULATED BY OF DATE CHECKED BY DATE F /51IR(n SI!EH VE.5140- a r T ixa Fir I,AS MHA„ (cw )C o __1V,ap er -_gas. Ay 10.003 1,44< 9.714 Mrs_ (•D 6rr) 11‘ Z 'UV Fr r~s(ma i 1. icap 0 171J L99(6.41) VSE f15 w A l s o.G, We 41-, _c1 6.7! SKINS ENGINEERS INC. 5 01 SOUTH BASCOM AVENUE SAN JOSE, CALIFORNIA 951 28 (4061 971-7800 JOB SHEET NO CALCULATED BY M o IZ(Caw OF y IS T DATE CHECKED BY DATE /y 8ISIlit. WAL{_ PES 1 F 'G EEC i'9 e' 18 rop t ti.rnr' r 3 u -rUrv) r 1' Ic 4 e 12 C11 CIO Horn IF el .Z 4... a, c. lc 4 e 12 H0[It r ff q Hum. ..G... IZ 0 •f!•.........r 1 Community Development Department City of Saratoga 13777 Fruitvale Avenue Saratoga, CA 95070 Attention: Steve Harper, Building Official Re: Plan Check Bridge (Structural Only) Dear Mr. Harper: CM /jlo 6542896.47 ARCHITECTS PLANNERS ENGINEERS Address: Hakone Gardens Occupancy Group(s): N/A Type(s) of Construction: N/A November 3, 1986 654- 2896.47 The documents reviewed by Design and Engineering Systems, Inc. for the above referenced project included the following: 1. Plans: One sheet dated September 9, 1986 and prepared by Hoskins Engineers Inc. 2. Structural Calculations: Dated August 18, 1986 prepared by Hoskins Engineers Inc. These documents were reviewed only for their conformance to the structural provisions of the 1982 edition of the Uniform Building Code. We find these documents satisfactory subject to the following conditions. (See attached list.) Sincerely, DESIGN ENGINEERING SYSTEMS, INC. &cc /,u-- Cindy HcColl Civil Engineer 399 BRADFORD STREET REDWOOD CITY, CALIFORNIA 94063 (415) 364-6453 Hakone Gardens Saratoga, California Structural Comments 1. Special inspection shall be reinforcing steel placement 2. Design calculations for the be submitted for review. -2- November 3, 1986 654- 2896.47 required for all concrete, and excavation per Section 306(a). access road wood retaining wall shall JMH Ciz it Engineer; City Engineer's Office City of Saratoga 13777 Fruitvale Avenue Saratoga, CA. 95070 Attention: Arjan Idnani Dear Arjan, SUBJECT: OUR JOB NUMBER 2711 JENNINGS MCDERMOTT HEISS, INC. SUITE 200 2H6 -4555 9)'5 REGENT STREET SAN JOSE, CA. 95110 g Land Planning Land Surveying August 14, 1986 pr :ECL:i de- Our office has completed the design work for SDR -1619 located off Bohlman Road. The project has been designated Tract #7888. There are five (5) lots in the project including lot 5 which is Hakone Gardens. Actually Hakone Gardens is being enlarged by the addition of a parking lot which came from the Morrow property. Mr. Morrow will be retaining Lots 1 thru 4. We are enclosing two (2) copies each of the Improvement Plans and Tract Map for your review and comment. Also enclosed are Computer Calculations for the Map and an Engineer's Estimate for the Bond and Fee determination. Earlier this week we sent you a Lot Line Adjustment for the Morrow /Fox Boundary change. Along with that submittal we provided you with a Title Report for the Morrow property. With trust that you can utilize that same Title Report for review of this Tract Map. If not please let me know. Mr. Morrow will be delivering to you the required Plan Check and Engineering deposit for review of the Improvement Plans. The Soils Report for this project are lengthy and should already be in the City file for SDR -1619. A R -Value Report dated July 8, 1986 from Upp Geotechnology is enclosed to complete your file. Mr. Morrow will provide you copies of the project C.C. and R.'s. These will include procedures for monitoring the Ground Water Control Well as required by the City Geologist. The existing Access Road to the property is being modified where possible. We walked the project with Bob Shook a few weeks ago and he agreed upon those areas which would be widened with the rest of the road to remain at it's present width, but resurfaced. The design for the Retaining Walls within the project and for the new bridge crossing of the Creek going through the property will be prepared by Hoskens Engineers. This will be forwarded to you in the near future and will become sheet number 5 of these plans as noted. olVit 3( Arjan Idnani August 14, 1986 The Water System is being designed by Binkely and Associates. I'm enclosing a copy of their Preliminary Water Proposal for review by the City. This is something you may want to review with Bob for approval. After the City's review Binkely will proceed with the necessary Engineering Drawings for the Water System outlined in his Letter Report. We would appreciate comment regarding water design as soon as possible in order that Binkely and Associates can initiate their design. The Parking Lot layout of Hakone Gardens has been reviewed by the Parks and Recreation Department and the Hakone Gardens Foundation. Dan Trinidad advised me that the design was acceptable. If there is any other information that we can provide you inorder to aid in your review please let me know. Thanks very much for your anticipated help and cooperation. WH:ac Enclosure cc: Mr. Brian Morrow Very truly yours, William eiss JENNINGS McDERMOTT HEISS, INC. CIVIL ENGINEERING LAND PLANNING JMH Gentlemen: Engineering August 14, 1986 Pacific Bell Right -of -Way Department 1333 Lawrence Expressway Suite 300 Santa Clara, CA 95051 Re: Our Job 112711 Enclosed is a copy of the Final Map for Tract 117888 located in the City of Saratoga. We would appreciate it if you could issue your standard clear- ance letter to the City of Saratoga relative to easements for this project. Thank you very much for your assistance. Very truly yours, ss WH /jf Enclosure cc: Brian Morrow PG &E City of Saratoga JENNINGS McDERMOt T HEISS, INC. SUITE 200 286455; 925 REGENT STREET —SAN JOSE. CA. 95110 Land Planning Land Surveying JENNINGS S U I TE IcDERMOTT 55 HEISS, INC. 200 '_86 --45 92 REGENT STREET SAN JOSE. CA. 95110 Gentlemen: C 11 Engineering August 14, 1986 Saratoga Cable T.V. 20445 Prospect Road Suite A San Jose, CA 95129 Re: Our Job 112711 Land Planning Land Surveying Enclosed is a copy of the record map for Tract 117888 located in the City of Saratoga. Improvement plans will be forwarded to PG &E for development of the joint trench systems to service the various utilities and cable T.V. This information is being forwarded to aid in your advanced planning. Very truly yours, 1��am"�fleiss WH /jf Enclosure cc: Brian Morrow City of Saratoga JAI August 14, 1986 Pacific Gas Electric Company 10900 N. Blaney Avenue Cupertino, CA 95014 Re: Our Job #2711 Gentlemen: Civil Engine Enclosed are two (2) copies of the Final Map for Tract #7888 located in the City of Saratoga. We have provided public service easements along the frontage of the streets. We would appreciate it if your standard clearance letter could be issued to the City of Saratoga for adequacy of easements. Thank you very much for your help. Very truly yours, WH /jf Enclosures cc: Brian Morrow City of Saratoga ][1[ J ENN INGS McDERMO 1 i HEISS, INC. SUITE 200 286 -4555 925 REGENT STREET SAN JOSE, CA. 95110 Land Planning Land Surve g J ViH Litil Engineer Sanitation District #4 100 E Sunnyoaks Campbell, CA. 95008 Attention: Bob Mohle Dear Bob, SUBJECT: OUR JOB NUMBER 2711 WH:ac Enclosure cc: Mr. Brian Morrow ENN1NGS McDERMOTT HEISS, INC. SUITE 200 256 -45; REGENT STREET —SAN JOSE, CA. 9 Land Planning Land Survey: August 14, 1986 g Our Office has completed the Improvement Plans for Tract 7888 located in the City of Saratoga. We are forwarding two (2) copies of the proposed Tract Map and Improvement Plans for your review and comment. Also enclosed is a copy of the Easement Document which has been given to Mr. Morrow. We understand he has been in contact with the adjacent Williams Family to obtain the necessary Easement to extend the existing sewer from the Lands of Prandi to the existing Public Utility Easement shown on the enclosed Tract Map. We have extended the sewer through the project to the adjacent Miller property in the event that they mught request service. Based upon our Contour Maps it would appear that the Miller house could in fact connect to the proposed sewer within Tract 7888. Please advise us of any changes or revisions that you might require on the drawings. We would also appreciate it if you could determine your required Fees, Bonds etcetera and forward the necessary Bond forms etcetera to Brian Morrow at: Morrow Investments LTD. 180 Belwood Gateway Los Gatos, CA. 95030 Thanks very much for your anticipated help. Very truly yours, William Heiss P2CLI /AIMAIZY e'S 11 /AATET. JOB Hg. 2711 TIZACT I-4 y. 7888 DATIe: August 1986 BOND ESTIMATE (NOT FOR CONSTRUCTION) COHSTIZUCTIOt -I GOvEQFIED BYtPECIFICATIOHS 1 2 ii. SHEET 1 OF 2 OF CITY OF SARATOGA 'NO. /Tt=/n SURFACE N. OP 411.4/7S UNIT P2 /CL 111OUN7 1 Street grading incl. clearing 48,000 Sq. Ft. Sq. Ft. .20 .10 9,600.00 1,840.00 2 Scarify and recompact exist. Road Bec18,400 3 3" A.C. on 9" Aqq. Base 18,000 Sq. Ft. 1.50 27,000.00 4 3" A.C. on 8" Aqq. Base 19,200 Sq. Ft. 1.40 26,880.00 5 3" A.C. on 4" Aqq. Base 21,000 Sq. Ft. 1.25 26,250.00 6 23/4" A.C. on 6" Aqq. Base 6,200 Sq. Ft. 1.15 7,130.00 7 A.C. Berm 1,270 Ln. Ft. 5.00 6,350.00 8 A.C. Swale 1,200 Ln. Ft. 3.00 3,600.00 9 Modify IIakone Gardens Parking Island: including grading Light relocation Lump Sum 1,000.00 10 Stripping Hakone Gardens including re- striping existing spaces Lump 370 Sum Ln. Ft. 10.00 1,000.00 3,700.00 11 6' Redwood Fence (Hakone) 12 8' Gate w /Medeco Lock Lump Sum 400.00 13 Street Signs 3 Each 200.00 600.00 14 Retaining Walls 870 Ln. Ft. 50.00 43,500.00 15 Bridge Lump Sum 30,000.00 Surface Sub Total $188,850.00 RESUME Surface $188,850.00 Drainage (see sheet 2) 53,505.00 Sewer (see sheet 2) 35,550.00 Water (see sheet 2) $144,550.00 Grand Total $422,455.00 Recap for City Bond Fee calculation Surface $188,850.00 Drainage 53,505.00 Total 242,355.00 Round to $250,000.00 Engineering and inspection Fee 21,400.00 Deposit 25% 5,350 00 Final Map Checking Fee 450.00 Total Deposit .'a 5,800.00 JIENMIHGS -7/W. DC2/AOTT I- IGG, IMG. 925 REGENT ST. SAN JOSE, CALIFORNIA PHONE 286 -4555 JENMIH /A5De2/ OTT- 14E l es, IMG. 925 REGENT ST. SAN JOSE, CALIFORNIA PHONE 286 P2BLI /AIMAl2Y 0GTI //SATE. JOE5 NI. 2711 TIZACT N 7888 DiCrite.: August 1986 BOND ESTIMATE (NOT FOR CONSTRUCTION) CONSTRUCTION Cat vWRHED SYSPECIFICA 1OH5 SHEET 2 OF 2 C4= HO. N8. row UN /7 UNIT P2 /CL MOW-1r /TE" DRAINAGE 1 Manholes 4 Each 1,200.00 4,800.00 2 Curb Inlets 4 Each 750.00 3,000.00 3 Field Inlets 5 Each 600.00 3,000.00 4 Energy Dissipator w/ Rip Rap 1 Each 4,000.00 4,000.00 5 18" C.M.P. 220 Ln. Ft. 30.00 6,600.00 6 15" R.C.P. 655 26.00 17,030.00 7 12" R.C.P. 325 Ln. Ft. 21.00 6,825.00 8 Subdrain w/ cleanouts 300 Ln. Ft. 15.00 4,500.00 9 P.C.C. Protective Swale 250 Ln. Ft. 15.00 3,750.00 Drainage Subtotal 53,505.00 SEWER 1 Manhole 4 Each 1,200.00 4,800.00 27,125.00 3,225.00 2 6" Sewer main 1.085 215 Lump Tin. Ft. In Ft. Sum 25.00 15.00 400.00 _3_ 4 4" Building Sewer Pump and Rarkfill exist. Septic Tank 400.00 $•35,550.00 Sewer Subtotal WATER SYSTEM _J._ 2 6" P V (on site) 1,135 400 Ln. Ft. Ln. Ft. 30.00 30.00 34,050.00 12,000.00 6" P V C. (off site) _.j.. 4 8" Tank Drain (on site) 400 Ln. Ft. 15.00 6,000.00 8" Tank Drain (off site) 400 Ln. Ft. 15.00 6,000.00 5 2" P.V.C. Service 170 Ln. Ft. 10.00 1,700.00 6 Service Meter 4 Each 200.00 800.00 7 6" Gate Valve 6 Each 750.00 4,500.00 8 Fire Hydrant 3 Each 1,500.00 4,500.00 9 60,000 gal. Tank incl. grading and appurtenances 2 Each 30,000.00 60,000.00 10 Ground Water Draw Down Well incl. controls and appurtenances 1 Each 15,000.00 15,000.00 Water Subtotal $144,550.00 (4/11* J I�/� H JENNINGS S UITE McDERMOTT 2S6 -45 HEISS, INC. 200 925 REGENT STREET —SAN JOSE, CA. 95110 Cn it Enginee City Engineer's Office City of Saratoga 13777 Fruitvale Avenue Saratoga, CA. 95070 Attention: Arjan Idnani Dear Arjan, SUBJECT: OUR JOB NUMBER 2749 WH:ac Enclosure cc: Dr. Greg Fox Mr. Brian Morrow Land Planning Land Surveying August 12, 1986 Some weeks ago the City Planning Commission approved a Lot Line Adjustment between the Fox /Morrow property. Enclosed are two (2) copies of the proposed Parcel Map accomplishing the adjustment along with Title Reports for both properties. In addition I am enclosing the Computer Closures. Dr. Fox will be delivering the required $300.00 Plan Check Fee within the next few days in order that you can proceed with the review. Please let me know if there is any other information that you might require on the drawings. Thanks very much for your help. Very truly yours, Wi liam "Reiss H ®SKINS ENGL AEEFIS INC. 501 SOUTH BASCOM AVENUE SAN JOSE, CALIFORNIA 9512B (408) 971-7800 SHEET NO. 1 OF 15 CALCULATED BY Tr( DATE s/ 84, CHECKED BY DATE A C C E S S (Z* Fr T1%1 rJ I A C'> l r E T 4.1. 788& Sp.{rhry 4A a. 66 1; F IZ t-. I k. rR Mo¢Rot..) IHUUESIFIEw Lr17 AF-Jo C,T/ of 5 6 rE T F"? 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Ti?Y B x o it H.J. 6Eti)ti:i 4 LEO C.,r1-1 wF crier zk) I8,oa7 (.115X18 2110 5 8u-D fs 27, o/c (k)E 74 1 s 75 (2 c le Q 1(1 X V) %?5 2 7 wo 1 3(//5 75i 0.51 w --a OE HOSKINS ENG. .EERS INC. 501 SOUTH BASCOM AVENUE SAN JOSE, CALIFORNIA 951 28 (408) 971 JOB IUD (ZeUL. SHEET NO IS OF n CALCULATED BY TYY DATE r3fzB 1no CHECKED BY DATE f _3170 Lass Ha (397 IIt5.Fr)(I /S iS,Za?Fr -u5,5 6RA 2UE 4-bui NFNT N'40 -4 Gouc(FE I r Wf LL Peck 5 fESSU(zE DL oF: 6R. iota 4(19FTX>v )+U4Xc4xios)l {2( c 4t)C' d= %LX 6 f (5, 517rcF) 24 FT C 3S,A70 Lns 1?1Fr J 8 pj,F 957(1/4)1( Is FT) 510 asr 1 NE OF.S k GE51c0.J Q F r um 5 po. L1 J r4 (0 Fr ,LJ tl hl.'CH �Nrl r- P Z Fr,. .S.Fcrlo- -J gar"‘ rJ N.. AccaU.s- frms- 514CN/y7u Coo .Liss F HOSKINS ENG. ,EERS INC. 501 SOUTH BASCOM AVENUE SAN JOSE, CALIFORNIA 9512e [406] 971-7B00 JOB SHEET NO CALCULATED BY CHECKED BY OF /I TY/ DATE V3 13 1181," DATE S is EH, 2ES I4 J USE coiJq?Era f Sam ps f� AL 9? �MA, C(2V X: IUR 101OC2 Fr_ OS AL; C rte) Io.a7J o 60 F.-.12. 1.4 9. 7� a FT FppF fr-SE HMS. (c" y 6 21( F 1.61 5( €a'. Z ISO 19) U j i` fl .99(A. 2a,cL± 0.e. 0.71 HOSKINS ENG, BEERS INC. 501 SOUTH BASCOM AVENUE SAN JOSE, CALIFORNIA 95128 (406) 971-7B00 JOB SHEET NO H oft Foi.J CALCULATED BY CHECKED BY T Y7 OF 5 p DATE O 15 +Y10 DATE 6 al PE$IG.V- S e IS rap t 3 Ar e •t, 4 e I1 io) r q NOER1z TF 4. 12' o.r, HUgiz PEgr. �p,J yiJF _.k 9_be¢IZ c IL" o T.4 41 5_. c 4 O.C. fric yzeo 40/ 74 MAP CHECK PLOT BEARING DISTANCE RADIAL BRG (IN OUT) NW 85 43 41.0 SE 75 44 34.0 9 59 7.0 DELTA 560.000 RADIUS 97.595 ARC 97.471 CHORD 48.921 TANGENT ?F7i2G •-lip TANGENT BRG (AT PC PT) 14 15 26.0 4066.538 SW 4 16 19.0 SW RADIUS PT PC TO PT SW 9 15 52.5 97.471 SW 14 15 26.0 29.840 RADIAL BRG (IN OUT) NW 75 44 34.0 SE 35 40 22.0 40 4 12.0 DELTA 340.000 RADIUS 237.780 ARC 232.964 CHORD 123.985 TANGENT TANGENT BRG (AT SW 14 15 26.0 RADIUS PT PC TO PT SW 34 17 32.0 SW 54 19 38.0 SW 66 24 42.0 SE 30 5 44.0 RADIAL BRG (IN SW 59 54 16.0 15 0 10.0 560.000 146 .6 35 146.216 73.739 232.964 126.520 37.270 222,730 OUT) NE 74 54 26.0 DELTA RADIUS ARC CHORD TANGENT TANGENT BRG (AT PC PT) SE 30 5 44.0 SE 15 5 34.0 NORTHING 4024.823 3928.623 3899.702 3707.233 3633.453 3618.539 3425.835 EASTING 4889.657 4331.213 w H 4873.965P 4866.616E 0 w. F.. w z i 0 1- J 0 J, cti PC PT) SW 54 19 38.0 3983.436 4537.088 4735.361 4632.581 4598.425 4710.112 Z747 E P f) PT. NO. 1 N ksA 5 6 8 9 RADIUS PT 3145.026 4225.605 10 PC TO PT SE 22 35 39.0 146.216 SE 15 5 34.0 170.100 RADIAL BRG (IN NE 74 54 26.0 34 2 15.0 320.000 190.101 187.318 97.948 TANGENT BRG (AT PC PT) SE 15 5 34.0 RADIUS PT PC TO PT SE 32 6 41.5 SE 49 7 49.0 RADIAL BRG (IN SW 40 52 11.0 55 21 44.0 160.000 154.600 148.656 83.935 SE 49 7 49.0 RADIUS PT PC TO PT OUT) SW 40 52 11.0 DELTA RADIUS ARC CHORD TANGENT SE 187.318 73.370 OUT) SE 83 46 3 5.0 DELTA RADIUS ARC CHORD TANGENT TANGENT BRG (AT PC PT) SW 6 13 55.0 3290.841 3126.608 49 7 49.0 3209.931 2967.947 2919.938 4766.288 4810.579 5119.541 4910.152 4965.634 2798.946 4860.939 SE 21 26 57.0 148.656 2781.577 5019.994 SW 13 35.0 45,-390 2736.455 5015.071 Nw 89 59 34.0 972.910 2736,578 4042.161 SE 0 19 4.0 25.000 2711.578 4042.300 _NW 89 59 34.0 200.000 2711.603- 3842.300 NW 0 19 4.0 75.000 2786.602 3841.884 NW 89 59 34.0 100.000 2786.615 3741.884 NW 0 19 4.0 233,050 3019.661. 3740.591 NE 5522 17.0 56.340 3051.677 3786.951 NE 25 40 0.0 99.000 3140.908 3829.831 NE 12 54 60.0 90.420 3229.040 3850.043 NE 35 39 60.0 97.020 3307.862 3906.612 NE 34 39 60.0 120.120 3406.657 3974.937 NE 67 10 0.0 70.620 3434.062 4040.023 NE 64 55 0.0 144.540 3495.337 4170.931 NE 54 25 0.0 69.300 3535.662 4227.291 NE 59 40 0.0 66.000 3568.994 4284.256 NE 63 40 0.0 33.660 3583.92 -5 4314.423 NE 55 5 0.0 62.700 3619.814 4365.836 NE 64 45 0.0 135.960 3677.810 4488.806 NE 48 45 0.0 3767.455 459"'026 SW 48 45 0.0 15.960 3677.810 441 Q06 Np 48 45 0.0 49.340 3710.342 452_ 01 10 89 47 43.0 251 320 3709.444 4274.583 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 r -E; 43 59 51.0 335.000 3950.433 4507.283 41 SE 77 41 32.0 1 60.000 3916.327 46F 06 42 NE 86 44 53.0 13.420 3922.194 474 d59 43 NE 50 7 30.0 i60.000 4024.772 488 ...650 44 NE 7 24 25.0 0.011-1 4024.823 4889 .657 1 5500.486 DIST TRAVERSED 107369_ PR EC ISION AREA 930818 SF 21.3686 ACRES rt MAP CHECK PLOT 14 ZL'C' r a BEARING DISTANCE SE 21 14 13.0 60,060 SW 13 32 55.0 3.920 NW 87 15 0.0 200.650 SW 2 45 0.0 113.980 SE 61 51 0.0 42.510 SW 31 46 17.0 80.790 NW 78 1 60.0 142.720 NW 87 20 13.0 NW 0 53 13.0 180.850 NW 87 15 0.0 227.440 NW 89 40 33.0 37.860 SE 1 5 3.0 655.670 SE 25 25 30.0 52.740 NE 89 35 27,0 16.110 NE 89 58 52.0 374.910 SE 21 22 30.0 80.280 SE 0 22 17.0 34.140 NE 89 47 43.0 134.840 NE 43 59 51.0 335.000 SE 77 41 32.0 160.000 NZ 86 44 53.0 103.420 OR 50 7 30.0 160.000 RADIAL BRG (IN OUT) NW 85 43 41.0 NE 66 32 27 44 6.0 DELTA 560.000 RADIUS 271.078 ARC 268.439 CHORD 138.249 TANGENT TANGENT BRG (AT PC PT) NE 4 16 19.0 RADIUS PT PC tO PT NW 9 35 44.0 .439 NW 23 27 48.0 296.330 RADIAL BRG (IN OUT) NE 66 32 12.0 NW 76 33 36 54 40.0 DELTA 160.000 RADIUS 103.075 ARC 101. 53.397 TANGENT TANGENT BRG (AT PC PT) NW 23 27 48.0 NE 13 26 RADIUS PT PC TO PT 13.0 23 27 47.0 NORTHING 4537.150 4481.169 4477.358 4486.985 4373.136 4353.080 4284.396 4313.988 4328.902 4509.731 4520.643 4520.857 3865.304 3817.672 3817.787 3817.911 3743.153 3709.014 3709.495 3950.484 3916.378 3922.245 4024.823 4066.538 8.0 52.0 4625.040 NW 5 0 28.0 101.302 4662.250 SW 42 29 30.0 42.130 4631.184 SW 42 50 38.0 128.240 4537.143 NE 16 36 14.0 0.008 4537.150 5639.526 DIST TRAVERSED 732 45-9 PRECISION AREA 685085 SF 15.7274 ACRES to y 5 ?lira 4-! ra 4cr ,c-a EASTING 4602.407 4624.162 4623.244 4422.825 44 4454.838 4412.300 4272.681 3952.038 3949.238 3722.060 3584.2$1 3696.607 3719.250 3735.359 4110.269 4139.529 4139.1 4274.5 4507.2 4663.6 4766.84 4889.6 53 4331.21 4289.506 4844. 4561.334 4726.923 4873.693 4718.080 4689.622 460 -2-:4-0 5 4602.407 a 1 4 lac trL 9 fX cc it/at d 274 y X 888 S #6 E7 2 30 31 32 33 34 35 36 1 MAP CHECK PLOT RADIAL BRG (IN OUT) AREA 37 0 0.0 DELTA 111.000 RADIUS 71.681 ARC 70.442 CHORD 37.140 TANGENT 44 40 60.0 DELTA 99.030 RADIUS 77.231 ARC 75.288 CHORD 40.699 TANGENT BEARING DISTANCE NORTHING EASTING PT. NO. 4509.731 3949.238 1 SE 0 53 13.0 180.850 4328.903 3952.037 2 SE 87 20 13.0 54.160 4326.386 4006.139 3 SE 87 20 13.0 0.450 4326.365 4006.588 4 SW 20 58 1.0 11.520 4315.608 4002.466 5 NW 89 19 60.0 0.000 4315.608 4002.466 6 NW 89 19 60.0 SE 52 19 60.0 TANGENT BRG (AT PC PT) SW 0 40 0.0 SW 37 40 0.0 RADIUS PT 4316.900 3891. PC TO PT SW 19 9 60.0 70.442 4249.071 3979. RADIAL BRG (IN OUT) SE 52 19 60.0 SW 82 58 60.0 SW 15 19 30.0 75.288 4176.460 3959.441 SE 6 2 50.0 101.720 4075.306 3970.157 NW 56 0 34.0 88.550 4124.810 3896.737 SW 88 54 57.0 205.000 4120.932 3691.774 NW 1 5 3.0 50.000 4170.923 3690.828 NE 88 54 57.0 60.000 4172.058 3750.817 NW 1 5 3.0 347.590 4519.586 3744.241 SE 87 15 0.0 205.240 4509.739 3949.244 SW 38 40 42.6 0.010 4509.731 3949 DIST TRAVERSED .47128 PRECISION 89053 SF 2.0444 ACRES 0 w m in .d-r 0 n f y I 0 00 'C 7 1 D v 3 'U w -1 r 0 7 a CD W C 5 n i r n CD Ilk i l., cro O 0 ar 3 n n TANGENT BRG (AT PC PT) SW 37 40 0.0 SE 7 1 0.0 RADIUS PT 4188.557 4057.729 9 PC TO PT 10 11 12 13 14 15 16 17 1 -t 77 �u /88 -Or r T! A. c rf Be MAP CHECK PLOT BEARING DISTANCE NW 1 5 3.0 110.230 NE 89 58 52.0 374.910 SE 21 22 30,0 80.280 SE 0 22 17.0 34.140 NE 89 47 43.0 134.840 NE 43 59 51.0 335.000 SE 77 41 32.0 160.000 NE 86 44 53.0 103.420 NE 50 7 30.0 160.000 RADIAL BRG (IN OUT) NW 85 43 41.0 NE 66 32 13.0 27 44 6.0 DELTA 560.000 RADIUS 271.078 ARC 268.439 CHORD 138.249 TANGENT TANGENT BRG (AT PC PT) NE 4 16 19.0 NW 23 27 4 RADIUS PT PC TO PT NW 9 35 44.0 268.439 NW 23 27 48.0 296.330 RADIAL BRG (IN OUT) NE 66 32 13.0 NW 76 33 8.0 36 54 39.0 DELTA 160.000 RADIUS 103.074 ARC 101.301 CHORD 53.397 TANGENT TANGENT BRG (AT PC PT) NW 23 27 47,0 NE 13 26 52.0 RADIUS PT PC TO PT eL. NORTHING EASTING PT. NO. 3707.584 3737.451 1 3817.794 3735.365 2 3817.918 4110.275 3 3743.160 4139.535 4 3709.021 4139.756 5 3709.502 4274.595 6 3950.491 4507.295 3916.385 4663.618 8 3922.252 4766.872 9 4024.830 4889.663 10 4066,545 4289.513 4561.341 4331.219 11 4844.916 4726.929 12 13 4625.047 4873.699 14 NW 5 0 27.5 101.301 4662.256 4718.086 15 •SW 42 29 30.0 42.130 4631.190 4689.628 16 SW 42 50 38.0 128,260 4537.149 4602.411 17 SE 21 14 13.0 60.060 4481.168 4624.166 18 SW 13 32 55.0 3.920 4477.357 4623.248 19 NW 87 15 0.0 200.650 4486.983 4422.829 20 a �2 A4 _a-a. L,1.3...4,&Q A1- 11C AA17 1Gn 11 -17 61 1 1.0 37 ;510 4353.1'9 4454.342 30_ 395 4417 4na !JW 78 1 60.0 142.720 4313.987 4272.685 AN 87 20 13.0 320.990 4328.901 NW 0 53 13.0 180.850 4509.729 NW 87 15 0.0 227.440 4520.642 NW 128 24.0 126.720 4647.320 NE 54 10 8.0 85.050 4697.108 NE 45 34 39.0 103.820 4769.776 NE 29 49 34.0 44.830 4808.668 NE 54 22 56.0 14.480 4817.101 NW 1 28 24.0 166.230 4983.276 NE 67 27 3.0 237.490 5074.347 NW 14 19 27.0 30.000 5103.415 SW 89 25 0.0 198.000 5101.399 SW 64 15 0.0 221.100 5005.343 SW 57 42 46.0 98.620 4952.664 RADIAL BRG (IN OUT) NW 30 3' 40.0 SW 22 12 20.0 52 50 0.0 DELTA 170.000 RADIUS 156.760 ARC 151.265 CHORD 84.450 TANGENT TANGENT BRG (AT PC PT) SW 59 22 20.0 NW 67 47 40.0 RADIUS PT PC 20 PT SW 85 47 20.0 151.265 NW 67 47 40.0 158.740 RADIAL BRG (IN OUT) SW 22 12 20,0 NW 57 13 28.0 79 25 48.0 DELTA 97.000 RADIUS 134.473 ARC 123.960 CHORD 80.574 TANGENT 4941.556 5001.549 TANGENT BRG (AT PC PT) NW 67 47 40.0 SW 32 46 32,0 RADIUS PT 4911,743 PC 20 PT 3952.042 3949.242 3722.064 371 378 -.760 3861.908 3884.205 3895.976 3891.702 4111.036 4103.614 3905.624 3706.480 3623.109 5098.948 3536.501 3472.252 3325.285 SW 72 29 26.0 123.960 4964.254 3207.06 SE 1 24 33.0 1251.920 3712.712 3237.85E SE 89 24 33.0 499.620 3707.560 3737.459) NE 3 17 24.1 0.024 3707.584 3737.45L 7215.035 DIST TRAVERSED 306355 PRECISION AREA 1367015 SF 31.3824 .ACRES 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 0 a U E N o E Le U r cup o x c c w E U E U o o E LL A F V T W 2 U V o 1 Tj 7 77 w 3288.620 43 44 45 1 MAP CHECK PLOT BEARING DISTANCE NORTHING EASTING PT, NO. 3655.304 3696.607 1 MW 1 5 3.0 255.670 4120.928 3691.769 NE 88 54 57.0 205.000 4124.807 3896.733 SE 56 0 34.0 191.240 4017.893 4055.296 SE 0 1 8.0 200.000 3817.893 4055.361 SW 89 58 52.0 320.000 3817.788 3735.361 SW 89 35 27.0 16.110 3817.673 3719.252 NW 25 25 30.0 52.740 3865.305 3696.6 09 SW 72 22 44.3 0.002 3865.304 3696.607 1240.760 DIST TRAVERSED a S, 579732 PRECISION E AREA 101341 SF 2.3265 ACRES S E a c E c MAP CHECK PLOT G97 2 it-Mc r ?ea8' ol z O N r r BEARING DISTANCE NORTHING EASTING 4017.893 4055.296 NE 45 0 0.0 210.000 4166.385 4203.788 SE 78 20 17.0 700.330 4024.823 4889.662 SW 50 7 30.0 160.000 3922.245 4766.871 SW 86 44 53.0 103.420 3916.378 4663.617 NW 77 41 32.0 160.000 3950.484 4507.294 SW 43 59 51.0 335.000 3709.495 4274.594 SW 89 47 43.0 134.840 3709.013 4139.755 NW 0 22 17.0 34.140 3743.152 4139.534 NW 21 22 30.0 80.280 3817.910 4110.274 SW 89 58 52.0 54.910 3817.892 4055.364 NW 0 1 8.0 200.000 4017.892 4055.298 NW 72 36 19.8 0.002 4017.893 4455.296 2172.920 DIST TRAVERSED 904813 PRECISION AREA 196494 SF 4.5109 ACRES 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 8 1 PT, NO 1 MAP CHECK PLOT BEARING DISTANCE NE 45 0 0.0 210.000 SE 78 20 17.0 700.330 RADIAL BRG (IN OUT) NW 85 43 41.0 NE 66 32 13.0 27 44 6.0 DELTA 560.000 RADIUS 271.078 ARC 268.439 CHORD 138.249 TANGENT TANGENT BRG (AT PC PT) NE 4 16 19.0 NW 23 27 47.0 RADIUS PT PC TO PT NW 9 35 44.0 NW 23 27 48.0 RADIAL BRG (IN NE 66 32 13.0 36 54 39.0 160.000 103.074 101.301 53.397 268.439 296.330 OUT) NW 76 33 8.0 DELTA RADIUS ARC CHORD TANGENT NW 5 0 27.5 101.301 SW 42 29 30.0 42.130 SW 42 50 38.0 128.260 SE 21 14 13.0 60.060 SW 13 32 55.0 3.920 NW 87 15 0.0 200.650 SW 2 45 0.0 113.980 SE 61 51 0.0 42.510 SW 31 46 17.0 80.790 NW 78 1 60.0 142.720 NW 87 20 13.0 266.380 SW 20 58 1.0 11.520 RADIAL BRG (IN IT) tor 4 NW 89 16 60.0 SE 52 19 60.0 NORTHING 4017.893 4166.385 4024.823 4066,538 4289.506 4561.334 TANGENT BRG (AT PC PT) NW 23 27 47.0 NE 13 26 52.0 RADIUS PT 4625.039 PC TO PT EASTING 4055.296 4203.788 4889.662 4726. N V A K c w O Ca y v c 1- m a w vat W 1 ai U V) CV 0 z 0 C m a, c r cc 4873.698 4662.248 4718.085 4631.183 4689.627 4537.141 4602.410 4481.160 4624.165 4477.349 4623.247 4486.976 4422.828 4373.127 4417.359 4353.072 4454.841 4284.388 4412.303 4313.980 4272.684 4326.356 4006.592 4315.599 4002.470 PT. NO. 1 2 3 0 r o ur U E 4331.218 3 v w c c N -c Q u E 4844. O 5 F g 7 8 9 10 11 12 13 14 15 16 17 18 19 56 60 0 DELTA 111.00 117w 71.584 A, 70.350 CHORD 37.086 TANGENT TANGENT BRG (AT PC PT) SW 0 43 0.0 3W 37 40 0.0 RADIUS PT PC TO PT SW 19 11 30.0 70.350 4249.159 RADIAL BRG (IN OUT) SE 52 19 60.0 SW 82 58 60.0 AREA 44 40 60.0 DELTA 99.030 RADIUS 77.231 ARC 75.288 CHORD 40.699 TANGENT TANGENT BRG (AT PC PT) SW 37 40 0.0 SE RADIUS PT PC TO PT *CORRECTIONS TO DATA 1 0 .0 FROM PT 19: RADIAL BRG (IN OUT) NW- 89- 19 60.0 SE 52 19 60.0 37 0 0.0 DELTA 111.000 RADIUS 71.681 ARC 70.442 CHORD 37.140 TANGENT TANGENT BRG (AT PC PT) SW 0 40 0.0 SW 37 40 0.0 PC TO PT SW 19 9 60.0 70.442 NW- 54 6 42.7 9-:$$9 3019.460 323054 277246 SF 4316.987 4188.645 3891.478 3979.344 4057.734 SW 15 19 30.0 75.288 4176.548 3959.445 3E 6 2 50.0 101.720 4075.394 3970.161 SE 56 0 34.0 102.690 4017.984 4055.305 SW 5 27 51.9 0.092 4017.893 4055.296 3019.368 DIST TRAVERSED 32892 PRECISION AREA 277241 SF 6.3646 ACRES -8- -BRG DIST DIST TRAVERSED PRECISION 6.3647 ACRES Q 4 20 21 22 23 24 25 1 /74t_Or dE Ott eus G�TY a S++Lr 7 Lor .S T24G7",00 7,049 S MAP CHECK PLOT BEARING DISTANCE NW 1 5 3.0 SW 89 35 27.0 NW 25 25 30.0 NW 1 3.0 NE 88 54 57.0 NW 1 5 3.0 NW 87 15 0.0 NW 1 2R 24.4 NE 54 10 8.0 NE 45 34 39.0 NE 39 49 34.0 NE 54 22 56.0 NW 1 28 24.0 NE 67 27 3.0 NW 14 19 27.0 SW 89 25 0.0 SW 0.0 SW =1 SWC 57 42 4 RADIAL BRG (IN OUT) PA& 110.230 16.110 52.740 305.680 6.0.0410 347.590 22.200 126.720 85.050 103.820 44. 830 14.480 166.230 237.490 30.000 198.000 221.100 NW 30 37 40.0 SW 22 12 20.0 52 50 0.0 DELTA 170.000 RADIUS 156 .760 *RC 151.265 CHORD 84.450 TANGENT TANGENT BRG (AT PC PT) SW 59 22 20.0 NW 67 47 40.0 RADIUS PT PC TO PT SW 85 47 20.0 151.265 NW 67 47 40.0 I58.740 RADIAL BRG (IN OUT) SW 22 12 20.0 NW 57 13 28.0 79 25 48.0 DELTA 97.000 RADIUS 134.473 ARC 123.960 CHORD 80.574 TANGENT TANGENT BRG (AT PC PT) NW 67 47 40.0 .W 32 46 32.0 NORTHING 3707.584 3817.794 3817.679 3865.311 4170.937 4172.072 4519.600 4520.665 4647.343 4697.131 4769.799 4808.691 4817.124 4983.299 5074.370 5103.438 5101.422 5005.366 4953.755 4952.687 5098.971 4941.579 5001.572 EASTING 3737.451 3735.365 3719.256 3696.613 3690.829 3750.818 3744.242 3722.067 3718.809 3787.763 3861.911 38 84.208 3895.979 3891.705 4111. 039 4103.617 3905.627 3706.483 3624.802 3623.111 aA cJ Ad G S I 21 20 W Zb qv' 3536.503 3472.255 3325.288 27// 7/:5/1G PT. NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 V u:uL, P. 4iI 00 3233.u29 24 PC TO PT SW 72 29 26.0 123.960 4964.277 3207.072 SE 1 24 33.0 1251.920 3712.736 3237.859 SE 89 24 33.0 499.620 3707.584 3737.452 NW 73 34 19.5 0.001 3707.584 3737.451 4426.395 DIST TRAVERSED 3074450 PRECISION AREA 702880 SF 16.1359 ACRES E ti C E N W ,O c c E E w u; c G J O +J !S v 25 26 27 1 Mr. Brian Morrow 180 Belwood Gateway Los Gatos, CA 95030 Dear Mr. Morrow, UPP GEOTECHNOLOGY Engineering Geology Geotechnical Engineering SUBJECT: SOIL INVESTIGATION FOR PAVEMENT DESIGN LANDS OF MORROW BOHLMAN ROAD SARATOGA, CALIFORNIA INTRODUCTION July 8, 1986 Project No. 163.1L7 Serial No. 1639 As requested by Mr. Bill Heiss, we have performed a soil investi- gation for pavement design for the addition to the parking lot for Hakone Gardens, and for the new private driveway for the proposed subdivision. The proposed improvements are shown on the Tentative Map for Morrow and Hakone Gardens by Jennings McDermott Heiss, Inc., dated February, 1986. The plans show that the existing park- ing lot for Hakone Gardens will be widened into the Lands of Morrow by about 60 feet. In addition, a new private road and cul -de -sac will be built for access to the proposed 4 lot subdivision. The purpose of our investigation was to determine the "R" value of the proposed road grades and to provide recommendations for the pavement structural section. As the basis of our investigation, we visited the site to observe the locations of the proposed improve- ments and to obtain soil samples for laboratory determinations of the "R" values. This report has been prepared in accordance with generally accepted geotechnical engineering principles and prac- tices for the exclusive use of Jennings McDermott Heiss, Inc., for the design and construction of the proposed parking lot and road improvements. No other warranty, either expressed or implied, is made. In the event of changes in the location or nature of the proposed improvements, or after two years from the date of this re- 1000 A Thornton Way P.O. Box 28545 San Jose, CA 95159 (408) 275 -1336 Lands of Morrow July 8, 1986 Page 2 (of 3 pages) port, the findings and recommendations of this report shall not be considered valid unless the site conditions and the proposed changes are reviewed by this firm and the findings and conclusions of this report verified or modified in writing. The existing parking lot for Hakone Gardens is surfaced with as— phalt. The new parking lot section will require excavating a cut up to 5 feet high, and will probably require a retaining wall. The recommendation of soil parameters for design of the wall is not within our scope of services. A soil sample was obtained for "R" value determination from the cut next to the existing parking lot. This sample has an "R" value of 18. A Traffic Index of 5 was used for calculation of pavement design. The new private road will extend up the central portion of the sub— division and cuts and fills up to 2 to 3 feet are anticipated. A soil sample was obtained from the proposed roadway at a depth of about 1 foot for "R" value determination. This sample has an "R" value of 13. Again, a Traffic Index of 5 was used. Based on our evaluation, we recommend that the new pavement section for the parking lot consist of 3 inches of asphalt cement over 8 inches of Class 2 aggregate base (Cal Trans specifications). The pavement section for the private road should consist of 3 inches of asphalt cement over 9 inches of Class 2 aggregate base. Proper geotechnical engineering procedures should be employed in the design and construction of the roadway. Engineering analysis for recommendations of these procedures was not included in this investigation. DISCUSSION RECOMMENDATIONS UPP GEOTECNNOLOGY Lands of Morrow July 8, 1986 Page 3 (of 3 pages) It has been our pleasure to provide this investigation for you. If you have any questions, please call. Yours very truly, UPP GEOTECHNOLOGY R. Re ford Upp Registered Civil Engineer 37340 Certified Engineering Geologist 1083 RRU:jlw Copies: Addressee: (2) Jennings McDermott Heiss, Inc (2) UPP GEOTECNNOLOGY AFN: 517- 13 -15, 527 -7 -2E, 503- 48 -32, 503 -48 -30 31 LOOT SHE (Per Applicant) SLOPE Al BUILDING SITE: yi`ti N o ne (Hoa 3r6 f 833 *Revised: 5/9/86 *Revised: 4/18/86 Date: 4/2/86 Commission Meeting: 4/9/86 APPLICATION NO. LOCATION: 5O- 16I9, Bohlman Rd. Big Basin Way APPLICANT: dill Heiss OWNER: Morrow investment Ltd. City of Saratoga (Hakone Gardens) ACTION REQUESTED: Tentative Building Site Approval for a five (5) lot subdivision. OTHER APPROVALS RECEIVED /REQUIRED Final Building Site Approval, Design Review Approval and Building Permits. ENVIRONMENTAL ASSESSMENT: H Negative Declaration has been prepared for this project. ZONING: HC -RD L GENERAL PLAN DESIGNATION: Single Family R- I- 40,000 Hillside Conservation Open Space Outdoor Recreation EXISTING LAND USE: Vacant hillside, Hakone Park. SURROUNDING LAND USES: Novitiate; Single Family Residential TOTAL PARCEL SIZE: 29.75 acres net Lot 1 2.0 acres Lot 2 2.5 acres Lot 3 5.3 acres Lot 4 4.4 acres (Lot S Hakone Park) NATURAL FEATURES VEGETATION: Rolling to steep hillside; oak trees. Lot 1 117 Lot 2 less than 10% Lot 3 approximately 15% Lot 4 167 (Lot 5 Hakone Park) Report to Planning Commission 4/2/86 SD -1519, Morrow, Bohlman Rd. Page 2 AVERAGE. SITE SLOPE: Lot 1 19% Lot 2 24% Lot 3 39"/, Lot 4 36% (Lot 5 Hakone Park) Total 38% PROPOSED SETBACKS FOR MAIN RESIDENCE AND GARAGE: Lot 1: Front: 108 ft. Rear: 27 ft. Left side: 9S ft. Right side: 8O 101 ft. Lot Front: 55 ft. Rear: B0 ft. Left side: 178 ft. Right side: 70 ft. Lot 3: Front: 107 ft. Rear: (to be determined at design review) Left side: Right side: Lot 4: Front: 54 ft. Rear: 88 ft. Left side: 47 ft. Right side: 130 ft. ORDINANCE COMPLIANCE: The project does not meet all the requirements and standards of the zoning ordinance in that in that setbacks for Lot 41 and impervious coverage requirements are not met by the site development plan. PROJECT DESCRIPTION: The applicant 15 proposing to subdivide a 29.75 acre parcel into 5 lots. Four of the lots are proposed for residential development; the fifth lot will remain as Hakone Park under the City's lurisdication but be improved with a 60 space parking lot. Access: Access for the site is proposed via a minimum access road widened to 14' -18' (the developer is requesting exceptions for road width less than 20' and for access of a subdivision by a minimum access road). An additional exception will be needed to allow more than four (4) lots accessing from a minimum access road. The roadway is shown to be only 14' wide in order to save trees and minimize grading along the existing access road. However, the road will still remove 3 ordinance -size oaks and one maple. Staff is recommending that Exhibit "D", which shows the road widening as proposed by the developer, not be approved. Instead, we recommend that the exception for road width be granted subject to the approval of the City Engineer since there are additional portions of the road which can be widened. Emergency access is shown through Hakone and Lot 1 since the roadway exceeds 500' in length and there are more than 25 tots on a dead -end street system (Bohlman Road). The access road will be located within 5' of the garage on Lands of William. Since these lands are not part of the application and an easement exists, a variance for the garage 15 not required. /cui_nn The site will be split zoned on the Hakone Park site. Since the City is in control of this area, the City Attorney does not feel that the usual problems associated with split lot zoning will arise. Therefore, the amendment to the zoning map can occur with our next map changes rather 0025 Report to Planning Commission 4/3/86 SD -1E19, Morrow, Eohlman Rd. Page 3 than concurrently with this map approval. Geology: The site has been through numerous reviews by the City Geologist (reports attached). At this point staff has received verbal approval from the City Geologist and eApects to receive written approval by Wednesday night, April 9, 1988. Water: In order to provide the water required for fire protection (1000 gallons per minute for 2 hours) and domestic water, the developer is proposing to place 2 tanks on Hakone Park land. The Fire Chief has agreed to the system, but is suggesting an alternative which may improve the entire area's water system. San Jose Water Company notes that it "will not consider an application for service to supply or "back up" a proposed mutual water company." No water system is being approved with this map. Rather, in order to receive Final Map Approval, the developer will need to provide the required water for domestic and fire use. Setbacks Zoning Ordinance Requirements: The garage on Lot 1 does not meet the required rearyard setback. of 35'. Additionally the impervious coverage on the lot exceeds the allowable 15,000 square feet. Lot 1 is conditioned to meet zoning ordinance requirements at the time of design review or receive a grant of a variance. Drainage: A neighbor has submitted a letter opposing the Negative Declara- tion on the Subdivision (attached). The Director of Maintenance and City Engineer do not feel that this subdivision will have a significant impact on the drainage into the creek. The tennis court on Lot 2 is proposed within a drainage Swale. Views: Residences on Lots 2 and 3 will be visible from the area served by Canyon View and Springer Roads but not the Village. Staff has not recommended any conditions restricting the development of the lots since design review is required, but the Commission may wish to do so. A condition has been recommended in the staff report that scenic easements be placed on Lots 3 and 4 to prohibit development on the steep slopes. PROJECT STMTUS: Said project complies with all objectives of the General Plan, and all requirements of the Zoning and Subdivision Ordinances of the City of Saratoga. The housing needs of the region have been considered and have been balanced against the public service needs of its residents and available fiscal and environmental resources. E *.ceptions for 1.) accessing a subdivisim by a minimum access road, 2.) allowing a minimum access roadway to be reduced to 14' as approved by the City Engineer, and 3.) creating more than 4 lots on a ;minimum access road may be grated in that: a) There are special circumstances or conditions affecting the property which include, but are not limited to, steep slopes and ordinance -size trees adjacent to existing driveway, and a proposed 0026 Report to Planning Commission 4/23/86 SD -1619, Morrow, Bohlman Rd. Page 4 emergency access road; and b) The granting of the exception will not be materially detrimental to the public health, safety or welfare or injurious to other property or uses In the vicinity of the applicant's land. h Negative Declaration was prepared and will be filed with the County of Santa Clara Recorder's Office relative to the environmental impact of this project, if approved under this application. Said determination date: March 21, 1986 The staff report recommends approval of the tentative map for SDR -1619 (Exhibit 8 -1 filed 3/26/86) subject to the following conditions: I. GENERAL CONDITIONS Applicant shall comply with Standard Engineering Details dated April, 1977. 1I. SPECIFIC CONDITIONS ENGINEERING DIVISION h. Pay storm drainage fee in effect at the time of obtaining Final Hpproval. 6. Submit "Tract Map" to City for checking and recordation (Pay required checking 6 recordation fees). C. Submit "Irrevocable Offer of Dedication" to provide easements, as required. D. Construct storm drainage system as shown on the "Master Drainage Plan" and as directed by the City Engineer, as needed to convey storm runoff to street, storm sewer or watercourse, including the following: 1. Storm sewer trunks with necessary manholes. Storm sewer laterals with necessary manholes. 3. Storm drain inlets, outlets, channels, etc. E. Construct access road 16 ft. wide plus 1 ft. shoulders or per City Engineer using 2 -1 /2" asphalt concrete on 6" aggregate base from Bohlman Rd. for its entire length. Slope of access road shall not ek;ceed 15t without adhering to the following: 1. Access roads having slopes between 15% and 17% shall be surfaced using 4" of P.C. Concrete rough surfaced using 4" aggregate base. Slopes In excess of 15% shall not exceed 50 ft. in length. Access roads having slope in excess of 17- 1/2% are not permitted. 0027 Report to Planning Commission 4/2/86 SD -1819, Morrow, Bohlman Rd. Page 5 Note: a) The minimum inside curve radius shall be 42 ft. b) The minimum vertical clearance above road surface shall be IS ft. c) Bridges and other roadway structures shall be de- signed to sustain 35,000 lbs. dynamic loading. d) Storm runoff shall be controlled through the use of culverts and roadside ditches. F Construct emergency acc:esh read 18 ft. wide plus 1 ft. shoulders between minimum access road and Lot 5 (Hakone Gardens) using double seal coat oil and screenings or better on 6" aggregate base. Slope of emergency access road shall not exceed 12 -1/2% without adhering to the following: 1. hccess roads having slopes between 12 -1/27 and 1S% shall be surfaced using -1 asphalt concrete on 6" aggregate base. Access roads having slopes between I5% and 17% shall be surfaced using 4" of P.C. concrete rough surfaced using 4" aggregate base. Slopes in excess of 15% shall not e :,coed S0 ft. io length. Access roads having slope in excess of 17 -1/27 are not permitted. Note: a) the minimum vertical clearance above road surface shall be 15 ft. b) Storm runoff shall be controlled through the use of culverts and roadside ditches. G. Construct turnaround having 32 ft. radius or approved equal using double seal coat oil and screenings or better on 6" aggregate base within 100 ft. of proposed dwelling. H. Construct driveway approach 16 ft. wide at property line flared 24 ft. at street paving. Use double seal coat oil and screenings or better on 6" aggregate base. I. Construct "valley gutter" across driveway or pipe culvert under driveway as approved by the City Engineer. 1. Provide adequate sight distance and remove obstructions of view as required at driveway and access road intersections. K. Watercourses must be kept free of obstacles which will change, retard or prevent flow. L. Protective planting required on roadside cuts and fills. 0028 Report to Planning Commission 4/2/86 SD -1619, Morrow, Bohlman Rd. Page 6 M. Obtain Encroachment Permit from the Engineering Division for driveway approaches or pipe crossings of City street. N. Engineered improvement plans required for: 1. Street improvements 1. Storm drain construction ti Access road construction 0. Pay plan check and inspection fees as determined from improve- ment plans. P. Enter into Improvement Agreement for required improvements to be completed within one (1) year of receiving Final Approval. 0. Post bond to guarantee completion of the required improvements. 5. Parking lot on Lot 5 to be minimum of 2 -1/2" asphalt concrete and as recommended by the soils engineer. I11. SPECIFIC CONDITIONS DIVISION OF INSPECTION SERVICES h. Geotechnical investigation and report by licensed professional for: 1. Geology per letter from City Geologist dated 4/17/86 2. Soils 3. Foundation B. Plans to be reviewed by geotechnical consultant prior to building permit being issued. C. Detailed on-site improvement plans showing: 1. Grading (limits of cuts, fills; slopes, cross sections, existing and proposed elevations, earthwork quantities) Drainage details (conduit type, slope, outfall, location, etc.) Retaining structures including design by A.I.A. or R.C.E. for walls 3 ft. or higher. 4. All existing structures, with notes as to remain or be removed. 5. Erosion control measures. 6. Standard information to include titleblock, plot plan using record data, location map, north arrow, sheet nos., owner's name, etc. 0029 Report to Planning Commission 4/2/86 SO -1619, Morrow, Bohlman Rd. Page 7 C. Bonds required for removal of accessory structures. IV. SPECIFIC CONDITIONS COUNTY SANITATION DISTRICT NO. 4 A. Sanitary sewers to be provided and fees paid in accordance with requirements of County Sanitation Dist. No. 4 for subdivision and Lands of Williams. SPECIFIC CONDITIONS SARATOGA FIRE DISTRICT A. Property is located in a potentially hazardous fire area. Prior to issuance of building permit, remove combustive vegetation as specified. Fire retardant roof covering and chimney spark arrestor details shall be shwon on the building plan. (Per Uniform Fire Code, AppendrA E). 6. Construct driveway 14 feet minimum width, plus one foot shoul- ders using double seal coat oil and screening or better on 6 inch aggregate base from public street or access road to proposed dwelling. Slope driveway shall not exceed 12 -1 /2% without ad- hering to the following: 1. Driveways having slopes between 12 -1 /2% to 15% shall be sur- faced using 2 -1/2 inches of A.C. on 6 inch aggregate base. 2. Driveways having slopes between 15% to 17 -1 /2% shall be sur- faced using 4 inches of P.C.C. concrete rough surfaced on 4 inch aggregate base and shall not exceed 50 ft. in length. Driveways with greater slopes or larger length will not be accepted. C. Construct a turnaround at the proposed dwelling site having a 32 foot inside radius. Other approved type turnaround must meet requirements of the Fire Chief. Details shall be shown on building plans. 0. Provide a parking area for two (2) emergency vehicles at proposed building sites or es required by the Fire Chief. Details shall be shown on building plans. E. E,:tension of existing water system adjacent to site is required for fire protection. Flans to show location of water mains and fire hydrants. F. Provide 15 foot clearance over the road or driveway (vertical) to building site. Remove all limbs, wires or other obstacles. 0. Developer- to install three (3) hydrant(s) that meet Saratoga Fire District's specifications. Hydrant to be installed prior to issuance of building permits. 0030 Report to Planning Commission 4/23/86 SD -1619, Morrow, Bohlman Rd. Page B H. As two (2) of the hydrants will be on -site, the Saratoga Fire District recommends that an easement be granted to make these hydrants public. 1. The developer should explore the possibility of annexation to the Saratoga Heights Mutual Water Co. to meet the water requirements. J Fire hydrants in all hazardous fire areas as designed pursuant to Section 16 -20 of the Saratoga City Code shall be located so that no part of any residential structure shall be further than five hundred feet from at least one hydrant and the fire protection system shall he so designed and charged with water under pressure so that each hydrant for residential fire protection shall deliver no less than 1,000 gpm of water. Water storage or other availability shall be such that for any one hydrant of the system, the 1,000 gpm minimum shall be maintained for a sustained period of two hours. (Chapter 15 of the City Code) 01. SPECIFIC CONDITIONS SANTA CLARA COUNTY HEALTH DEPARTMENT h. Sewage disposal to be provided by sanitary sewers installed and connected by the developer to one of the existing trunk sewers of the Sanitation Dist. No. 4. Prior to final approval, an adequate bond shall be posted with said district to assure completion of sewers as planned. B. Domestic water to be provided by San Jose Water Works or as approved by City Engineer. C. Existing septic tank to be pumped and backfilled to County Standards on Lands of Williams. A $500 bond to be posted to insure completion of wort. VII. SPECIFIC CONDITIONS SANTA CLARA VALLEY WATER DISTRICT n. Applicant shall, prior to final map approval, submit plans showing the location and intended use of any existing wells to the SCUWD for review and certification. VII1. SPECIFIC CONDITIONS PLANNING DIVISION A. Design review approval required on each lot prior to issuance of permits. B. Any modifications to the site development plan shall be subject to Planning Commission or Site Review Committee approval. C. Prior to issuance of building permits, individual structures shall be reviewed by the Planning Division to evaluate the potential for solar accessibility. The developer shall pro- vide, to the e <tent feasible, for future passive or natural 0031 Report to Planning Commission 4/2/86 SD -1619, Morrow, Bohlman Rd. Page 9 APPROVED: KK dsc heating or cooling opportunities on /in the subdivision /build ing site. D. Grant scenic easements on Lot 3 for area below elevation 740 and on Lot 4 for the northeast area above the existing access road, as approved by staff prior to final map approval. E. Recreational courts on slopes exceeding 10% require use permits. All courts ore to be reviewed and approved for impervious coverage requirements. F. No grading on lots, particularly Lot 3, is approved with this map. Design review is required prior to issuance of a permit. G. Development of Lot 1 to meet Zoning Ordinance requirements (including setbacks and impervious coverage requirements) or receive grant of variance approval. H. Tree removal prohibited unless in accord with applicable City Ordinances. 1 Emergency access and Hakone Park parking lot (including fencing) to be reviewed and approved by the Parks and Recreation Commission. J. Provide a copy of the easement granted from Lands of Williams to ensure that the roadway 15 located correctly. Applicant shall post d bond for the parking lot construction on lot 5 prior to final map approval and shall complete the parking lot construction with the subdivision improvements. *L. Early warning Fire systems shall be installed in future resi- dences in accordance with Section 14- 25.110 of the City Code. hl. The wells to be monitored according to City Geologist's recommendations. N. The access road width shall be narrowed where possible to minimize tree removal. Width is subject to approval by the City Engineer but shall not be reduced to less than 14 ft. P.C. Agenda: 4/:/66 *4/23/86 *5/9/66 DATE BY ACTIVITY Assignment by A.D.P.W. Review conditions with A.D.P.W. 4-A- b Tentative Man Exhibit Dated: Tb -?1, Imput plans received from Engr. (2 copies) A Gradinfr, Plan =1- 1'7 r. Al I Plan Check deposit paid Amt. sae zv Recpt., Soils Report inc. R Value Drainae calculations (o -14 -VG 4 ;R•S. Field Check l Cit Structural. Plan Check Agreement with Tentative Man Me Agreement with Parcel, or Tract Man, R/S Inspector`s Review _ff_• Sanitary District conditions met S.C.V.W.D. conditions met plans back from them Fire Dent. conditions met- Check print to Engineer to -14 -4 T Check print corrections returned gLI% -f6 A •.4 Engineer's estinnt:e quantities only) Special Agreement /Y A- State•Encroachment Permit ht A nr A Monument Pond F.P. Bond 1- cc* o 4. -tIL Le +fa a tc 2 -t.4. 1 L.M. Bond 7e 25 Insurance Policy A- !4141) '704:2 G 4-- pes■ 1 &ktflt ht 4 tv A Offer. of Dedication -t -e 0-1 tO D,P,W. Annr.oval1Signature re" s JLLLJ &w k P v.: ita .6.e 4 a C•`d.n t e Mo t OWNER: An ,4•272,4 SDR TRACT 11:7 f 9 DEVELOPER: M. OF LOTS: ENGINEER: f/I f if f Tentative Approval Expires: ENGINEERING PLAN -CHECK ITEM DESCRIPTION DATE BY REMARKS 1. Map Submitted (3 prints) et- is-ft, A, 2. Map Check Fee Paid figiimA #452, ra 3. Math Calculations 4/. 1346 A`X' 4. Preliminary Title Report g.y3.4 AT. 5. Subdivision Guarantee 6. Check to S.C. Co. Recorder Iy.. 4 7. Offers of Dedication "PIA 8 Easements Needed A. Sanitary B. Water C. P. G. E. D. P. T. T. E. S. C. V. W. D. 9. Check Prints Given to Engr. 10. Corrected Prints (2) Original Returned N 11. Corrected Print to Plan Check Engr. to_, g6 b A-t' 12. D. P. W. Signature 13. P. D. Signature 14. Map Recorded Name: ,j/V FINAL MAP CHECK LIST SD or SDR ?y`5" #Lots 'Address: Engineer: 1"I- /y 9 Phone: Tentative Map Approval: 4 !L 4 Special Remarks See Reverse Side Phone 4 c, 19 4, SDR Tr. 7c C,'f{' Engr. IA* ,1/2 S Developer ,f'g /,gP/ 4 Phone: e' FINAL APPROVAL CHECKLIST Phone: 35 ?,'7?I Date By ..,b1ic or Dept. a.) Record Map OK b.) Improvement Plans ON c.) Storm Drain Fees: Amt. 4.1f i i ,y Recpt. 11_ W, 4-L d.) Street Lite Fees: Amt. Recpt.# nt. e.) Plan check insp: Amt: 2,I 4o0 Recpt.# (we 11 -9t .0-D f.) Map check Fee: Amt. 4,c?). Recpt.# oc1 1(- 1 5.+86 Pit g.) Recorder's Fee: Amt. n( h.) Impvt. Agent. (Type( by owner Z _o 3sC 4 4. i.) Deferred Agmt. by owner m j Special Agmt. (Type L.`r,...l".i,l QK.�t.L14-do ist —to t k.) Bonds posted s-e-A c,-;�,Le i Igo -3p_$ 1.) Bonding Co. Address: -red- 44- cli'Bei,,,-14 3e S-1 `c5AL 2. Building Dept. N 4 3. Fire District a.) Fire Hydrant fee: Amt. f'. 4 b.) 4. Health Dept. a.) Bond w /City: Amt. N'• b.) R 4 tc--P 4S'o o 4r-5 F- 2.w c tnUa_Q t C ,Jf ca 1 5. Parks Recreation Dept. a.) Park Rec. fee: Amt. 03 7 c zm 12,0,012-1- (n 05 I I "2 S%g(, _0- b.) Easements SDR Tr. 7c C,'f{' Engr. IA* ,1/2 S Developer ,f'g /,gP/ 4 Phone: e' FINAL APPROVAL CHECKLIST Phone: 35 ?,'7?I PAGE 2 FINAL APPROVAL CHECKLIST Date By 6. Planning Dept. a.) C.C. R's complete b.) Landscape plan approved 14- 41f(V 11 c.) Landscape Maint. Agrmt. d.) Landscaoe Bond hl e.) Special Easement (Type f.) Special Permit g.) EIR procedures complete 7. S.C.V.W.D. a.) R/W Clearance N .T4 b.) Permit issued c.) Well clearance 8. Sanitary District 44- 4 a.) Bonds posted b.) Plans Signed c.) Clearance letter to -I 4--cet A't 9. Ready for Final a.) Resolution Prepared I I as R( b.) Transmittal Memo Prepared 11 24 g(_ c.) Agendized for 12- o3 --`dt d.) Advisory Committee OK 12 3 -in RECEIVED FINAL on Date 10. Post Final Activities a.) Agreements signed by City II- 3 -SC b.) Map signed c.) Deferred Agmt. Recorded Kr.Ar d.) Map to Clerk of Board e.) Special Agrmt. recorded f.) Special Easements recorded g.) C.C. R's recorded PAGE 2 FINAL APPROVAL CHECKLIST William Cotton and Associates GEOTECHNICAL CL.. ,ULTANTS 318 B North Santa Cruz Avenue Los Gatos, California 95030 (408) 354 -5542 TO: Yuchuek Hsia, Planning Director CITY OF SARATOGA 13777 Fruitvale Avenue Saratoga, California 95070 SUBJECT: Supplemental Geologic and Geotechnical Review RE: Morrow Subdivision, SD -1619 Bohlman Road April 17, 1986 S 1255D At your request, we have completed a supplemental geologic and geotech- nical review of the subject application using: o Tentative Map (2 sheets; 100- and 50- scales) prepared by Jennings, McDermott and Heiss dated February 1986 (revised since March 14, 1986); and o Supplemental Geotechnical Investigation (report) prepared by Upp Geo- technology dated April 2, 1986. In addition, we have reviewed pertinent technical maps and reports from our office files. DISCUSSION Our review of the referenced maps indicates that the applicant is proposing to subdivide the subject property into 5 lots. Tentative building sites, driveways, and accessory structures have been indicated for proposed Lots 1 through 4. Proposed Lot 5 would be retained by the City of Saratoga and used for the Hakone Gardens. Three of the four proposed homesites are underlain by or in close proximity to a large landslide complex. The City Geologist previously reviewed the slope stability aspects of the subject property and summarized comments in four review letters (June 13, September 11, and November 22, 1985 and March 14, 1986). Utilizing geologic studies, the applicant has satisfactorily demonstrated that much of the large landslide complex is relatively stable with the condition that the groundwater table is kept depressed to a level of at least 40 feet below the ground surface (referenced to boring 3 of the Upp Geotech- nology studies). The applicant's geotechnical consultant has recommended appropriate mitigation measures to dewater areas of thick, potentially unstable soil and colluvium and to monitor and depress (groundwater pumping) the water table to desired levels. As suggested in our previous review letter (March 14, 1986), the consultant has investigated an area within Lot 1 previously thought to be a potentially unstable dormant landslide. Based upon new subsurface information, the C o) 0022 ENGINEERING GEOLOGY ENVIRONMENTAL EARTH SCIENCES FOUNDATION ENGINEERING Yuckuek Hsia 2 April 17, 1986 Planning Director S1255D consultant now considers this portion of the subject property to be a stable erosional and depositional feature which contains a small, buried paleo- landslide. CONCLUSIONS AND RECOMMENDED ACTION The proposed building sites for Lots 2, 3 and 4 appear to coincide with previously recommended building envelopes. The modified building location for Lot 1 shown on the revised Tentative Map and the additional subsurface information for Lot 1 appear to satisfactorily address the potential constraints associated with the possible dormant landslide. Additionally, the importance of depressing and monitoring the local water table has been discussed through verbal communication with Rex Upp of Upp Geotechnology. A new location for the drawdown well has been selected near the southwest corner 01 the subject property. This new location may require a deeper well and a larger pump than what might have been necessary for the alternative drawdown well location recommended previously by Upp Geotechnology near the northwest corner of the property. It is essential that the groundwater table be depressed as recom- mended by the geotechnical consultant. The maximum reference groundwater levels according to Upp Geotechnology are 40 feet below the surface for boring 3, 50 feet below the surface for boring 1, and 60 feet below the surface for boring 2. The geotechnical consultant has stated verbally that borings 2 or 3 could be utilized as the groundwater table monitoring well. Whichever well is used, the groundwater levels must be maintained respectively at 50 feet (for boring 1) or 60 feet (for boring 2) below the ground surface. Under these conditions, we recommend approval of the Tentative Map. However, prior to issuance of site development and building permits for individual lots, the following condition should be satisfactorily completed: 1. Detailed Geotechnical Investigation The applicant's geotechnical consultant should conduct a detailed geotechnical investigation for each homesite. This investigation should address, but not necessarily be limited to: site preparation and grading; site surface and subsur- face drainage improvements; and design parameters for residential foundations, retaining walls, and roadways. The results of these geotechnical investigations shall be submitted to the City to be reviewed and approved by the City Geologist and Engineer prior to issuance of site development and building permits. Respectfully submitted, WILLIAM COTTON AND ASSOCIATES, INC. W RC:PS:Is Wit tQ ✓Z William R. Cotton City Geologist CEG 882 0023 William Cotton and Associates t William Cot )n and Associates TO: Yuchuek Hsia, Planning Director CITY OF SARATOGA 13777 Fruitvale Avenue Saratoga, California 95070 SUBJECT: Supplemental Geologic Review RE: Morrow Subdivision, SD 1619 SEOTECHNICAL CO LTANTS 318 8 North Santa Cruz Avenue Los Gatos, California 95030 (408) 354 -5542 March 14, 1986 S1255C At your request, we have completed a supplemental geologic review of the subject application using: o Tentative Maps and Access Alignment Map (3 sheets; 100 50 and 40- scales) prepared by Jennings, McDermott and Heiss dated February, 1986. In addition, we have reviewed pertinent technical maps and reports from our office files. DISCUSSION Our review of the referenced maps indicates that the applicant is proposing to subdivide the subject property into 5 lots. Tentative building sites, driveways, and assessory structures have been indicated for proposed Lots 1 through 4. Proposed Lot 5 would be retained by the City of Saratoga and used for the Hakone Gardens. Three of the four proposed homesites are underlain by or in close proximity to a large landslide complex. The City Geologist previously reviewed the slope stability aspects of the subject property and summarized comments in three review letters (June 13, September 11, and November 22, 1985). Utilizing geologic studies, the applicant has satisfactorily demonstrated that much of the large landslide complex is relatively stable with the condition that the groundwater table is kept depressed to a level of at least 40 feet below the ground surface. The applicant's geotechnical consultant has recommended appropriate mitigation measures to dewater areas of thick, potentially unstable soil and colluvium and to monitor and depress (groundwater pumping) the water table to desired levels. The consultant has also indicated three potential building site envelopes and identified a smaller possible dormant landslide which may have marginal stability. The dormant landslide overlies the larger, stabilized, deep- seated landslide. Proposed Development The proposed main access alignment would take advantage of an existing driveway which provides access from Bohlman Road to an existing residence RECEIVED MAR 18 1986 COMMUNITY DEVELOPMENT ENGINEERING GEOLOGY ENVIRONMENTAL EARTH SCIENCES FOUNDATION ENGINEERING Yuchuek Hsia Planning Director 2 March 14, 1986 which is located north of the central portion of the subject property, This access would be improved and extended to the south along the proposed common lot line of Lots 1 and 4 and into the east central portion of Lot 2 ending in a cul -de -sac. Lot 1 The proposed building site is shown for the central portion of this lot. Additionally, a detached garage is indicated approximately 30 feet southwest of and a possible tennis court is indicated approximately 20 feet north of the proposed residence. The driveway would provide access from the main cul -de -sac discussed above and cross the south central portion of the lot. Our review of the previously submitted geologic reports indicates that portions of the proposed residence and possible tennis court sites are underlain by the dormant landslide noted previously. Essentially, the entire lot is underlain by the dormant and stabilized landslide deposits. Lots 2 A proposed building site is shown for the northwestern portion of this lot. Additionally, a possible tennis court is indicated approximately 50 feet south of the proposed residence. The driveway would provide access from the cul -de -sac mentioned previously and cross the central portion of the lot. The northern two- thirds of the lot is underlain by the large stabilized landslide deposit. Lot 3 A proposed building site is shown for the northwestern corner of this lot on the crest of a knoll. The driveway would provide access from the end of the cul -de -sac mentioned previously and cross the southeast corner of Lot 2 and the southwest portion of Lot 3. Lot 3 is underlain by semi consolidated bedrock materials (i.e., conglomerate, sandstone, clay stone, siltstone, and limestone) of the Santa Clara Formation. Lot 4 A proposed building site is shown for the western end of this lot. Additionally, a possible sports court is indicated approximately 20 feet southwest of the proposed residence. The driveway would provide access from the main cul-de -sac discussed previously and exit opposite the Lot 1 driveway. Portions of the proposed residence and possible sports court are underlain by thick colluvial materials. The proposed residence is located in close proximity to and the sports court is underlain by the stabilized landslide deposit. The colluvial materials underlying the proposed resi- dence are, in tum, underlain by bedrock materials of the Santa Clara Formation. CONCLUSIONS AND RECOMMENDED ACTION The proposed building sites for Lots 2, 3 and 4 appear to coincide with previously recommended building envelopes. The proposed building site for Lot 1 is outside the recommended building envelope and extends onto the potentially unstable dormant landslide deposit. Without additional geologic evidence to demonstrate the long -term stability of the dormant landslide, the building site on Lot 1 cannot be approved. As an alternative, the proposed building site and William Cotton and Associates Yuchuek Hsia Planning Director 3 March 14, 1986 associated improvements (i.e., driveway and tennis court) for Lot 1 could be relocated onto more geologically stable areas. A critical aspect of the proposed development is the control of surface and groundwater to maintain an acceptable level of slope stability. The submitted maps do not include locations of or notes describing the previously recommended surface and subsurface drainage and groundwater control measures. Also, the applicant should indicate the mechanism which will be used to monitor and maintain the surface and groundwater conditions at acceptable levels for the subdivision as a whole. Consequently, we do not recommend approval of the subject application until the following issues have been satisfactorily addressed: 1. Landslide Characterization The proposed development for Lot 1 should be relocated to existing geologically stable areas or additional geologic information should be submitted to demonstrate the long -term stability of the dormant landslide. 2. Surface and Subsurface Drainage Control Measures The previously recommended drainage and groundwater control measures should be clearly indicated and described on the Tentative Map. 3. Groundwater Level Monitoring and Maintenance The binding mechan- ism by which the groundwater levels will be monitored and maintained should be described as a note on the Tentative Map. The supplemental geologic data and modified maps should be submitted to the City and reviewed by the City Geologist and Engineer prior to approval of the Tentative Map. WRC:PS:ls Efian lAr Respectfully submitted, WILLIAM COTTON AND ASSOCIATES, INC. William R. Cotton City Geologist CEG 882 William Cotton and Associates William Cott( and Associates TO: Lucille Hise, Planner CITY OF SARATOGA 13777 Fruitvale Avenue Saratoga, California 95070 GEOTECHNICAL CONSI" 318 B North Santa OIL Venue Los Gatos. California 95030 (408) 354 -5542 November 22, 1985 S12S5B SUBJECT: Supplemental Geologic and Geotechnical Review RE: Lands of Morrow, Proposed Subdivision, 14821 Bohlman Road in a_cordanee with your a!•thrri.zatlon, we have completed a supplemental geologic and geotechnical review of the proposed subdivision using: o Supplemental Geotechnical Investigation (report) prepared by Upp Geo- technology dated November 6, 1985; o Supplemental Geotechnical Investigation (Addendum report) prepared by Upp Geotechnology dated November 16, 1985. In addition, we have reviewed pertinent technical maps and reports from our office files. DISCUSSION The applicant is proposing at some future time to subdivide the subject property and provide for 3 or 4 homesites. A large portion of the property is underlain by what has been mapped as a dormant landslide complex. Much of our previous work has been concentrated on the review of geologic data intended to demonstrate the stability of the landslide complex. Our previous review letter (September 11, 1985) concluded that the geologic mapping, subsurface explora- tion, testing data, and slope stability analysis did indicate that the subject landslide was relatively stable under current climatic conditions and certain ground -water conditions (i.e., when the watertable is greater than 40 feet below the ground surface). Using detailed geologic mapping, the geotechnical consultant identified a smaller dormant landslide deposit along the southeastern margin of the larger dormant landslide complex. The smaller dormant landslide appeared to constrain portions of the proposed development (i.e., access road and possible tennis court/building site). Our previous review letter requested a supplemental evaluation of the smaller dormant landslide deposit and recommendations for mitigation measures for the proposed development in the area of the smaller dormant landslide. The geotechnical consultant has completed additional sub- surface exploration and concluded that the area mapped as the smaller dormant landslide is actually an area of thick colluvium and not a dormant landslide. The consultant has applied this conclusion only for the area studied by and upslope of ENGINEERING GEOLOGY ENVIRONMENTAL EARTH SCIENCES FOUNDATION ENGINEERING Lucille Hise Planner 2 November 22, 1985 the subsurface exploration. Downslope of the explored area, the consultant still considers the dormant landslide to be present. CONCLUSIONS AND RECOMMENDED ACTION The submitted reports appear, in our opinion, to substantiate the con- sultant's interpretations. Consequently, the proposed roadway and tennis court/ homesite do not appear to be constrained by a shallow, underlying dormant landslide deposit. However, it should be clearly understood that portions of the proposed roadway and tennis court/homesite are underlain by the larger, deep seated landslide deposit which has been shown to be stable. Consequently, we believe that the proposed development is feasible from a geotechnical stand- point. The City has adopted Ordinance No. 38.88 to govern development in the geologically hazardous areas of the Congress Springs Slide area. The portion of the subject property underlain by the deep seated landslide complex has been classified as a "Pd" area. The Ordinance sites three conditions which must be satisfactorily completed prior to development in "Pd" areas. These conditions are: a) Site Development Plan A site development plan must he prepared and approved. b) Geologic and Soils Investigation the applicant's geotechnical con- sultant must conduct a detailed geologic and soils investigation of the site of proposed development. This investigation should address at a minimum: the geologic setting of the subject property (illustrated by an original engineering geologic map and cross section(s); character- ization of the landslide deposit (i.e. depth, size, etc.); and stability analysis of the site's slopes and landslide deposit; geotechnical mitiga- tion measures to ensure the long -term stability of the proposed development; and geotechnical recommendations for site preparation and grading, site drainage improvements and design parameters for foundations and retaining walls. if the conditions and analysis warrant it, the geologic /soils report should include the opinion of a Certified Engineering Geologist that the proposed site and proposed structure, as designed, will be safe from landslide related hazards. c) Hold Harmless Agreement If the geologic /soils report is found to be acceptable by the City Geologist, the applicant will be required to sign a "Hold- Harmless Agreement" with the City for any potential liability related to future property damage caused by active slope processes. In our opinion, it appears that the geologic reports that have been submitted satisfy the slope stability concerns described in part (b) above. However, the applicant has not completed the required tasks described in parts VWilliam Cotton and Assoc ates Lucille Hise Planner 3 November 22, 1985 (a) and (c) and geotechnical recommendations for the proposed development (part of (b)) have not been provided. Consequently, we recommend approval of the proposed development with the following conditions: 1) Ste Plan The applicant should submit a site plan to the City illustrating the proposed development for the subject property. The site plan should show the proposed building sites, access roads, subdrains, surface drains, ground -water monitoring and pumping wells and all other associated improvements. The locations and extent of the proposed development should be consistant with the submitted geotechnical recommendations. The site plan should be reviewed and approved by the City. We request that the City Geologist be given the opportunity to review the site plan to ensure its compatibility with the site's geologic conditions and conformance with the submitted geotechnical recommendations. 2) Hold-Harmless Agreement The applicant should sign a "Hold Harmless Agreement" with the City consistant with the terms defined in Ordinance 38.88 for the proposed development in the "Pd" area of the subject property. 3) Ground -Water Pumping/Monitoring As a condition of approval for the proposed develoment, a mechanism that will ensure the proper operation and maintenance of ground -water pumping facilities shall be drawn up. This agreement should also include provisions for a timely and periodic ground -water monitoring program. The geotechnical consultant has suggested that the above could be accomplished as a condition of the C.C. and Rs for the development. Such an agreement must be drawn up and approved by the City prior to approval of the proposed development. 4) Detailed Geotechnical Investigations The applicant's geotechnical consultant should complete detailed geotechnical investigations for all areas of proposed development (i.e., homesites, roadways, septic leaehfields, etc.). The geotechnical investigations should address but not necessarily be limited to: site preparation and grading, site surface and subsurface drainage improvements, and design parameters for foundations, retaining walls, and roadways. The resulting geotechnical reports should be submitted to the City and reviewed by the City Geologist and Engineer prior to issuance of site development and building permits. 5) Geotechnical Plan Review The applicant's geotechnical consultant should review and approve all geotechnical aspects of the development plans to ensure their conformance with his recommendations. William Cotton and :Associates Lucille Hise Planner -4- November 22, 1985 The geotechnical consultant should describe the plan review in a letter to be submitted to the City and reviewed by the City Engineer prior to issuance of site development and building permits. 6) Geotechnical Field Inspection The applicant's geotechnical con- sultant should inspect, test (as needed), and approve all geotechnical aspects of the project construction. These inspections should include at a minimum: all site preparation and grading, all site surface and subsurface drainage improvements (drainage ditches, subdrains, ground -water wells, etc.), excavations for foundations and retaining walls prior to the placement of concrete and steel, locations and design of septic leachfields, and all final cut and fill slopes. The results of these inspections and the as -built conditions of the project shall be described by the geotechnical consultant in a letter and submitted to the City Engineer for review prior to final project approval. WRC:PLS:ls Respectfully submitted, WILLIAM COTTON AND ASSOCIATES, INC. William R. Cotton City Geologist CEG 882 William Cotton and \si,ociates William Cotton and Associates TO: Lucille Hise, Planner CITY OF SARATOGA 13777 Fruitvale Avenue Saratoga, California 95070 September 11, 1985 S1255A SUBJECT: Geologic and Geotechnical Review RE: Lands of Morrow Proposed Subdivision, 14821 Bohlman Road GEOTECHNICAL COn..JLTANTS $z 1 I 318 8 North Santa Cruz Avenue Los Gatos, California 95030 (408) 354 -5542 Sit-1 198n COMMUNITY DEVELOPMEf71 In accordance with your authorization, we have completed a geologic and geotechnical review of the proposed subdivision using the following documents: o Geotechnical Investigation for Lands of Morrow (report) prepared by Upp Geotechnology, dated August 12, 1985 o Supplemental Information (letter report) Geotechnical,dnvestigation for Lands of Morrow, prepared by Upp Geotechnology, dater1 t 31, 1985. Additionally, we met on -site with the applicant's geotechnical consultant on June 18, and June 19, 1985, while subsurface exploration was being conducted. DISCUSSION vs A 4-lot subdivision is being considered for the subject property which is accessed by Bohlman Road and is approximately 14 acres in size. Building sites have been tentatively identified, but lot lines have not been proposed. A major portion of the subject property is underlain by a large, well -defined Dormant Landslide deposit (Dls). The landslide feature is shown on the Congress Springs Engineering Geologic Map (Cotton, 1977). Additionally, the Dormant Landslide deposit has been classified as "Pd" on the Congress Springs Ground Movement Potential Map (Cotton, 1977). In our previous review letter (June 13, 4985), we indicated thaCthe applicant's geotechnical consultant needed to complete a "State -of -the- Art" investigation of the stability of the large landslide deposit. This was indicated to include, at a minimum, original engineering geologic mapping of the entire landslide feature; large diameter drilling to facilitate the examination, logging, and sampling of slide debris, slide planes, and the underlying stable materials; construction of detailed engineering geologic cross section(s) based upon surficial mapping and drill data; laboratory testing of the earth materials (i.e., slide debris, slide plane, underlying bedrock); and slope stability analysis of the landslide using test derived soil strength data and field measured slide geometry (size and depth). ENGINEERING GEOLOGY ENVIRONMENTAL EARTH SCIENCES FOUNDATION ENGINEERING Lucille Hise, Planner September 11, 1985 2 Suitability of the site for the proposed development is dependent, in part, upon the landslide deposit being stable under all foreseeable environmental conditions, including earthquake loading and changes in ground -water levels. CONCLUSIONS AND RECOMMENDED ACTION The applicant's geotechnical consultant has completed an investigation of the site by accomplishing the following tasks: engineering geologic mapping, drilling of 2 small diameter holes, drilling of one large- diameter hole, sampling of subsurface materials, laboratory testing of samples, and eomputer -aided analysis of the stability of the landslide. It appears that the consultant interprets the landslide deposit to be generally characterized as an Old Landslide (Ois) with three smaller Dormant Landslide (Dls) deposits flanking the north, west and eastern sides. Subsurface information suggests the Ols to be about 65 to 70 feet deep along most of its axial length. Our downhole inspection of the large diameter drill hole confirmed the existence of a slide plane at that depth. Ground water was measured to be between 40 and 60 feet below the ground surface. Laboratory testing and engineering analysis of the landslide deposit using computer -aided modeling under a variety of environmental conditions suggests that the landslide is presently stable (FS 2.4), but that it could be reactivated by a large magnitude earthquake (one that provides a ground acceleration of 0.24 g) when ground -water levels are shallower than about 40 feet. The possibility of a new landslide plane emerging on midslope was modeled and was found to have a lower probability of movement than the deeper landslide plane. It is the consultant's opinion that the landslide is presently stable and will remain so, even under transient earthquake loads, as long as the ground -water table stays deeper than 40 feet below the ground surface. Consequently, he recommends a scheme to control surface water, monitor ground -water levels in observation wells, and install submersible pumps, in order to ensure that ground -water depths are kept at safe levels. The implementation of such a scheme, however, is not entirely clear; it requires one or more individuais to assume responsibility for maintaining the stability of all of the proposed lots by monitoring ground -water levels, deciding when a critical level may have been reached, and operating a pump(s) to lower the ground water to a depth greater than 40 feet. Someone will have to be authorized to maintain the pump(s) in operating condition. Additionally, proposed access to building site #3 is potentially constrained by a Dormant Landslide (Dis) situated between the proposed building site and the planned subdivision access. William Cotton and Associates ".VI.OIGI11 I ML rnn 1 H •l 91-.•I•cc• .tea. u..+ 3 Lucille Hise, Planner September 11, 1985 It appears that the major question of slope stability of the large landslide deposit underlying the majority of the property has been adequately addressed by the applicant's consultant, and it appears that the landslide deposit will remain stable if ground -water conditions remain below 40 feet. The proposed system for monitoring and controlling ground water is reasonable from a technical standpoint, but the responsibility of implementing and maintaining such a system should be established at some point during the project planning process and prior to project approval. Because access to proposed building site #3 is potentially constrained by the dormant landslide deposit, wg recommend that, prior to approval, the applicant complete the following: Supplemental Geologic and /or Geoteehoicai Information The applicant's consultant should evaluate the landslide deposit that is planned to be crossed by driveway access to proposed building site #3. Geologic mapping and profiling of the deposit should• be completed. If field conditions evident from the ground surface can be used to demonstrate that the landslide deposit is stable under conditions that are unlikely to change under present climatic conditions, a discussion to that effect, may be sufficient to warrant a map modification. However, if the data indicate the stability of the landslide is of a more tenuous nature, additional work, possibly including subsurface exploration and slope sta- bility analysis(es), may be required to support the map modification. 2) Grand Movement Potential Map The features identified on the geologic map (and cross sections) should be evaluated in conjunction with the landslide characterization to produce a site GMP map for access to building site #3. Location of all GMP area boundaries must be based upon hard data that are evidenced on the geologic map and that are consistent with the GMP definitions used on the Congress Springs. Landslide study. A clear line of geologic reasoning must be used (and described in written fashion) for determining the GMP categories chosen to represent the various portions of the site. If access to building site #3 can be established without crossing the Dls, then this supplemental geologic and /or geotechnical information may not be required. 1) The information requested above should be provided by the geologic consultant in a report and submitted to the City for review and approval by the City Geologist prior to granting of the requested map modifications. William Cotton and Associates I-run n o4..ICNC.CJ FUUNUAI JUN ENGINEERING 4 Lucille Wise, Planner September 11, 1985 Though it appears that the proposed building sites are feasible on a preliminary level, site- specific geotechnical recommendations have not been provided for each building site. Consequently, we recommend that prior to issuance of site develop ment and building permits a detailed geotechnical investigation should be completed for each building site, then submitted to the City and reviewed and approved by the City Geologist and Engineer. WRC:PA:kt C. (2:ir,t_i tbrrLo Rex Ur Respectfully submitted, WILLIAM COTTON AND ASSOCIATES, INC. Ihkauti William R. Cotton City Geologist CEG 882 William Cotton and Associates •••...i. ono- cnn 1 n JCItNCES FOUNDATION ENGINEERING William Cott n and Associates TO: Kathy Kerdus, Planner FROM: William Cotton, City Geologist SUBJECT: Saratoga Development Associates (Lends of Hincks) SDR 1502 SITE CONDITIONS TECHNICAL PLAN DISCUSSION GEOTECHNICAL CO LTANTS 314 Tait Avenue, Los Gatos, California 95030 (408) 354-5542 November -13, 1981 We have completed a geologic review of the subject property ing documents: Tentative Map, Lands of Saratoga Development As by Kirkeby and Associates, Inc., dated August 198 Plan and Alternate Plan, City of Saratoga Gardens, Proposed Parking Facility, prepared by ciates, Inc., dated April 29, 1981. using the follow sociates prepared 1. Japanese Hakone Kirkeby and Asso- The subject property is characterized by gentle (4 degrees) to very steep (40 degrees) hillside topography and a small north- trending stream along the eastern margin of the parcel. It is underlain by a variety of earth materials that include landslide debris and poorly consolidated bedrock (i.e. Santa Clara formation). The areas that are underlain by landslide debris are generally confined to the western one -third of the property and the ,steep slopes and stream banks in the eastern portion of the property. These landslides are composed of surficial deposits of soil and colluvium, and bedrock materials of the Santa Clara formation and range in level of activity from dormant to active. The remainder of the property is underlain by relatively stable bedrock composed of interbedded gravels, sands, silts and clays of the Santa Clara formation. Nearby bedrock exposures exhibit a general northwest strike and a moderately steep (40 -50 degrees) inclination to the northeast. According to the City Ground Movement Potential Map, the majority of the prop- erty (approximately 85 is within the Pd (Potential deep movement) and the Ps (Potential shallow movement) categories, the remaining 15 in the central portion of the property, is characterized as Sbr. (Relatively stable bedrock). We have prepared a "Preliminary Geologic Map" (in City file) of the develop- ment for review by the applicant's consultants. The presently proposed development plan would create 10 lots ranging in size from approximately one acre to approximately three and three tenths (3.3) acres. Nine lots are set aside for residential development and one is for a parking lot for the Japanese Hakone Gardens. The following discussion charac- terizes the site conditions for each proposed lot: ENGINEERING GEOLOGY ENVIRONMENTAL EARTH SCIENCES FOUNDATION ENGINEERING Lot 1 Future par ng lot site for City of Sarat ,a Parks Department. The lot is characterized by gentle (4 degrees) to mdoerately steep (11 degrees) natural slope inclinations. It is situated in a Pd zone and is underlain by landslide debris of a large dormant landslide deposit (i.e. Pd) Lot 2 The terrain within this lot exhibits steep (18 to 20 degrees) slope inclinations. It is situated in a Pd zone, and is under- lain by landslide debris of a large dormagflandslide deposit. Ps zones. The surface terrain face and headwall scarp of a Natural slope inclinations flat to moderately steep (15 Lot 3 This lot is situated within Pd and is characterized by the unit sur large dormant landslide deposit. within this lot vary from almost degrees). Lot 4 This lot contains an existing residential structure which is to remain. Lot 5 This lot is situated within Pd and Ps zones. Natural slope inclinations within this parceT from moderately steep (11 degrees) to very steep (35 degrees). The western portion of the lot is underlain by landslide debris of a large dormant landslide deposit while the eastern portion is characterized by relatively steep landslide scarp topography. Lot 6 This lot straddles a knoll in the central portion of the prop- erty. The slopes of the knoll are characterized by steep (20 to 22 degrees) hillside topography. The knoll is underlain by bedrock materials of the Santa Clara formation which, in turn, are overlain by relatively weak and potentially unstable soil and colluvium of unknown thickness. The central portion of the lot (i.e. top of the knoll) is categorized as an Sbr zone; how- ever, the remainder of the lot is situated withinfhe Ps move- ment category. Lot 7 This lot is characterized by very steep (26 to 34 degrees) hill- side topography. It is underlain by bedrock materials of the Santa Clara formation which, in turn, are overlain by relative- ly weak and potentially unstable soil, colluvium and landslide debris (i.e. dormant landslide). This lot generally is situated within a Ps movement zone except for a very narrow area of an Sbr zone Which traverses the lot near its western boundary. Lot 8 This lot straddles the previously mentioned north trending creek and is situated within a Ps movement category. It is characterized by moderately steep (15 degrees) to very steep (40 degrees) natural slopes and stream banks. These slopes are underlain by bedrock materials of the Santa Clara formation which, in turn, are overlain by relatively weak and potentially unstable soil and colluvium of unknown thickness. Additionally, the hillsides within this lot are characterized by a variety of slope failures. They vary in type from small slumps along the creek bank to larger flows on the higher portions of the hill slopes and range in level of activity from active to recently active to dormant. William Cotton and Associates CONCLUSIONS AND RECOMMENDED ACTION Lot 9 The lot situated on an east facing ae characterized by steep (22 to 34 degrees) hillside topography within a Ps move- ment category. It is underlain by bedrock materials of the Santa Clara formation which are overlain by relatively weak and potentially unstable surficial deposits of soil and collu- vium of unknown thickness. Lot 10 This lot straddles the north trending stream and is character- ized by moderately steep (14 to 18 degrees) hillside topogra- phy. It is situated in a Ps zone and is underlain by bedrock materials of the Santa CTara formation. These materials are overlain by relatively weak and potentially unstable surficial deposits of soil and colluvium and small dormant landslide deposits. Access to all proposed lots and building sites will be provided by an access road and driveway system that will traverse steep slopes within Pd and Ps movement categories. These slopes are characterized by relatively weak ana unstable surficial deposits (i.e. soil and colluvium) and landslide debris of varying activity levels (i.e. recently active to dormant). Since the proposed development is within the Congress Springs landslide area, it is subject to the provisions of City Ordinance No. 38.88. This ordinance constrains development within Ps and Pd zones by requiring that "a geologic and soil investigation and report" be "prepared and approved prior to issuance of grading or building permits." Based on a geologic review of the property, it is our opinion that the pro- posed lot plan and access road alignment is constrained by unstable and poten- tially unstable slope conditions. These conditions should be identified, properly characterized and evaluated prior to further development of subdivi- sion plans. We recommend that the applicant's geotechnical consultant conduct a detailed investigation of the subject property to define the geologic and soil conditions and to evaluate the long -term slope stability of the property in light of the proposed development plan. This investigation should be con- ducted in the following phases: 1. Surface Geologic Investigation Detailed geologic surface mapping of the bedrock and surficial materials should be conducted. Special attention should be given to landslide deposits and areas of poten- tially unstable slopes. The level of activity and the distribution of the landslide deposits and related geomorphic features (i.e. scarps, etc.) should be identified and carefully defined on the development plan base map. 2. Subsurface Geologic /Geotechnical Investigation Based upon the geologic information gained from the surface mapping phase, a de- tailed subsurface investigation should be designed and conducted. The subsurface materials exposed in strategically located borings and backhoe trenches should be sampled, described, tested and evalu- ated. The borings and trenches should be placed in those locations that would be most beneficial to provide the data necessary to evaluate accurately the long -term stability of all of the building sites, the access road system, and the large dormant landslide situated in the western portion of the property. William Cotton and Associates The proposed development plan should then be evaluated in light of the techni- cal information gathered during the surface and subsurface investigation and appropriate mitigating measures should be recommended. The results of the investigations should be presented in a final report which should include, but not necessarily be limited to, the following: 1. Geologic Map and Cross Sections An original geologic map of the property and cross section(s) showing the type and distribution of earth materials present should be presented. At least one geologic cross section should be drawn through the length of the large dor- mant landslide located in the western portion of the property. 2. Stability Analysis The methods, calculations of a stability analy- sis and resulting factors of safety of the large dormant landslide should be presented. This deposit should be evaluated under both seismic and non seismic conditions. 3. Technical Plan Evaluation The development plan should be evalu- ated in light of the technical information collected during the surface and subsurface investigations. This should be done on a lot -by -lot basis, addressing both the individual building sites and driveways, and the access road. The results of this investigation should be reviewed and approved by the City Engineer and Geologist prior to Tentative Map Approval. It would be advisable to have the applicant's geologist and soil engineer meet with us prior to the start of any fieldwork. We are very concerned with the potential.slope prob- lems associated with this development and believe that these concerns should be reviewed with the applicant's consultants. Respectfully submitted, WILLIAM COTTON AND ASSOCIATES, INC. William R. Cotton City Geologist CEG 882 William Cotton and Associates o Lik ii L 1 j t —J L .v. Nits* area 'q a nt .0 y• t 1_I .3 u i ROAD l •r,. r V q` UPP GEOTECHNOLOGY Engineering Geology Geotechnical Engineering Mr. Brian Morrow 180 Belwood Gateway Los Gatos, CA 95030 SUBJECT: SUPPLEMENTAL GEOTECHNICAL INVESTIGATION LANDS OF MORROW 14821 BOHLMAN ROAD (APN 517 -13 -015) SARATOGA, CALIFORNIA Dear Mr. Morrow, November 6, 1985 Project No. 163.1 Ser. 1423 INTRODUCTION As you requested, we have performed a supplemental geotechnical investigation of the subject parcel. In our Geotechnical Investi- gation for Building Site Approval, dated August 12, 1985, we iden- tified a dormant landslide within the central swale area. As shown on Figure 1, Site Plan, the proposed access road will cross this swale. Following his review of our report, the town's geotechni.— 1. consultant requested clarification of methods necessary *c mitigate the potential reactivation of the dormant landslide in the area of the road crossing. Our original investigation also identified an older landslide which underlies much of the parcel. Our analysis showed that this land- slide would be stable under all anticipated conditions. The factor of safety against failure would be reduced, however, if the ground water rose above a level of -40 feet. The town's consultant also requested clarification of the methods anticipated to insure the ground water level does not become shallower than a depth of 40 feet. Our original report was based on the concept of a three parcel subdivision with homesites as shown on Figure 1. We understand a possible fourth building site is being considered to be located in the vicinity of the proposed tennis curt shown on the site plan. 1000 A Thornton Way P.O. Box 28545 San Jose, CA 95159 /408) 275 -1336 Lands of Morrow November 6, 1985 Page 2 The purpose of this investigation, therefore, was to (1) provide our findings and recommendations concerning the road construction and the treatment of the road crossing of the dormant landslide, (2) discuss methods proposed to insure the ground water level does not rise above the depth of 40 feet, and (3) Provide a preliminary geotechnical assessment of the suitability of the proposed tennis court area for development as a fourth homesite. This report has been prepared for the exclusive use of Mr. Bryan Morrow and his architects and engineers for design and construction of the proposed project in accordance with generally accepted geotechnical engineering principles and practices. No other warranty, either expressed or implied, is made. In the event that any changes in the nature or locations of the improvements are planned, the conclusions and recommendations of this report shall not be considered valid unless such changes are reviewed and the conclusions of this report modified or verfied in writing by Upp Geotechnology. This report is issued with the understanding that it is the respon— sibility of the owner or his representative to insure that the information and recommendations contained in this report are brought to the attention of the project architect and engineer and are incorporated into the plans and specifications of the develop— ment. He should also insure that the contractor and subcontractors follow the recommendations during construction. METHOD OF INVESTIGATION As the basis for this investigation, we excavated five exploration pits on October 26 in the vicinity of the proposed roadway and tennis court. The pits were excavated to a maximum depth of about 14 feet at the locations shown on the Site Plan. The locations of the pits were approximated from features shown on the Site Plan and should be considered accurate only to the degree implied by the method used. The pits were examined by our principal engineering geologist and were logged by our representative. Logs of the pits are presented on Figures 2 thru 6. The logs show our interpretation of the subsurface conditions at the date and locations indicated, and it is not warranted that they are representative of the subsurface conditions at other locations and times. Also the stratification lines on the logs represent the approximate boundaries between soil types and the transition may be gradual.. UPP GSOTICHNOLOGY Lands of Morrow November 6, 1985 Page 3 SUBSURFACE CONDITIONS Exploration Pit 1 exposed colluvial (slope wash) deposits to its full depth of about 14 feet. The upper five to six feet consisted of loose, friable dark brown sandy silt and silty sand with up to about 20% gravel. Very stiff non friable yellowish brown clayey sand underlies the the upper units to a depth of between six and eight feet. This unit in turn is underlain by very stiff dark gray clayey silt with about 30% angular light gray sandstone fragments up to about three inches in maximum dimension. Yellowish brown sandy clay was exposed below a depth of 13 feet. Pit 2, excavated to a depth of about seven feet on the upper slope of the tennis court area exposed very stiff gravelly silty clay colluvium to its full depth. Pit 3, excavated to a depth of about six feet on the lower side of the tennis court, exposed about three feet of silty clay colluvium overlying moderately cemented gravelly sandy clay "bedrock" of the Santa Clara Formation. Pit 4, excavated in the central swale area near the proposed cul- de -sac, exposed moderately cemented gravelly sand "bedrock" of the Santa Clara Formation to its full depth of 14 feet, underlying a one -foot thick layer of silty clay residual soil. Pit 5, excavated in the road alignment, exposed the gravelly "bedrock" underlying about two to three feet of silty clay soil. Free ground water was not encountered in any of the pits. It should be noted, however, that fluctuations in the level of subsur- face water can occur due to variations in rainfall, temperature, and other factors not evident at the time our observations were made. FINDINGS AND RECOMMENDATIONS Based on the results of this investigation, it is our opinion that the central swale is an erosional feature rather than a dormant landslide as previously mapped. Subsurface conditions of the lower portion of this swale have not been explored, however, and this area is still considered a potentially dormant landslide. DRAINAGE CONTROL Because of the wet surface conditions observed within the swale during the winter, we recommend that measures be taken to control surface and subsurface drainage. Detailed recommendations are presented in the following sections. UPP GIOTRCNNOLOGY Lands of Morrow November 6, 1985 Page 4 1. Subsurface Intercept Drains To control subsurface infiltration into the swale, we recommend that a subsurface intercept drain be installed across the upper part of the swale at the approximate location shown in Figure 1. The drain should have a depth of about eight feet at the low point of the swale and should be designed in accordance with the speci- fications given on Figure 7, Surface /Subsurface Drain Detail. A second, shorter subdrain should be installed across the swale upslope of the proposed cul -de -sac. This drain should have a maximum depth of about four feet. The subdrains should discharge by tight line into the storm drain system. 2. Surface Drainage Surface runoff into the Swale should be controlled with an inter- cept ditch across the upper portion of the swale at the approximate location shown in Figure 1. The surface drain should be designed in accordance with the specifications given on Figure 7, Surface/ Subsurface Drain Detail. Ponding of surface water should not be allowed within the swale or on pavements. The roadway should be provided with a berm along its downhill side and a berm or gutter along its uphill edge to control surface runoff. The surface drain should discharge into the storm drain system. Road Design The proposed roadway will extend along the flank of a moderately sloping hill and cuts and fills will therefore be required. In addition, the road will cross the swale mantled in weak surficial soils. We recommend that these weak soils be removed and replaced with engineered fill. We estimate a removal depth of about one to two feet. Detailed earthwork recommendations are presented in the following sections. 1. Clearing and Site Preparation The areas to be graded should be stripped to a sufficient depth to remove all surface vegetation and organic -laden topsoil. At the time of our field investigation, we estimated that a stripping depth of approximately two inches would be required on slope areas. 2. Permanent Slopes Permanent cut slopes in the surficial soil and fill slopes for the roadway should be no steeper than 2:1 (horizontal to vertical). UPP GronaxNwwcr Lands of Morrow November 6, 1985 Page 5 Cut slopes in the Santa Clara "bedrock" may be as steep as 1 1/2:1 if approved by the soil engineer in the field. 3. Material for Fill and Compaction Procedures Any fill exceeding six inches in thickness should be placed as engineered fill. On site soils having an organic content of less than 3 percent by volume can be used as engineered fill. The upper two feet of material below final grades should have a plasticity index of 15 or less. It is anticipated that most of the colluvial soil will be suitable for fill. Material used for fill should not contain rocks or lumps greater than 6 inches in diameter and no more than 15 percent larger than 2.5 inches. Any required import fill should have a plasticity index of 15 or less. All fill should be compacted to at least 90 percent relative compaction as determined by ASTM Test Designation D1557. Fill material should be spread and compacted in lifts not exceeding eight inches in loose thickness. Fill placed on slopes greater than 5:1 should be benched into firm supporting material. Fill greater than five feet in thickness should be provided with a keyway at the toe. 4. Trench Backfill All utility trenches in pavement areas should be backfilled with compacted engineered fill. If on site soil is used, the material should be placed in lifts not exceeding eight inches in uncozpacted thickness and should be compacted to at least 85 percent relative compaction by mechanical means only. Imported sand is not recom- mended for use in backfilling trenches. Water jetting to obtain the minimum degree of compaction should not be permitted. The upper three feet of trench backfill should be compacted to at least 90 percent relative compaction for on -site soils. In addition, the upper six inches of all trench backfill should be compacted to at least 95 percent relative compaction. Fourth Building Site We understand the area of the proposed tennis court is being considered as an additional building site. We have conducted subsurface exploration in this area, and in our opinion, there are no geotechnical constraints to prevent its development as a homesite. UPP GEOTEQINOLOGY Lands of Morrow November 6, 1985 Page 6 Control of Ground Water To control the level of the permanent ground water table, we propose that a draw -down well be installed in the swale approx- imately as shown in Figure 1. The size of the well and pump will be determined based on pumping tests. The well will discharge into the storm drain system. An agreement for well and pump maintenance will be writen into the C.C. and R.'s for the development. The agreement will be worded in such a manner that it is fully binding and irrevocable. It has been our pleasure to provide this investigation for you. If you have any questions, please call. Yours very truly, UPP GEOTECHNOLOGY R. Rexford Upp Certified Engineering Geologist 1083 Registered Civil Engineer 37340 RRU:cb Copies: Addressee (4) Attachments: Figure 1: Site Plan Figures 2 thru 6: Logs of Pits 1 thru 5 Figure 7: Surface /Subsurface Drain Detail UPP GROTIOQ4OLOGY 0 0 0 co 0 m 0 -4 f la 1 1 N .07 ...1 '4, 0 i FM es so.. s f i i k‘ s 1 .4 0, 9 0;i; #44 R O A D ig 0: tnr, 73-4 20 nt O 0 ri rt. 0 t r i:ft 1 0 0 1 C r 1 =7 ill '7 a, i! 1, H. O. •-trn 0 I I I 0 •rn a II 70 ...F I z a b..... I it/ 0 01 rn t X r. r a 10 lik I/ 1- i S' 7 7 vc A an-S*•L'i? -liar-all"' 1 s a fn 2 )0 1/4 conr r •I i F yr e 08. 0 m-1 o. I 4.C......"...‘..folla I 1: st ea 1 6. It s3 aka. s --111 Est sot "ail 287 17 7> 0 a r m A 01 USA's' z g 4 t. me 04 12 4 1 g in RI On on 1 SND SLT '1111IIIII II111111111 n III IIry 11 PIT 1 2 SND SIT I I I III II%III III II II IIII 11 1111111111111 3 CLY SND 4 CLY SND 6 SND.CLY-r 1. SANDY SILT, (ML), very dark brown (10 YR 2/2), slightly moist, 20% angular rock fragments to 3 mostly limestone, loose, very porous, many roots (col luviun) 2. SILTY SAND, (SM), very dark brain (10 YR 2/2), slightly moist, 10% fire subangular gravel, coarse to medium sand, loose, friable (colluvium). 3. CLAYEY SAND, (SC), dark yellowish brown (10 YR 4/4), 10% fire gravel, very stiff, non- friable (colluvium) 4. CLAYEY SAND, (SC), very dark gray (10 YR 3/1), slightly moist, 30% angular light gray limestone fragments to 3 very stiff (colluviim) 5. SANDY CLAY, (CL), dark yellowish brown (10 YR 3/4), moist, 20% coarse sand and fire gravel, very stiff (colluvium) Logged 10/25/85 by R. Upp and S. Connelly 0' -5' -iv' LAG OF PIT 1 UPP GEOTECHNOLOGY f ngmeer prig Geology Geotechn tam Engmeerrng APPROVED By SCALE I 1" 5' LANDS OF MORROW 14821 BOHLk4AN ROAD SARATOGA, CALIFORNIA PROJECT NO. 163.1 1 DATE Nov. 1985 J Figure 2 1 OWL sLT•CL/ I IiThol�l�llnototll1 ulti1illllllllllllllTrnin 2 OYL SLY CLY— PIT 2 1. SILTY CLAY, (CL), dark brown (10 YR 3/3), slightly moist, slightly plastic, subrounded sandstone and claystone gravel to 1" (colluvium A Horizon) 2. SILTY CLAY, (CL), dark yellowish brown (10 YR 4/4), moist, slightly plastic, more clayey than unit above, some gravel (colluvium B Horizon) Logged 10/25/85 by R. Upp and S. Connelly 0 s IDS 1IPP GEOTECMNOLOGY nglnrrrrng Cmloq, Crotechnical Enginee,ing LOG OF PIT 2 LANDS OF MORROW 14821 BOB MAN ROAD SARATOGA, CALIFORNIA APPROVED BY SCALE I 1 =5' PROJECT NO. 163.1 DATE Nov. 1985 I Figure 3 1 OVL SLT CLY e —.a a 1111111I 1p1u p1 -11111 11111111 0 11111 -2 OVL•CLY•SND e PIT 3 Logged 10/25/85 by R. Upp and S. Connelly 0' 5.' 10' 1. SILTY CLAY, (CL), dark brown (10 YR 3/3), slightly moist, slightly plastic, subrounded sandstone and claystone gravel to 1" (colluvium A Horizon) 2. SILTY CLAY, (CL), dark yellowish brown (10 YR 4/4), moist, slightly plastic, more clayey than unit above, some gravel (colluvium B Horizon) 3. SANDY CLAY, light yellowish brown (10 YR 6/4) and olive yellow (2.5 YR 6/6), moist, subrounded gravel, friable (weathered Santa Clara Formation) LOG OF PIT 3 LANDS OF MORROW 14821 BOHLMAN ROAD SARATOGA, CALIFORNIA APPROVED BY SCALE 1" 5' PROJECT NO. DATE 163.1 1 Nov. 1985 1 Figure 4 ti 1,GVL'SLT •CLY 1111 1111 ill 0 0 0 0 2 CLY-GVL SND PIT 4 Logged 10/25/85 by R. Upp and S. Connelly S' —to' —IS' 1. SILTY CLAY, (CL), slightly moist, dark brown, slightly plastic (residual soil) 2. GRAVELLY SAND, light yellowish brown, slightly moist, 30 40% subrounded gravel and cobbles of claystone and sand- stone to 4" (Santa Clara Formation) LOG OF PIT 4 APPROVED BY UPP GEOTECNNOLO Y I ngmeenng Croiogy 4orecM,cal Engineering SCALE LANDS OF MORROW 14821 BOHIMAN ROAD SARATOGA, CALIFORNIA PROJECT NO. DATE 3 GYL SND CLY PIT 5 Logged 10/25/85 by R. Upp and S. Connelly 1 GYL•SLT CLY 11111111, 111111111111111111111111 ,111111, 111111,1III II Il 11 ,11111111 i SLT:CLY 1 111 1 11111 1,111111- IIIg111 11V 11111i u1111 X111111 1 1 1 I III1 11 0' 5' 1. SILTY CLAY, dark brown, slightly moist, slightly plastic (residual soil) 2. CLAYEY SAND, light yellowish brown, slightly moist, 20 30% subrounded gravel (Santa Clara Formation) LOG OF PIT 5 UPP GEOTECHNOLOGY F nglneeclnq Geology Geolecrn.cal Engtneenng APPROVED BY SCALE I 1" 5 LANDS OF MORROW 14821 BOH MAN ROAD SARATOGA, CALIFORNIA PROJECT NO. 163.1 1 DATE Nov. 1985 Figure 6 t a' MIN. 2' max. APPROVED BV b: .e e 0 6'm in 4' dia. SOR 35 ASS plastic DID. Dlec•d with p•r /or•tion• down See Materiel Nets •t min 21 1.11 CLEANOUT DETAIL V•le• e de e S1IRSi1RFACR/SRI IFACT 1/PP GEOTECNNOLOGY I i nm.� y Gni. „ry roe lit in nIn purer uvl SCALE Not to Scale 12'min lap See Material Note #2 1 Lin• trench with 2eotaxill.. See Materiel Note •1 See Material Note •2 I-12' min. -4 SURFACE /SUBSURFACE DRAIN DETAIL GRAIN DFTATI PROJECT NO. 163.1 GROUND LINE 3'min Screw end cep (protected Christy Sox) Cleanout pipe Flush annually Rigid plastic p.rforat.d pipe (holes down) M714IAL NOTES 1. Geotextile should be a non -woven fabric such as: Trevira 1115 or Bidim C 22/U or an approved equal. 2. Permeable material with leas than 496 passing •200 sieve by weight. LANDS OF MORROW 14821 BOHLMAN ROAD SARATOGA CALIFORNIA DATE Nov. 1985 Fivure 7 TUNSTALI ENGINEERING CONSUL r... +TS, INC. 201 John St. Suite K SALINAS, CALIFORNIA 93901 (408) 758.2765 T NK P1 NS /ONS: lir ?0'0 DM, 3 (P C Wan Wfc ae,e5 f ER: WIC ST :I.2 5Tfi<< 4 j s 0 6 T• nRes, 6 l3o 7"oM 67•f x 20 RI N6 TNSION T /2V8X30 2 av/7 57W4 L riled 4/v4ty545 JAW wr i /aril L.,. as/s Utal Mc NM a /o p, ev b 74#4 sy ,iz /5F C lis4 /A -Arz 5scr, /f ^6 36 F Zl.6 K5i_: OTi•#1 ?fg P5F 18,720 /8, ie 0.75X%2 r�r me Sian (Y' I v(h X %Xygo 1 ?YZ ,r 141 4 s V/2 Mr44 W7 3r, 87c #1 OF DATE 773/ 78 SHEET NO CALCULATgD BY CHECKED DJ"- SCAL 6, 2Y0 Fsi_ _24, Goo fls EY,GoO 3, (o 6ayo DATE rp i WT Lt TUNSTA' ENGINEERING CONSUL.ANTS, INC. 201 John St. Suite K SALINAS, CALIFORNIA 93901 (408) 758 -2765 W 7: Of WAT, ,e Vac: 2;1? /Y,. /37 Cr WT O, /y /37A -G1>V L,g r, /rAt L oA03 5E SM /C; (FRDM In C,,2o w VON/3 /eOM Iry /9 Coffin, fir /c now L4regA '/aRcf ?I TTavk fvct 5E /sH /c 7 1.ge EM.° 77' ge/SM /C W/,vO maxim" /WCnr /Mc. c.s. ..Y But 86 flo 3037,9)( 'awe Sr ro /Ns Tin- fileTY l`1 1 v 34 Mites 23 3(, 870Jc 54.E 0,70 As (9,1Dve JOB SHEET NO OF CALCULATED BY DATE CHECKED By DATE SCALE 105 7VG G44 s 98z,/59 Nec) (871/67 3/ 871)X 0.70 /52, 800' G'oVtefl Sox ?or le x 0,6 8 at`o TWA Of/•-,e rel, AMY 7;34W nil Mor 1132 x 20� Oob p,- MRES ?67, t3/F770) 7.7 13,7/041.5 3/ 97,6 x0, z 75 B$�fva 0 1 1 7/ i 1 1 37y B, 6 yo Sta SO(/,FRNt 5 No r 84 yloo q, 478650 Pro Mar tL e,v ,e.N.orY OK TUNSTALL ENGINEERING CONSULTAIk r, J, INC. 201 John St. Suite K SALINAS, CALIFORNIA 93901 (408) 758 -2765 CF/Y77, keoA0 sr P[, L.c. 20 'Mr =29 7 ra 4X444 tcyd OcW itk i X 29 r 5ro, 5n Ca, Fifa/ 77144, 4' 5ro K .94/47 5" w /5" 1 0./z,93 wz 0, /z$7X •780.x/5 /5o1ice SRS q'a Z 60 5' Cac k4ez /PT ,7 5 'r 0,K foo rj 'c G@ Co 30" So, Accow 50[4 Vitt-946 7?? /55,t c l2 2.5x 2.5 P.40 /41._ BE9,vr (f7 ggni m',aw L O A Ofrra 77 /AMCM4,t Cis Tee ,e'17d age reef 10V P fl C' 510e 6 50/ "T fig =0,83 g cs __/70a _Ps, aO psA O4 0 KICDOMI /NF.6E /4c. Cram 1407 01171 JOB SHEET NO CALCULATED BY CHECKED BY SCALE OF DATE DATE TUNSTP ENGINEERING CONSUL ANTS, INC. 201 John St. Suite K SALINAS, CALIFORNIA 93901 (408) 758.2765 j0c 5 4 is x i 4- c;k is 1 I 0,0133 o�t 4 7.? I Wi z so,' q.,4 G' �s/ JOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE 3Y 1 UPP GEOTECHNOLOGY, INC. Engineering Geology•GeotechnicalEngineering •S=FIC= Mr. and Mrs. David Pearce 678 Regas Drive Campbell, CA 95008 SUBJECT: SUPPLEMENTAL INFORMATION GROUND WATER DRAWDOWN WELL LANDS OF PEARCE 14821 BOHLMAN ROAD SARATOGA, CALIFORNIA Dear Mr. and Mrs. Pearce: 1330 S. Bascom Ave. San Jose, CA 95128 (408( 275 -1336 FAX: (408( 287 -3079 D E Q2 19 91 ACA November 27, 1991 Project No. 750.01L4 Serial No. 4985 As requested by Mr. Ron Perlin, Engineer, City of Saratoga, we are pleased to provide this Supplemental Information letter regarding the location and installation of the ground water drawdown well near your property. As the basis for this response, our repre- sentative has visited the well site, and we have reviewed the following letter (copy attached) regarding the subject well: Ground Water Well at TR 7888, by Mr. George Hall, Geotechnical Management, Inc., dated November 13, 1991. We have also reviewed our earlier file information for the Morrow Subdivision, which contained our recommendations for the location and basic design aspects of the well. It is our opinion that the ground water well has been positioned in a location appropriate to our recommendations. (We have included photographs of the well location for your reference.) It should be noted that we were not given the opportunity to observe the well installation, nor were we requested to verify its installation details until recently by the City. Pearce Supplemental Information Ground Water Drawdown Well November 27, 1991 Page 2 (of 2 Pages) The pump system, particularly the water level settings, appears to be appropriate if installed as described to us by representatives of Geotechnical Management, Inc. (GMI). The pump system appears to be functioning adequately, per discussions of its performance char- acteristics with GMI. We appreciate the opportunity to provide this Supplemental Information letter. We will call you in several days to see if this letter meets your needs. Yours very truly, UPP GEOTECHNOLOGY, INC. ford Upp,/ incipal Registered Soil Engineer 2046 Certified Engineering Geologist 1083 JNF:RRU:jw Copies: Addressee (1 -Fax; 1 -Mail) Mr. Ron Perlin, City of Saratoga (1 -Fax; 1 -Mail) Attachments: Figure 1: Ground Water Drawdown Well Location Photographs Enclosures: (copy), Dewatering Well Information letter, by Geotechnical Management, Inc., dated November 13, 1991 UPP GEOTICHNOLOGY. INC. APPROVED 8v UPP GEOTECHNOLOGY Engineering Geology Ceciectnical Engineering SCALE none GROUND WATER DRAWDON]N WELL LOCATION PHOTOGRAPHS LANDS OF PFARCE 14821 Dahlman Road Saratoga, California PROJECT NO. 750.01 DATE November 1991 Figure 1 w GM I Geotechnical Management, Inc. 17500 Skyline Blvd. Los Gatos, CA 95030 (408) 395 -6830 JIM FALLS UPP GEOTECHNOLOGY 1330 SO. BASCOM STE. B SAN JOSE, CA 95128 FAX (408) 354 -5151 R ECEIVED NOV 22 1991 IPP, GE07EfHNOLOGY INC' November 13, 1991 RE: Ground water well TR 7888 This letter is in response to your inquiry about the aboved referenced project. The ground water well was installed as per the plans as drawn by J.M.H. Engineering controls including the monitoring system were installed as per the plans as drawn by Binkley Assoc. The project was inspected and accepted by The City of Saratoga mainly through Neil Rauschhuber, the resident inspector for the City. All documents required by the City for this project were for- warded to the City before acceptance could be obtained. Bill's drilling provided the well drilling we provided the pump controls. Kelex Security provided the alarm system believe also provide maintenance of the alarm system also monitor the ground water well as a redundancy to the Saratoga Fire Dept's monitoring system. G.M.I. maintains the entire water system, which includes the ground water evacuation system. This system is designed to main- tain the ground water level at 40 feet below ground surface of the location of the pump station. The pump is designed to turn on at 41' below ground surface turn off at 45' below ground surface. Ground water is pumped to discharges into the ad- jacent drop inlet that is tied into the storm drain that services Hidden View Lane. A high water sensor is set at 40' below ground surface that triggers the high well water alarm that is being monitored by both Kelex Saratoga Fire Dept. Contractors State License #495597 PAGE TWO As part of our maintenance agreement with the Bohlman Water Assn. we manually run all pumps check the controls on a monthly basis. To date, the ground water evacuation system has been operating as designed. If you have any questions please don't hesitate to call. Your Truly, or• 11 .M. cc: David Pearce MELVIN R. HILL, INC. R.C.E. 19784 142 IE$N lDY AVENUE CAMPSIMIte Ca 95006 449-# FAS i4r'4 3 86179 88092 24 S tytember 3.990 came confusion about the street spec y serving your trs t off tohl i a. Enclosed is a copy of some substa *tiate the road section. no t have the information in their lculatinns c s) r VP r of GMECFEP0 Mr. Brian Morrow 4062 Blackhawk Plaza Circle Danville, Calif. 94506 Dear Brian: /22C 7 9 September 21, 1990 I am here listing in writing the facts which I presented at your homeowners meeting at Houge Paving on Sept. 19, 1990. These facts pertain to the specification, installation and subsequent break up of the private road at your development in Tract 2888 Saratoga, California. 1. There is correspondence, data and recommendations on record from the soils engineering firm of Upp Geotechnology Inc. in 1985 and 1986. Ref: City Project Files) 2. The PLAN FOR THE IMPROVEMENT of TRACT NO. 7888 7 pgs.) designed under the direction of William E. Heiss for Jennings, McDermott, Heiss Inc. is dated 10- 31 -86. Certain documented revisions have been included since then. Road specifications are stated. An included Geotechnical Note states that the "Project Geotechnical consultant Upp Geotechnology shall inspect and approve all road construction and grading, all trench bac'_k£ ill, well construction and subdrain installation These Project Plans were signed by the City Engineer on 7- 21 -88. (There is nothing on record of any other soils engineer) 3. After the Hakone parking lot was installed in Oct. 1988 (3" AC on 8" ABM) and before 4 25 -89 you requested permission from the City Building Dept. to decrease specifications on the private road. You were invited to bring the Project's General Contractor and Geotechnical Engineer to a meeting on 4 -25 -89 at City Offices. In attendance was H. Peacock Arjan Idina B. Morrow Rex Upp et al. It was agreed that if the Project Geotechnical Consultant would re- submit his recommendations that they could be accepted by the City and the starting target date could be 5 -8 -89 Ref: Meeting notes included.) 4. On 4 -27 -89 Upp Geotechnology Inc. communicated his re- commendations to B. Morrow by letter. (Copy included) You submitted these recommendations from this Registered Soils Engineer 2046 and Certified Engineering Geologist 1083 to the City Building Dept. Per statements in this current week from the City Engineers and the Assistant Engineer, those recom- mendations were accepted by all the pertinent people in the above 4 -25 -89 meeting. (This is the last entry of record of Upp Geotechnology Inc. with regard to the private road) 5. On 5 -13 -89 George Hall (Skyline Construction Co.) wrote B. Morrow a letter "a listing of the changes as per your re- quest for the above referred project (Tract 7888). Item 9- Credit of Paving($8 000) changes road specs to "2" AC on 6" aggregate base" (Copy included) 6. On 5 -16 -89 Skyline issued Change Order #3 to Norman B. Houge Inc. "AMEND: Paving and base rock section to 2" AC on 6" aggregate base. Credit $8,000 (Copy included) 7. Hogue Paving completed the installation per Change Order #3. Skyline issued the Change Order #3 per request of B. Morrow. Every other person mentioned in this letter was asked directly by me twice if they were aware that the actual installation was 2 "AC on 6" aggregate base. Each person answered NO to both queries. Houge and Skyline have each stated they have not profited from this change. Brian Morrow made the change on his own responsibility. 8. Neil Rauschhuber states that his inspection letter of 8 -28 -89 was for paving texture as related to a then question of sealing. His letter should be understood in its completeness and not inferred out of context. Refer also to the Approval Notes of the Plan For the Improvement of Tract No. 7888, Pg.l. 9. For trench (und:r the road) compacting tests you changed soils engineers to Melvin R. Hill Inc. Compaction tests results can be found in the City files. 2. 10. In early June Nyal McMullin's General Contractor had the house pad built. This included a sub contract to Klassen Co. and the use of ten -wheel trucks on 6 -5 -90 and 6 -6 -90. On completion it was noticed that the road had failed in two places. 11. Subsequent to the road failure Melvin Hill has submitted to B. Morrow two letters and a road cross section calculation 7- 13 -90, 8 -21 -90 and 9- 17-90. He has also made to me the following statements: A. He did not make road cross section recommend- ations before the road construction. B. He was not aware that the paving contract was completed to 2" AC on 6" ABM until I informed him. C. His 9 -17 -90 calculation was not a recommendation for the subject road. D. A cross section of 2" AC on 6" ABM could be expected to fail with construction truck traffic. 12. The City Engineer and staff have stated on 9 -19 -90 that 2 "AC on 6" ABM could not he expected to support (without failing) traffic of Saratoga fire trucks. Their normal requirement for city (public) streets is a T.I. =5 on R =15 soil. Their absolute minimum cross section required is 2)" AC on 6" base. Private roads require the Developer to use professional consultants. (Copies included) Brian, we do not have any recource through the city even if they did release your bond money. In four homeowners meetings you have not made a repair proposal for our acceptance. Instead you have attempted to maneuver us to take this responsibility and initiative ourselves. This would be foolish on our part. We intend to hold you ultimately responsible including any further damage from rain. We remain willing to contribute. Please accept your responsibility and submit a reasonable proposal to us. Sin u homeowner 3• Brian Morrow 4062 Blackhawk Plaza Circle Danville, CA 94506 Dear Sir: We have reviewed the compaction reports and the street section for Tract 7888 in Saratoga, California. We have concluded that the compaction and the street sections were sufficient for the subject tract. However, because of excessive heavy traffic over the access road, portions of the road are in poor condition. We recommend that the road have minimum repairs done at this time in order to prevent it from further deterioration during the rainy period. After about April 15th and after construc- tion is completed, we recommend that additional repairs be completed in order to bring the road into its previous com- pleted state. If you have any questions, please feel feel free to call me at my office. Yours truly Melvin R. R.C.E. 1970 Qtr ESS:4 4,4 fie,cON R. e 1 e x cp ILI N6. a it xp. Sep. 30, 1993 ��q CIV n1. P t, F OF C A.\F� MELVIN R. HILL, INC. R.C.E. 19704 142 KENNEDY AVENUE CAMPBELL, CA 95008 408 866 -1546 FAX 866 -1375 88092 21 August 1990 Brian Morrow Investments c/o Video Wherehouse 14170 Blossom Hill Road Los Gatos, CA 95030 Dear Sir: MELVIN R. HILL, INC. RCE 19704 142 KENNEDY AVE. CAMPBELL, CA 95008 (408) 866 -1546 FAX 866 -1375 88092 13 July 1990 We have made inspections of the roadway leading from Bohlman Road to Tract 7888 in Saratoga, California. We have observed at least two places where the road has subsided and has rutted. Both of these areas were on inside curves. The contractor excavated through a small portion of the heavily rutted area. This section had been built with the paving section meeting or exceeding the specifications of the City of Saratoga. The soil was moist in this area at the time of my investiga- tion. It is probable that due to the recent earthquake, mois- ture conditions have been changed throughout the Santa Cruz Mountain area. It appears that a spring has developed in the area of the roadway. In order to repair the damaged road, I suggest that a drain line be installed on the upslope, inside edge of the roadway. This shall be at least 18 inches wide and at least 4 feet deep. A 4 inch perforated pipe (perforations down) shall be installed beginning approximately where the storm drain is lo- cated. This pipe should continue below all utilities and daylight just uphill from the retaining wall. Make sure that the rain water daylights to an approved energy dissipater. There is some question in regards to the status of the road in conjunction with the proposed construction. If additional heavy traffic is required on the road, than I suggest that a minimum of repairs can be done at the present time, and each of the rusts can be repaired by cutting them out, adding 8 inch of deep lift asphalt well rolled to the City of Saratoga standards. This is a minimum repair and is only of a tem- porary nature. 88092 2 When heavy traffic has ceased, the road can then be repaired on a more permanent basis. If there are any questions, please feel free to call me at my office. Yours truly, Melvin R. Hill R.C.E. 19704 We have y Road te I at treat retted. ctimts a in ea a ss ewe a The contractor sxaavaeted *trough a small pertian of the heavily rotted Brea. t' is .sectien had been built wits the paving section meeting oft seceding the speda.ficatien Of this City el Seaton The soil wasa motet in t e s alrea at liwt time of my esti t$on, It is profile th4lt dse to tba recent earthge e ma l tl conditions have been changed throughout the Sai*a cites Meortain area. It appears that a sprang ha* developed in the a tee of the roadMaY. I order to repair the damaged read, I suggest that a drain 1 e be indtallsd on t upslope, inside edce of the roadway. shell be at lead 18 inches vide and at least 4 feet deep. li 4 inch fleet led pipe (perforations down) shall be installed begin nic imately where the storm drain As lo- cated. This le d continue below all utilities and daylight jest a 11 the the retaining wall. mate sure that the rain water light, to an approved energy dissipater. Tare is sane question tf regards to the status of tame road in cmnjunctioh with the annaposed construction. If additional heavy traffic is rea ftsd on the road, than 1 suggest that a minimum of repairs cell be done at the present time, and each of the rusts can be **paired by cutting them out, wing 8 dash of deep lift aspisit well rolled to the City of Saratoga standards. This is a minimum repair and is only of s tsm- p4rary nattpre. sae 13 J la lead from 1e1 t a. We have mb$e h as subsiaed and h*S tide curves. P. E +3 L k ice'!' 3 ti#4. 1 1 1't.! :t, i.r +l e tt 1 11q 'I Y fit 11I I i 1' II Hik'a in t' dtlilli•llt 4.1 1 1 1,1; t' t 1'Y •,1 t 4 i 11f+ 1 v •1 t ;t if 11•4 ilt 111: ?t P, i 4(1 117 1 f: It.) '4t 115 c kc it 1+1 ..'11t,y1 -re f' ti'II I 1 1 ull 11'1 .r, 1 ..t'1 1: 780 Union Avenue Campbell, CA 95008 589 T €te$i ne (408) 377:0727 June 19, 1990 Mr. Barrett Anderson 28070 Jacks Rd. Saratoga, CA. 95070 Dear Mr. Anderson: This is in response to your question regarding the need to under- ground a newly installed electrical line now visible from your residence. The lateness of my response is due to its dependence on information from P.G E. which I recently received. Initially, you were concerned that the developer of Tract 7888 (Morrow) had installed a new line above ground which was in conflict with subdivision conditions. As it turns out, the line in question was not related to new utility service for this subdivision. Rather, the line was relocated by P.G. E. for maintenance purposes. The City Code requires all new utility service to be located underground. An exception to this requirement allows replacement of existing lines in the same location. Since P.G. E. located the line in a substantially new location, the line was subject to undergrounding provisions. Because the project is in conflict with the City Code, I have informed P.G. E. that the line will need to be underground or a variance must be obtained from the Planning Commission. I hope this clarifies any questions you still have regarding the relocation of this line. Please feel free to contact me directly if you have further concerns. Since Printed on recycled paper ove r/faci- 7sii oan of Aun Step f Emsli Planning Director cc: Larry Perlin, City Engineer 13777 FRUITVALE AVENUE SARA"IOGA, CALIFORNIA 95070 (408) 867 -3438 COUNCIL MEMBERS: Karen Anderson Martha Clevenger David Moyles Donald Peterson Francis Stutzman Pacific Gas and Electric Company 750 West Olive Avenue Sunnyvale, CA 94086 40817252294 June 8, 1990 Mr. Arjan Idnani Assistant Civil Engineer City of Saratoga 13777 Fruitvale Avenue Saratoga, CA 95070 Dear Mr. Idnani: Tract 7888, Bohlman Road, Saratoga S.D. 0541E06303 This is in response to your request that PG &E provide you with a letter justifying a primary 12 kV relocation spanning the canyon between the subdivision and Bohlman Road. In past years, PG &E has had numerous outages during inclement weather due to the excessively long span and tree growth problem. To improve service reliability, PG &E took this opportunity to shorten the span approximately 340' to a more aesthetic and convenient location. I am enclosing a working sketch for your review. If I can be of further assistance in this matter, I can be reached at (408) 725 -2011. Sincerely, Enclosure RTT:kdd Reuben T. Tsujimura New Business Representative .'0 C2<e v-P 7 nR74r.✓ cr Aft grA clAh It I S1` ele-- S-e-e- 7 4 -c ©vts 'u &L' A gerktmet-i e2 eztd Pacific Gas and Electric Company 750 West Olive Avenue Sunnyvale, CA 94086 40817252294 June 8, 1990 Mr. Arjan Idnani Assistant Civil Engineer City of Saratoga 13777 Fruitvale Avenue Saratoga, CA 95070 Dear Mr. Idnani: Tract 7888, Bohlman Road, Saratoga This is in response to your request letter justifying a primary 12 kV re between the subdivision and Bohlman In past years, PG &E has had numerous weather due to the excessively long To improve service reliability, PG &E shorten the span approximately 340' convenient location. S.D. 0541E06303 that PG &E provide you with a location spanning the canyon Road. outages during inclement span and tree growth problem. took this opportunity to to a more aesthetic and I am enclosing a working sketch for your review. If I can be of further assistance in this matter, I can be reached at (408) 725 -2011. Sincerely, Reuben T. Tsujimura New Business Representative Enclosure RTT:kdd '0 J Printed on recycled paper. June 4, 1990 John 0. Brooks, President and CEO The Bank of Pleasanton 555 Peters Avenue Pleasanton, CA 94566 RE: Morrow Investment, Ltd., Tract 7888 Bohlman Road, Saratoga Set Aside Funds TCD 002286 Dear Mr. Brooks: On June 4, the City of Saratoga granted final acceptance of the improvements required as part of Tract 7888. You are hereby authorized to release to Morrow Investment, Ltd., the $75,000 Impound Account set aside to guarantee the completion of the improvements as stipulated in the attached "Set Aside Letter" dated September 28, 1989. Should you have any questions about this, please give me a call at (408) 867 -3438. SinGerely, Harry. Peacock City anager LIP:kc c in g 137771 \'.ALI ?.AAG� SAHA (408) 8(i7 -3438 cc: Brian Morrow, Morrow Investment, Ltd. City Engineer V1 IFOfl>l:Ag_>U7( COUNCIL MEMBERS: Karen Anderson Martha Clevenger David Movies Donald Peterson Francis Stutzman September 28, 1989 City of Saratoga 13777 Fruitvale Avenue Saratoga, CA 95070 Attention: City Manager RE: Morrow Investment, Ltd., Tract 7888 Bohlman Road, Saratoga Set Aside Offsite Funds Gentlemen: (415) 482.2265 555 Peters Avenue Pleasanton, CA 94566 The Bank of Pleasanton has arranged a special impound account for Morrow Investment for the construction of 4 improved lots in Tract 7888. Construction by Morrow Investment, Ltd., including drainage facilities, water system, bridge, surface street and retaining walls. The Bank of Pleasanton agrees that it will impound into a special account the sum of $75,000.00 for subdivision and offsite improvements. This set aside amount is to be impounded at the Main Office of The Bank of Pleasanton and is vested under TCD 002286. The funds in said impound are subject to withdrawal upon the approval of Brian Morrow except as otherwise provided herein. Said funds are to be released only upon evidence that The City of Saratoga has approved the subject improvement and will release this executed set aside letter. The Bank of Pleasanton agrees that $75,000.00 in said impound is for the use and benefit of The City of Saratoga in connection with the above mentioned sub- division and offsite improvements and for no other purpose. In the event Morrow Investment, Ltd. fails to complete and /or pay for subdivision or the offsite improvements as required by The City of Saratoga, the sum of $75,000.00 shall be available to The City of Saratoga and will be disbursed to the City upon your written demand outlining the default. This document supercedes the "Set Aside Letter" dated October 17, 1988. Sincerely, s and Chief Executive Officer ACKNOWLEDGED AND AGREED TO: Brian Morrow Morrow Investment, Ltd. By: of Saratoga RE: Printed on recycled paper. OEU7 of 13777FRLITV ALI::AA'NNl1 :.S.AK,ATO(,,- \LFORNL \95O7O 1408) 8673438 TO: Harry R. Peacock, City Manager Date: June 4, 1990 FROM: Larry I. Perlin, City Engineer Final Acceptance for Tract 7888 Name Location Brian Morrow, Bohlman Road All improvements required as part of the above referenced project have been satisfactorily completed. Consequently, I am prepared to grant final acceptance of the improvements at this time. Please indicate your concurrence with this by signing below in the space provided. Also, please sign the Release of Security on the attached Security Deposit form(s) so that the immprovement security posted for this work may be released to the owner /de- veloper. Upon signing, please return all forms to me for proc- essing. The following information is provided for your use: 1. Owner /Developer: Brian Morrow Address: Blackhawk video and Photo 4062 Blackhawk Plaza Circle 2. Security to be Released: Type: Impound Account Amount: $75,000.00 Danville, CA 94526 Karen Anderson Martha Clevenger David Moyles Donald Peterson Franc's Stutzman COUNCIL MEMBERS: Issuing Company: The Bank of Pleasanton Bond, Certificate or Account No. TCD 002286 Printed on recycled paper. Page 2 3. Remarks: No Security Deposit form was completed for the Impound Account. Instead, please sign attached letter. City Engi eer Date Very truly yours, Binkley Associates p Lttil CONSULTING ENGINEERS City of Saratoga 13777 Fruitvale Ave. Saratoga, CA 95070 Attention: Larry Perlin, City Engineer RE: Acceptance of water system extension to serve Tract 7888, Saratoga Gentlemen: This firm has completed water system acceptance services for the City of Saratoga as outlined in our letter to the developer, Brian Morrow, dated May 18, 1990. We have observed pressure testing and the results of the contractor's coliform testing. In addition, we have observed the automatic operation of the pumps and walked the completed pipeline route and the water storage tank site. We did not conduct Hydrant Flow Tests or tests of the alarm system. We understand the Saratoga Fire District has conducted these tests and will report their results directly to the City of Saratoga. Based on the results of our tests and observations, the water system appears to be performing as designed, and we therefore recommend acceptance by the City. We note here that the supply system has capacity for one additional one -inch service connection. Brian Morrow informs us that he is furnishing the City a copy of the water association by -laws under separate cover. We enclose Mr. Morrow's letter to the City of Saratoga requesting release of set -aside funds. BINKLEY ASSOCIATES G. R. Binkley, P. E. President GRB /dc cc Brian Morrow C C Tank Skyline Construction HYDRAULICS WATER RESOURCES WATER AND SEWAGE FACILITIES May 24, 1990 7246 SHARON DRIVE SAN JOSE CALIFORNIA 95129 (408) 257 -9252 9 1.,90 CITY OF SARATOGA CITY ENGINEER'S OFFICE MIL /t°; ..t City Of Saratoga 13777 Fruitvale Ave. Saratoga, Calif. 95070 City Manager Mr. Harry Peacock Dear Harry, May 12, 1990 We have completed, inspected, and signed off tract 7888 in the city of Saratoga. I therefore request the set -aside letter be signed off and returned to my bank as soon as poss- ible. 4062 Blackhawk Plaza Circle Danville, CA 94526 (415) 743 9444 Fax (415) 743 9462 Thank you no�rely, Brian Morrow Steven Emslie Planning Director City of Saratoga 13777 Fruitvale Ave. Saratoga, CA 95070 Dear Mr. Emslie: Barrett C. Andersen M.D. 20870 Jacks Rd. Saratoga, CA 95070 April 26, 1990 RECEIVED MAY -1 1ggp PLANNING nv I am writing in responce to your letter of October 17, 1989, responding to my question raised at the 9 -27 -89 planning commision meeting concerning new overhead power utility lines. As you know Arjan Idnani indicated that the utility lines referred to above are existing lines, which are not subject to underground requirements. although this may be how you have designated them, they are entirely new lines going across new virgin territory and are attatched to a brand new power pole, which had not previously been in place. These were PGE power lines and after forming my objections as a single individual and without a broad base of support, I felt I would not pursue it any further. However, I have now noticed that in this same direction there is now a really heavy black wire running across the same area, which undoubtedly is cable TV. Certainly this is not a replacement line, as there has never been cable TV in that area. I therefore feel this is a violation of the city general plan for underground utility, particularly in the face of extensive cost of putting utilities underground along Big Basin Way. As long as were discussing tract 7880 (Morrow), I would like to also express my concern for excessive water run off into the creek which runs through my property. Certainly the past 4 years have been no problem, but hopefully, one of these years we will have a normal rainy season. Should that occur, I am concerned the extra run off in the creek running through my property, could cause land erosion. I hope your city engineers have taken this into consider- ation and have made provisions to anticipate this event. Perhaps you can Letter Steven Emslie remember the past flooding across Big Basin Way and the tennis court at Saratoga Oaks. This is the same creek. I hope you'll take this information in consideration, and would appreciate your reply. BCA /jgh cc: Frances Stutzman, M.D. Tod Argow, City of Saratoga 2 Sincerely-- 9durs, Barrett C. Andersen M.D. SARATOGA FIRE PROTECTION DISTRICT COUNTY OF SANTA CLARA 14380 SARATOGA AVE. SARATOGA, CALIFORNIA 95070 Telephone: (408) 867 -9001 April 25, 1990 City of Saratoga Engineering Dept. Attn: Arjan 13777 Fruitvale Av. Saratoga, California 95070 Dear Arjan, This is to inform you that the water system supplying the Morrow development on Bohlman Rd is operational and meets the Saratoga Fire District's requirements for water flow and alarm system reporting. The District also will put a Fire Dept. Medeco lock on the gate accessing the alarm panel. This is for access ability to reset the panel when needed. The developer can start his project now. If your department has any questions, please feel free to call me. cc: file Respectfully, Ernie Kraule, Chief Saratoga Fire District CITY ENGINEER'S INE^ R'S OFFICL Binkley Associates Brian Morrow MIL c/o Blackhawk Video Photo 4062 Blackhawk Plaza Circle Danville, Ca 94526 Dear Brian: CONSULTING ENGINEERS HYDRAULICS WATER RESOURCES WATER AND SEWAGE FACILITIES February 13, 1990 RE: Tract 7888 Saratoga Water system Per your request on today's date at 3:00 PM we visited the subject site. At the site, the tank erection crew had just completed installing the bolted steel floor and were starting to assemble the walls. I could not determine visually if the sand condition mentioned in our previous letter had been corrected, however, the tank erectors indicate that the sand bed appeared adequate. Per the request of George Hall, we are scheduling a final inspection including operation of pumps, controls, and the distribution system, for Friday afternoon, February 16. We note here that a tank drain valve still needs to be installed and the grading and base rock still need to be installed (by Skyline). We enclose a set of specifications originally furnished to C C Tank. The tank specifications do not include disinfection of the tank and this should be added to their scope since it appears that George Hall's work, including disinfection of mains will be completed prior to comaTetion of the tank. Very truly yours, BINKLEY ASSOCIATES G. R. Binkley, P. E. ,y� President *Stijl �6�' GRB/ res enclosure cc: City of Saratoga Larry Perlin w /incl V Skyline Construction George Hall w /incl 724E SHARON DRIVE e SAN JOSE CAI IFnRNIA 05190 (4fP) 25 A ft J Binkley Associate,, CONSULTING ENGINEERS I A Brian Morrow MIL Development c/o Blackhawk Video Photo 4062 Blackhawk Plaza Circle Danville, Ca 94526 HYDRAULICS WATER RESOURCES WATER AND SEWAGE FACILITIESU RE: Water system tract 7888 Saratoga Dear Brian: FEB 9 1990 February 5, 1990 CITY OF SARATOGA CITY ENGINEER'S OFFICE On today's date per your request we visited the job site to observe construction progress at the water tank. On the way to the tank site, construction personnel were observed installing water meters. In addition, it appears that the pump control panel has been installed at the pump station. Some water tank steel has been delivered to the tank site and some of the steel has been off loaded at Bolhman Road near the entrance to the project. At the tank site there were no signs of activity. A concrete grade ring foundation has been installed and oil saturated sand is in place. We make the following notations: 1) Oil saturated sand is low in a few places and the compacted surface of the sand should be raised equal to or slightly above (1/4 inch max.) the top of the concrete. 2) All rock and gravel should be removed from the surface of the sand. 3) The cut bank at the rear of the tank is vertical and should be sloped according to the plans. 4) Base rock should be placed according to the plans. 5) The tank drain does not appear to be complete. 6) Tank water level controls are not in place (this obviously cannot be accomplished until the tank is constructed). 0 d 7246 SHARON DRIVE SAN JOSE CALIFORNIA 95129 14OS) 257 -9252 Brian Morrow February 5, 1990 We are advising the contractor of these observations by carbon copy of this letter. Very truly yours, BINKLEY ASSOCIATES G. R. Binkley, P. E. President GRB /res cc: Skyline Construction Company City of Saratoga Larry Perlin L 2 October 17, 1989 Mr. Barrett Anderson 28070 Jacks Road Saratoga, CA. 95070 Dear Mr. Anderson: This is in response to your question regaraing the installation of new overhead service to Tract 7880 (Morrow) you raised at the 9/27/89 Planning Commission meeting. I have discussed your question with the City's Associate Civil Engineer, Arjan Idnani, who is familiar with the improvement plans for this subdivision. Mr. Idnani indicated to me that the utility lines you referred to are existing lines which are not subject to undergrounding requirements. The new utility service is required to be installed underground. The improvements plans approved by the City Engineer reflect the retention of overhead lines which cross the creek. Thank you for your interest and please do not hesitate to call me if you have any questions. Sincerely, Stephen Emslie Planning Director cc: Planning Commission Engineering Dept. Enc. SE /dsc 1 :3777 Flit 'I"I \'ALI;A \ENI'I SAH,vn OA.CALIFORNIA95070 (4081 807-34:38 Karen Anderson Martha Clevenger David Movies Donald Peterson Francis Stutzman COUNCIL MEMBERS: October 6, 1989 Mr. Harry Peacock City of Saratoga 13777 Fruitvale Avenue Saratoga, CA. 95070 Re: Morrow Investments Ltd. Tract No. 7888 Dear Mr. Peacock: We are in receipt of your letter dated September 28, 1989 authorizing a reduction in Morrow Investments impound account from $150,000 to $75,000. Enclosed is a set -aside agreement dated September 28, 1989 in the amount of $75,000 to replace the agreement dated October 17, 1988. Please return to us the enclosed copy of the agreement with your signature, and the original $150,000 agreement dated October 17, 1988. Sincerely, f //t J it ti d Ill GregcO'y CvAnderson Assistant Vice President GCA /sko Enclosures (415) 462 -2265 555 Peters Avenue Pleasanton, CA 94566 OCT 10 1989 -J CITY OF SARATOGA (aim._ nR ti GFR'g OFFICE MEMORANDUM TO: FROM: SUBJECT: The Planning determine if completion of Please advise this question. Stephen Planning SE /dsc 13777 FRUITVALE AVENUE SARATOGA. CALIFORNIA 95070 (408) 867 -3438 Neil Arjan Stephen Emslie Resident's concern regarding overhead utilities DATE: 10/2/89 At the September 27, 1989 Planning Commission meeting, a resident, Barrett Anderson of 28070 Jacks Road, questioned the installation of overhead utilities from Bohlman Road to Tract 7888 (Morrow). The resident understood that service to developments must be undergrounded. Commission asked me to follow up on this question to new overhead lines will be undergrounded prior to the subdivision improvements. as to the status of undergrounding so I may respond to September 28, 1989 City of Saratoga 13777 Fruitvale Avenue Saratoga, CA 95070 Attention: City Manager RE: Morrow Investment, Ltd., Tract 7888 Bohlman Road, Saratoga Set Aside Offsite Funds Gentlemen: The Bank of Pleasanton has arranged a special impound account for Morrow Investment for the construction of 4 improved lots in Tract 7888. Construction by Morrow Investment, Ltd., including drainage facilities, water system, bridge, surface street and retaining walls. The Bank of Pleasanton agrees that it will impound into a special account the sum of $75,000.00 for subdivision and offsite improvements. This set aside amount is to be impounded at the Main Office of The Bank of Pleasanton and is vested under TCD 002286. The funds in said impound are subject to withdrawal upon the approval of Brian Morrow except as otherwise provided herein. Said funds are to be released only upon evidence that The City of Saratoga has approved the subject improvement and will release this executed set aside letter. The Bank of Pleasanton agrees that $75,000.00 in said impound is for the use and benefit of The City of Saratoga in connection with the above mentioned sub- division and offsite improvements and for no other purpose. In the event Morrow Investment, Ltd. fails to complete and /or pay for subdivision or the offsite improvements as required by The City of Saratoga, the sum of $75,000.00 shall be available to The City of Saratoga and will be disbursed to the City upon your written demand outlining the default. This document supercedes the "Set Aside Letter" dated October 17, 1988. Sincerely, Brian Morrow Morrow Investment, Ltd. (415) 462 -2265 _5P§idep( and Chief Executive Officer ACKNOWLEDGED AND AGREED TO: 555 Peters Avenue Pleasanton, CA 94566 By: of Saratoga 13777 FRI ITV',-VLE AV'EN'I'E SARATOGA, CALIFORNIA 95070 1408)867-34:38 September 28, 1989 Mr. John Brooks Bank of Pleasanton 555 Peters Avenue Pleasanton, California 94566 Re: Morrow Investments, Ltd. Tract No. 7888 Saratoga, California Dear Mr. Brooks: The City has received certification from William Heiss, civil engineer for Tract No. 7888, that outstanding work for which your bank holds the impound account has been reduced to $60,170. The City hereby authorizes a reduction in the impound account from $150,000 to $75,000. Sincerely, COUNCIL MEMBERS: Karen Anderson Martha Clevenger David Moyles Donald Peterson Francis Stutzman Harr R. Peacock City Manager cc: City Attorney Brian Morrow (4062 Blackhawk Circle, Danville CA 94526) City Council George Hall (Skyline Construction, 16890 Skyline Blvd., Los Gatos 95030) JMH City of Saratoga 13777 Fruitvale Avenue Saratoga, CA 95070 Attn.: Harry Peacock City Manager Dear Harry: l Engineering JENNINGS McDERMOTT HEISS, INC. SUITE 200 286 -4555 925 REGENT STREET SAN JOSE, CA. 95110 Land Planning Land Surveying September 26, 1989 Re: Our Job #2711 At the request of Brian Morrow, we have reviewed the progress status of Tract No. 7888. It is my understanding that Mr. Morrow desires to reduce the amount of security presently posted with the City of Saratoga for completion of the work based upon the project being nearly completed. We have discussed the project with Mr. Morrow, with his general contractor, Skyline Construction, with the City Inspector and with Mr. Bob Binkley, the water consultant. Based upon these conversations and our visual examination of the project, we find that the bulk of the work has been completed with the exception of a few items. Itemized below are those items of work we are aware of, with our estimated cost, based upon bid prices, for completing the work. Work to be completed: 1. Complete Water Pump Station $5,000.00 2. Complete Ground Water Draw Down Well $5,000.00 3. Automatic Dialer for Well $1,500.00 4. Pad for Water Storage Tank $6,000.00 5. 125,000 Gallon Water Tank $28,700.00 6. Complete Emergency Access Road $5,000.00 7. Erosion Control for Water Line Trench and Storm Drain Lines $1,500.00 8. Binkley, P.E. $1,000.00 9. Jennings McDermott Heiss, Inc. $1,000.00 TOTAL $54,700.00 Contingencies 10% 5,470.00 GRAND TOTAL $60,170.00 In addition to the above work yet to be done, we are also aware of the following outstanding bills for completed work. These amounts are as follows: Skyline Construction Jennings- McDermott- Heiss, Inc. Robert Binkley, P.E. In the case of the Skyline Construction bill still 5% retention being retained by Mr. Morrow until the job We trust with this information in hand, you will be portion of the funds as requested by Mr. Morrow. Please need any clarification or additional input regarding our cc: Brian Morrow Skyline Construction Very tru)y yours, $67,756.53 $4,700.00 $4,000.00 due, this includes a is completed. able to release a let me know if you estimate. JENNINGS McDERMOTT HEISS, INC. C IVIL ENGINEERING LAND PLANNING IH City of Saratoga 13777 Fruitvale Avenue Saratoga, CA 95070 Attn.: Harry Peacock City Manager Dear Harry: .ti At the request of Brian Morrow, we have reviewed the progress status of Tract No. 7888. It is my understanding that Mr. Morrow desires to reduce the amount of security presently posted with the City of Saratoga for completion of the work based upon the project being nearly completed. We have discussed the project with Mr. Morrow, with his general contractor, Skyline Construction, with the City Inspector and with Mr. Bob Binkley, the water consultant. Based upon these conversations and our visual examination of the project, we find that the bulk of the work has been completed with the exception of a few items. Itemized below are those items of work we are aware of, with our estimated cost, based upon bid prices, for completing the work. Work to be completed: 1. Complete Water Pump Station $5,000.00 2. Complete Ground Water Draw Down Well $5,000.00- 3. Automatic Dialer for Well $1,500.00 4. Pad for Water Storage Tank $6,000.00 5. 125,000 Gallon Water Tank $28,700.00 6. Complete Emergency Access Road $5,000.00 7. Erosion Control for Water Line Trench and Storm Drain Lines $1,500.00 8. Binkley, P.E. $1,000.00 9. Jennings- McDermott- Heiss, Inc. $1,000.00 Contingencies 10% JEN'NI\IGS McDERMOTT HEISS. k r SUITE 200 286 -455 925 REGENT STREET —SAN JOSE, CA. 95110 Land Planning September 26, 1989 Re: Our Job #2711 Land Sun eirng TOTAL $54,700.00 5,470.00 GRAND TOTAL $60,170.00 t ittr In addition to the above work yet to be done, we are also aware of the following outstanding bills for completed work. These amounts are as follows. Skyline Construction Jennings McDermott- Beiss, Inc. Robert Binkley, P.B. In the case of the Skyline Construction bill still 5% retention being retained by Mr. Morrow until the job We trust with this information in hand, you will be portion of the funds as requested by Mr. Morrow. Please need any clarification or additional input regarding our cc: Brian Morrow Skyline Construction Very truly yours, William eiss $67,756.53 $4,700.00 $4,000.00 due, this includes a is completed. able to release a let me know if you estimate. JENNINGS McDERMOTT HEISS, INC. CIVIL ENGINEERING LAND PLANNING August 28, 1989 Brian Morrow MIL Development c/o Blackhawk Video Photo 4062 Blackhawk Plaza Circle Danville, CA 94526 Re: Request for Reduction of Funds in Set Aside Account Dear Mr. Morrow: I have reviewed the original set aside requirements for Tract 7888 and they did include $144,000 for the proposed water system. The original set aside of $386,905 was reduced by the City last Fall to $150,000 when you changed banks, even though in retro- spect this was much more than should have been allowed consider- ing the amount of work left to be completed. Given the current situation relative to the improvements yet to be made and the fact that none of the project has as yet been accepted, no fur- ther release of funds is warranted at this time. Should you wish to appeal this decision to the City Council you may do so within ten days of the date of this letter by filing an appeal with the City Clerk and paying the standard $50 appeal fee. The matter will be placed before the City Council within 30 days of the filing of the notice to appeal. Sincerely, Harry a2. Peacock City Manager jm cc: City Engineer City Attorney City Council UMW o2 ono 13777 SARATOG CALIFORNIA 95070 (408) 867 -3438 Karen Anderson Martha Clevenger David Moyles Donald Peterson Francis Stutzman COUNCIL MEMBERS: CzOn off August 28, 1989 Brian Morrow MIL Development c/o Blackhawk Video Photo Danville, Ca. 94526 Re: Tract 7888 Dear Brian: 13777 FRI IIV'.ALL::AV'I {.A'l 'E 1408) 867 3-438 A 9 5070 C !.'CIL MEMBERS: AU G 2 1989 Karen Anderson Martha Clevenger CITY OF SARATOGA oavid Moy CITY ENGINEER'S OFFIG Stotzman On July 25, 1989 an inspection was made on the above mentioned project. At that time the paving and storm drain are found to be in compliance with City standards. However, this letter doesn't grant or imply an acceptance of the project. This is just an informa- tional correspondence to allow you to verify and organize future work, in order to complete this project in a timely fashion. Perpetual maintenance on this tract will still be the sole responsibility of the developer for all improve- ments. The main item needing to be addressed is the fire access road which is not complete at this time. Thank you, Neil Rauschhuber Public Works Inspector NR /df cc: City Manager George Hall Hogue Construction City Engineer Iv MYIEM f August 25, 1989 Dear Neale and Brian: Since George Hall IRM`u M U CI CAll COO CMJ G°Fz f papie AUG 2 9 1989 CITY OF SARATOGA CITY ENGINEER'S OFFICE Enclosed is a copy of a registered letter I received today from our friend Williams. I also included my response for your files. For your information Neale, I also enclosed a copy of a letter by Viki Williams exhonorating us from the responsiblity for the spoils they dumped by the new road. 16890 Skyline Blvd. Los Gatos, CA 95030 (408) 395 -6830 August 28, 1989 Brian Morrow MIL Development c/o Blackhawk Video Photo Danville, Ca. 94526 Re: Tract 7888 Dear Brian: On July 25, 1989 an inspection was made on the above mentioned project. At that time the paving and storm drain are found to be in compliance with City standards. However, this letter doesn't grant or imply an acceptance of the project. This is just an informa- tional correspondence to allow you to verify and organize future work, in order to complete this project in a timely fashion. Perpetual maintenance on this tract will still be the sole responsibility of the developer for all improve- ments. The main item needing to be addressed is the fire access road which is not complete at this time. Thank you, Neil Rauschhuber Public Works Inspector NR /df O 17 of cc: City Manager George Hall Hogue Construction City Engineer 13777 Flit 'LfV'.ALF.AVENT 1{ S.AIt.A l( /G.A, C:ALIFORNLV 95070 (4081 867 Karen Anderson Martha Clevenger David Moyles Donald Peterson Francis Stutzman COUNCIL MEMBERS: Dear Mr. Spangler: Binkley Associates CONSULTING ENGINEERS HYDRAULICS WATER RESOURCES WATER AND SEWAGE FACILITIES John Spangler C C Tank Company 2740 San Juan Highway San Juan Bautista, CA 95045 August 25, 1989 RE: 125,000 gallon bolted water tank for Brian Morrow Tract 7888, Saratoga Per authorization of Mr. Morrow and our telephone con- versation today, please furnish and install the subject tank for the sum of $41,000. Per your proposal Brian Morrow is sending his check for $12,300 (30% down) together with credit information under separate cover. We understand that delivery time is six weeks maximum, and since time is of the essence, your prompt attention to this order will be appreciated. Payment terms of 30% down with 60 upon completion are acceptable. Ten percent retention is due after 30 days upon approval or acceptance of the tank by the City of Saratoga. Please note that you are to assemble the tank on an oil saturated sand bed and concrete ring foundation (by others) and that the proposed steel grade ring is not needed. In place of the steel grade ring, you are furnishing and installing a half- travel liquid level indicator and expansion joint /sealant to be placed between the tank floor and the concrete ring footing. You are also to furnish a California licensed professional engineer certification of the tank structural calculations. Please refer to the enclosed bolted steel tank specifications which are a part of this order and shall be adhered to. The tank exterior color should be shop applied dark forest green. A color sample shall be made available to the owner and the City of Saratoga for approval. The following items on your shop drawings are incorrect and should be corrected as follows: 1) Spillway crest is six inches below the top of the tank wall (not 14 inches). 7246 SHARON DRIVE SAN JOSE CALIFORNIA 95129 (408) 257-9252 John Spangler August 25, 1989 Page 2 2) The eight inch and four inch tank inlet and outlet elbows by others are schedule 40 steel (not ductile iron). 3) The two inch tank fill threaded coupling should be welded to the roof deck with vertical centerline approx- imately eight inches distant from the roof access hatch. 4) The 2 1/2 inch screened steel overflow line is be carried down the exterior of the tank with a 45 degree elbow near the base and discharge six inches above the tank floor. If you have any questions regarding this order, please contact Brian Morrow or the undersigned. GRB /hkf enclosure cc: Brian Morrow 155cc.PW1 Very truly yours, -0- TRAC 38. SARATOGA BOLTED STEEL TANK SPECIFICATIONS 1 STEEL FLOOR AND WALLS 10 GAUGE MIN. THICKNESS. ROOF IS 12 GAUGE MIN. THICKNESS. CONSTRUCT IN ACCORDANCE WITH CURRENT AWWA D103 -87 STANDARDS AND APPROVED TRICO PLANS AND SPECIFICATIONS. 2. TANK TO BE DEMONSTRATED TO BE LEAKAGE FREE PRIOR TO ACCEPTANCE. FLOOR JOINTS SHALL BE TESTED FOR LEAKAGE USING THE VACUUM METHOD PRIOR TO FILLING. 3. TANK STRUCTURE TO BE CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER, FOR NORMAL ROOF PRODUCT LOADING, EARTHQUAKE, AND WIND LOADING. COPIES OF CERTIFIED CALCULATIONS SHALL BE FURNISHED PRIOR TO CONSTRUCTION. SIZE COLUMN BASE PLATE TO BEAR THROUGH FLOOR ON SAND CUSHION WITHOUT CAUSING DAMAGE TO FLOOR. OVERFLOW CREST TO BE 6" FROM TOP OF SHELL. 4. ENTIRE INTERIOR OF TANK TO BE SHOP COATED WITH TWO COATS (MINIMUM) OF EPA AND STATE APPROVED POTABLE WATER SERVICE EPDXY (7 MIL. MINIMUM DRY FILM THICKNESS) OVER NEAR WHITE METAL SAND BLAST. EXTERIOR OF TANK TO BE SHOP PRIMED WITH ZINC RICH PRIMER WITH FIELD TOUCH -UP AFTER ERECTION. FINISH COAT TO BE EARTH TONE COLOR TO BLEND INTO LANDSCAPE. 5. LOCKING TRAP DOOR STYLE ACCESS BARRIER TO BE HINGED TO BOTTOM OF OUTSIDE LADDER SAFETY CAGE. 6. STAKE HALF TRAVEL LIQUID LEVEL INDICATOR, OVERFLOW, DRAIN, INLET /OUTLET, INSIDE AND OUTSIDE LADDERS, SHELL CLEANOUT DOOR PER PLAN FOR OWNER'S APPROVAL PRIOR TO CONSTRUCTION. 7. TANK TO BE ASSEMBLED ON A 3" OIL SATURATED SAND CUSHION AND CONCRETE RING FOUNDATION (BY OTHERS) PER AWWA D103 -87 SECTION 11.4.1 TYPE 1 OR TYPE 3. 8. TANK TO HAVE MINIMUM 1 YEAR WARRANTEE FROM DATE OF OF ACCEPTANCE: LEAKAGE TEST SHALL BE PERFORMED AND INTERIOR COATING SHALL BE INSPECTED FOR DEFECTS AFTER 1 YEAR OF OPERATION. DEFECTS FOUND SHALL BE REMEDIED BY TANK SUPPLIER AT NO COST TO THE OWNER. HCTS.TXT1 Binkley Associates CONSULTING ENGINEERS HYDRAULICS WATER RESOURCES WATER AND SEWAGE FACILITIES Mr. Brian Morrow MIL Development c/o Blackhawk Video Photo 4062 Blackhawk Plaza Circle Danville, Ca 94526 August 21, 1989 RE: Acceptance of bolted tank for Tract 7888, Saratoga Dear Brian, AUG 2 8 1989 CITY OF SARATOGA CITY ENGINEERS OFFICE We have completed our review of the Trico Tank submittal by C C Tank Company. The submittal is generally adequate and we can approve the tank after the following: 1) Half- travel liquid level indicator should be included. 2) Steel grade ring is not needed and should be excluded. pot 3) Spillway crest is six inches below the top of the tank. wall (not 14 inches). 4) Two inch tank fill coupling should be welded to the roof deck with vertical centerline approximately eight inches from the roof access hatch. 5) The screened overflow line is to be carried down outside of tank by the tank contractor. 6) It should be noted that the 8" and 4" inlet and outlet elbows are schedule 40 steel (not ductile iron). 7) Contractor will be responsible for cleaning out the tank, but the disinfection will be by the pipeline contractor in accordance with AWWA Section 5.33 (third method). 8) The enclosed "Bolted Steel Tank Specifications for Tract 7888, Saratoga" are to be made a part of your purchase order as well as the above items. 7246 SHARON DRIVE 0 SAN JOSE o CALIFORNIA 95129 (408) 257 -9252 �o1f Please make sure that your purchase order and contract with the tank installer includes all the above information. Please call if you have any questions. 15504.pfs1 Very truly yours, B R. Binkley, President GRB /hkf enclosure cc: Bob Shook, City of Saratoga IATES Page 2 MIL August 21, 1989 TRACT 38, SARATOGA BOLTED STEEL TANK SPECIFICATIONS 1. STEEL FLOOR AND WALLS 10 GAUGE MIN. THICKNESS. ROOF IS 12 GAUGE MIN. THICKNESS. CONSTRUCT IN ACCORDANCE WITH CURRENT AWWA D103 -87 STANDARDS AND APPROVED TRICO PLANS AND SPECIFICATIONS. 2. TANK TO BE DEMONSTRATED TO BE LEAKAGE FREE PRIOR TO ACCEPTANCE. FLOOR JOINTS SHALL BE TESTED FOR LEAKAGE USING THE VACUUM METHOD PRIOR TO FILLING. 3. TANK STRUCTURE TO BE CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER, FOR NORMAL ROOF PRODUCT LOADING, EARTHQUAKE, AND WIND LOADING. COPIES OF CERTIFIED CALCULATIONS SHALL BE FURNISHED PRIOR TO CONSTRUCTION. SIZE COLUMN BASE PLATE TO BEAR THROUGH FLOOR ON SAND CUSHION WITHOUT CAUSING DAMAGE TO FLOOR. OVERFLOW CREST TO BE 6" FROM TOP OF SHELL. 4. ENTIRE INTERIOR OF TANK TO BE SHOP COATED WITH TWO COATS (MINIMUM) OF EPA AND STATE APPROVED POTABLE WATER SERVICE EPDXY (7 MIL. MINIMUM DRY FILM THICKNESS) OVER NEAR WHITE METAL SAND BLAST. EXTERIOR OF TANK TO BE SHOP PRIMED WITH ZINC RICH PRIMER WITH FIELD TOUCH -UP AFTER ERECTION. FINISH COAT TO BE EARTH TONE COLOR TO BLEND INTO LANDSCAPE. 5. LOCKING TRAP DOOR STYLE ACCESS BARRIER TO BE HINGED TO BOTTOM OF OUTSIDE LADDER SAFETY CAGE. 6. STAKE HALF TRAVEL LIQUID LEVEL INDICATOR, OVERFLOW, DRAIN, INLET /OUTLET, INSIDE AND OUTSIDE LADDERS, SHELL CLEANOUT DOOR PER PLAN FOR OWNER'S APPROVAL PRIOR TO CONSTRUCTION. 7. TANK TO BE ASSEMBLED ON A 3" OIL SATURATED SAND CUSHION AND CONCRETE RING FOUNDATION (BY OTHERS) PER AWWA D103 -87 SECTION 11.4.1 TYPE 1 OR TYPE 3. 8. TANK TO HAVE MINIMUM 1 YEAR WARRANTEE FROM DATE OF OF ACCEPTANCE: LEAKAGE TEST SHALL BE PERFORMED AND INTERIOR COATING SHALL BE INSPECTED FOR DEFECTS AFTER 1 YEAR OF OPERATION. DEFECTS FOUND SHALL BE REMEDIED BY TANK SUPPLIER AT NO COST TO THE OWNER. HCTS.TXT1 s A.. E. SNOT -EONAR.7. J SIEGA'L HAROLD TOVRE_ ROBERT BOOTH. JR. 5 vEN G. BAIRD NICHOLAS O. FEDELI, 34. -ENRV D. CRUZ =ACL K. ROBERTSON Mr. John Brooks Bank of Pleasanton 555 Peters Avenue Pleasanton, California 94566 Dear Mr. Brooks: cc: Mr. Harry Peacock ATKINSON FARASYN ATTORNEYS AT LAW 65J• V._.2.7 DANP STREET .7 BOX 279 MOUNTAIN VIEW, CALIFORNIA 94042 14' 967 -694x May 15, 1989 Re: Morrow Investment, Ltd. Tract No. 7888 Saratoga, California I have been advised that Mr. Morrow has resumed construction of the improvements referred to in my letter dated May 11, 1989. After conferring with Mr. Harry Peacock, the Saratoga City Manager, we have agreed to cancel the demand for immediate disbursement of the $150,000 impound account. The bank may continue to hold this account, provided the work is prosecuted diligently to completion. We will expect the account to remain intact until such time as a release has been furnished to the bank by the City of Saratoga. HAROLD S. TOPPEL Saratoga City Attorney J. N. ATKINSON i',B9E -I9521 L. K. FARASvN 19'5 -19791 OUKLSLIEIE OOLIVO LI MV @MIOLIV ©OIJti/LJP U r.P May 13, 1989 Brian Morrow Morrow Investments, Limited 4062 Blackhawk Circle Danville, CA 94526 Re: Tract 7888 Dear Brian: The following is a listing of the changes as per your request for the above referred project. ITEM 1- TRANSITION WALLS FOR BRIDGE As per revision #4, and per letter dated 5 -2 -89 by Bill Heiss of J.M.H. Engineering, including downstream rock place ment and sacked concrete rip rap at southwest corner of bridge. ADD $5133.00 ITEM 2- RETAINING WALLS TO PROTECT PG &E TRANSFORMER As per drawing for type 2 walls, plans by Arata Engineers. ADD $2837.00 ITEM 3- Provide and install approximately 2600 lineal feet of 2" PTS 66 PVC conduit and 10 fiberlite 17" x 30" pull boxes for future cable T.V. ADD $11,578.00 ITEM 4- CONSTRUCT WOODEN BARRICADES AT RETAINING WALLS As per city standard detail with amended provision for bolting 4x4 post through retaining wall lagging into 2x8 in- board of top wall lagging, enabling 4x4 to be positioned out- side of wall in lieu of embedding post in concrete inside of retaining wall. Price based on $16.85 per lineal foot. ADD $3624.00 ITEM 5 -STEEL GATE Provide and install as per city detail except omit wood fencing. Price includes credit on original wood gate of $400.00 ADD $1546.00 ITEM 6 -EXTRA COST ON DEPTH OF UTILITIES Actual depth of sanitary sewer and storm drain was much greater than shown on plan. It required wider trench for shoring and more time for trenching backfilling and compac- tion. 472LF Sewer Trench Backfill @$20 /LF $9440.00 315LF Storm Drain trench BAckfill ®14.50/LF $4567.00 TOTAL EXTRA $14,007.00 16890 Skyline Blvd. Los Gatos, CA 95030 (408) 395 -6830 cont- ITEM 7- PROVIDE AND INSTALL TELEPHONE CONDUIT As per sketch provided by Tom Hennesy of Pac Bell, in- stall approximately 1860 lineal feet of 2" PTS 66 PVC con- duit for underground phone cable. Junction boxes by others. Prices includes deduct for material already billed($1485.82) ADD $2235.00 ITEM 8- CREDIT FOR RETAINING WALL DELETED 100' Type 1 wall- average 2' high $35 /ft. DEDUCT $3500.00 150' Type 1 wall- average 1.5' high $30 /ft. Shown deleted on original DEDUCT $4500.00 plans. TOTAL DEDUCT $8000.00 ITEM 9- CREDIT OF PAVING Change paving specs for private access road within lots 1 and 2, and lots 3 and 4 and lands of Williams to 2" AC on 6" aggregate base. CREDIT $8000.00 ITEM 10- DEDUCT GRADING ON LOT 3 As per c.o. *1 DEDUCT $9725.00 RECAP OF THE ABOVE CHARGES: ITEM 1- Bridge transition ITEM 2 -PG &E Walls ITEM 3 -Cable T.V. Conduit ITEM 4- Barricades ITEM 5 -Gate ITEM 6- Utility Trench Depth ITEM 7 -Tele Conduit Labor ITEM 8- Delete Wall ITEM 9- Paving ITEM 10 -Lot 3 DEDUCT 8000.00 DEDUCT 8000.00 DEDUCT 9725.00 ADD $5133.00 ADD 2837.00 ADD 11578.00 ADD 3624.00 ADD 1546.00 ADD 14007.00 ADD 2235.00 As discussed previously,no billing was sent for items 6 7, nor a credit given on item 8 but are presented now to show that you are definitely the beneficiary to date. For purposes of providing proof of adequate funding, items 1, 2, 4, 5, 9, 10 are considered here. As per previous documentation, amount left on our contract is approximately $187,000.00,total change as per the above is: ADDS: 13,140.00 DEDUCTS: 17,725.00 This leaves out contract amount of about $182,000.00. Please provide us with the necessary documentation of funding. It is imperative.that you comply with the following: Your documentation guarantees that the $182,000.00 is set aside in an escrow account or the like in the name of Skyline cont Construction, to be drawn upon on a monthly basis as per our contract This document must be in hand no later than May 19, 1989 as the paver will not man the job until we are in possession. -4CCf George Hall encl. If you have any questions, please don't hesitate to call. SKYLINE CONSTFIJCTION CO. 86)(__ �g 16890 Skyline Blvd. Los Gatos, CA 95030 (408) 395 -6830 CHANGE ORDER 3 PROJECT Tract 7888 SUB CONTRACTOR: Norman B. Hauge, Inc. Nornian..13_.. Ho.ug INc Our Job No. 86PIPO45 Address 80 UnionAve City GamiA9.73, State CA Zip .95..Q.04 DEEETE: Type of Work change order Ak3 YOU ARE HEREBY AUTHORIZED TO MAKE THE FOLLOWING CHANGE IN YOUR WORK ON THE ABOVE CAP- TIONED PROJECT, IT BEING UNDERSTOOD THAT THIS CHANGE IS TO BE EXECUTED UNDER THE TERMS OF AND CONDITIONS EMBODIED IN OUR CONTRACT. Original Contract Price S 240, 440.00 This Change Order S 223, 690.00 DESCRIPTION OF ADDED OR DELETED CONTRACT ITEMS =J3PA'SE DECREASE $16 ,750.00 DATE Grading of lot 43 as per our CO If 1. Deduct:$8750.00f AMAND: Paving and base rock section to 2" AC on 6" aggregate base. Credit: $8000.00 c� ACCEPTED: Total credit this change order $16,750.00 DATE 5 -16 -89 Revised Contract Price Through Change Order 2231690 00 FOR Norman D, Ho4gg BY c /=-7 G i TITLW /t f��/� e l May 11, 1989 Dear Brian: Harry City er HRP /df CDff MO 13777 FRL'JTVALE AVENUE SARATOGA, CALIFORNIA 9507O (408) 867 -3438 Brian Morrow 4062 Blackhawdc Plaza Circle Danville, Ca. 94526 Subject: Set Aside Letter Tract 7888 I have been informed by your contractor, George Hall, that the estimated opt to complete the work for Tract 7888 is $253,000. Since your set aside letter with the Bank of Pleasanton is for only $150,000, the City will need a new letter increasing the amount of the set aside to $253,000 immediately, unless other surety in a form satisfactoxy to the City Attorney is forthcoming. Failure to provide this extra surety will force the City to seek a demand on the set aside plus other appropriate action as deemed appropriate by the City Attorney to insure the improvements are installed completely, correctly, and in a timely manner. Pad_ cc: City Attorney City Council Bank of Pleasanton City Engineer t/ COUNCIL MEMBERS: Karen Anderson Martha Clevenger David Moyles Donald Peterson Francis Stutzman SMITH LEONARD_. SOLGA HAROLD 5. TORPE_ R08ERT K. BOOTH. J8. STEVEN G. BAIRO NICHOLAS C FEDe -i. .te n. ∎ENRY C. CRUZ 0 40_ K R OBERT5 N Mr. John Brooks Bank of Pleasanton 555 Peters Avenue Pleasanton, California 94566 Dear Mr. Brooks: Re: Morrow Investment, Ltd. Tract No. 7888 Saratoga, California HST /ns cc: Mr. Harry Peacock ATKIN SON FARASYN ATTORNEYS AT LAW E6c wesT DANA STREET 70. BOX 274 MOUNTAIN VIEW. CALIFORNIA 04042 .4'.5) 967 8441 May 11, 1989 On or about October 17, 1988, the Bank of Pleasanton issued to the City of Saratoga a set aside letter to secure the obligation of Morrow Investment, Ltd. to construct various improvements required by the City in connection with the development of Tract No. 7888. A copy of such letter is enclosed for your reference. Despite numerous demands made by the City of Saratoga, Morrow Investment, Ltd. has failed to construct or complete the required improvements, including construction of access roads, installation of a water tank and undergrounding of utility lines. By reason of this default, demand is hereby made on behalf of the City of Saratoga for immediate disbursement of the $150,000 impound account. The funds should be wire transferred in accordance with the following instruction: To: Pacific Western Bank San Jose Office ABA No. 1211- 0162 -6 For credit to City of Saratoga Account No. 3-01761-3 Please advise me by telephone when the transfer is made. We fully expect the bank to disburse the special impound account without any delay whatsoever, in accordance with the terms of your commitment and promise to do so. Very truly yours, HAROLD S. TOPPEL Saratoga City Attorney k' f J M. ATKINSON 1.892 1982) M. FARASYN 1'9 19791 RI MAY 1 21989 CITY OF SARATOGA CITY MANAGER'S OFFICE April 28, 1989 Ofl ,7771 1;( II I \I I— \l.N1 15 t \1O(,,\,( i I))8) M( Meeting with Brian Morrow, April 25, 1989 Subject: Improvements of Tract 7888 Limo VLIPORV'L\ )5070 Karen Anderson Martha Clevenger David Moyles Donald Peterson Francis Stutzman On April 25, 1989 City Staff and City Manager met with Brian Morrow and his contractor regarding road work for the above project. The City told him to start the road work from May 8, 1989. If Brian Morrow does not start the road work on May 8, 1989, then the City's intention is to call Mr. Morrow's bond. AI /df COUNCIL MEMBERS: Engineering Geology Geotechnical Engineering UPP GEOTECHNOLOGY, INC- ate 'e MORROW (Project No. 163.03) April 27, 1989 City of Saratoga 13777 Fruitvale Avenue Saratoga, CA 95070 ATTN: Mr. Arjan Idnani We are enclosing the following arr Tnents For your review, 2 copies of R. Rexford Upp 1330 S. Bascom Ave. San Jose, CA 95128 (4081275-1336 TiliTOGA EN( i)WZrn C HnCE PAVEMENT DESIGN: BOHLMAN ROAD SUBDIVISION LANDS OF MORROW BOHLMAN ROAD SARATOGA, CALIFORNIA Should you have any questions, please call. i ?9 UPP GEOTECHNOLOGY, INC. Engineering Geology Geotechnical Engineering Mr. Brian Morrow 4062 Blackhawk Plaza Circle Danville, CA 94526 SUBJECT: PAVEMENT DESIGN: BOHLMAN ROAD SUBDIVISION LANDS OF MORROW BOHLMAN ROAD SARATOGA, CALIFORNIA Dear Mr. Morrow, As you requested, we have performed additional testing along the proposed roadway for the subject subdivision. One R -Value test was performed on a sample taken from the road in 1986. Three samples were taken in April, 1989 for additional tests. The R- Values ob- tained from the 4 samples are: 13 and 12 on the upper (new) road; and 9 and 8 on the lower (old) road. In my opinion, a Traffic Index of 4 is appropriate for a private road utilized by only 5 homes. Using a Traffic Index of 4, a minimum required asphalt pavement thickness of 2.5 inches, and an R -Value of 12 gives a required thickness for Class 2 aggregate base (Cal Trans Specification) of 6.5 inches. Using a low of 7 inches. the road be the lower base. I hope that this letter provides the necessary information. Should you have any questions, please call. Yours very truly, UPP GEOTECHNOLOGY, INC. R -Value of 8 gives a required aggregate base thickness Therefore, I recommend that the upper (new) portion of provided with 6.5 inches of compacted base; and that old) portion be provided with 7 inches of compacted 1330 S. Bascom Ave. San Jose, CA 95128 14081275-1336 April 27, 1989 Project No. 163.03L1 Serial No. 3504 R. Rexford Upp, Principal Registered Soil Engineer 2046 Certified Engineering Geologist 1083 Copies: Addressee (3) Mr. Arjan Idnani, City of Saratoga (2) 7 ,irAN d Tu-v 777 P nev), 738 8 ,oe 7, 7 V, c.e J r e, Zt o tacce- (Y TI o G S he 24 Ace, Trot 5-_-_ r" 195 4L" Inc -r Ati Mr ;7 4%12 Csiveofi-t k /`tea CinArid Ala/ Staa% unha 5AA--1- 27-€601,6_,-yy 6- 4.,_ceze %Ia. ok-zege-(--- 7\/ tr& i efAA?.../ 1 °I2P-uv-e- L to f f? 1t 6c f 5-6-g9 thetents �rfl, ,dew tko 1/5/47 AA 0-..-.i xwv t j‘.4 litt ta-eo .10 Bruce L. Williams (l� �I O't` S ri J C.4s 14821 Bohlman Road TO LC E D D u u APR 1 4 1989 p i Saratoga, California 95070 0 RV, fir,. /M' April 12, 1989 The City of Saratoga 13777 Fruitvale Avenue Saratoga, California 95020 Attn: Harry Peacock City Manager CITY OF SARATOGA CITY MANAGER'S OFFICE Dear Mr. Peacock, I know I have solicited your assistance on previous occasions, unfortunately, I find it necessary to do so again. This request relates again to tract 7888 the Brian Morrow development. As you well know, this has been a particularly difficult project to bring to completion. It appears as though Mr. Morrow's stalling techniques have successfully gotten him through the winter, but his time to perform is now upon us. George Hall, of Skyline Construction, has not adequately answered my questions regarding project completion, and has consistently referred back to Mr. Morrow. I can only presume that Mr. Morrow intends to default in his obligation to complete this project. However, I understand that a completion performance bond has been required and posted as a condition to project initiation. If that is true, what mechanism triggers the City's involvement and gets this project back underway? Please call me for an update or referral to the appropriate party within the City. Thank you, L Williams hours: 867 -5106 work: 246 -4762 ext. 2473 2 March 15, 1989 Neil Rauschhuber c/o City of Saratoga 13777 Fruitvale Avenue Saratoga, CA 95070 RE: Tract 7888 (Morrow) Dear Mr. Rauschhuber: Sincerely, (415) 462 -2265 Please be advised that we above captioned account. the amount of $50,000 was $150,000. Therefore, the turned to this office for 555 Peters Avenue Pleasanton, CA 94566 Your cooperation in this matter is most appreciated. "Johy 0.' )(oks Prersident and Chief Executive Officer JOB /dh VV MAR 2 0 1989 CITY OF SARA? vC r'• CITY ENGINEER'S OFFICE continue to hold $150,000 in impounded funds for the The original letter received by your department in rejected and replaced by the subsequent letter of original letter is not operative and should be re— cancellation. ©Rig .7• March 3, 1989 Marshall Petty Operations Manager N.B.Houge, Inc. Re: tract 7888, Saratoga Dear Marshall: OCoH ©©KIFIROW MAR 7 1989 CITY OF SARATOGA CITY ENGINEEMS OFFICE I am in receipt of your letter dated today. The intent of this letter is to set the record straight on a number of items. Your firm was notified to man the project over a week ago. Your supers intendant, Gilbert Ruis, informed us that you would move in on Tuesday, February 28th. I forwarded that information to Neil Rauschhuber, the City inspector. Tuesday no one showed up so I called and talked again to Gilbert. He said that your crew was still tied up on another job, but he promised that you would man the project on Thursday, March 2nd. I forwarded that information to Neil. I was on the site when you and Dave visited it a day after you were supposed to be working there. If you had any problems regarding job conditions or the like,that certainly would have been the time to air them. I was a little suprised you did not stop as you drove by,but its a little more clear now.. It is obvious that you are looking for excuses to keep from manning the project. I called three separate times yesterday for you or Dave to call me and have left more messages today. I have heard from no one with the exception of the letter I received today. Now that it has rained again we are delayed on this project. Further delays will not be tolerated. Up until now, you have been given the responsibility of determining whether ground and weather conditions were acceptable for you to continue your work. You have taken advantage of this situation, therefore the following will apply; When we feel it is dry enough to resume your portion of the work, you will receive a 48 hour notice to procede. If you do not comply with 16890 Skyline Blvd. Los Gatos, CA 95030 (408) 395 -6830 page 2 the notice with adequate supervision, equipment, and manpower, we will be forced to hire others to perform your work, and you will be charged accordingly. I am very disapointed that this problem has occurred, and sincerely hope thatwe can expedite the remainder of the project with no further conflict. The City has requested that we update the schedule fot completion of the road from Bohlman to the emergencyaccess road for usage by Williams. As I recall, Dave mentioned you could prepare the sub —grade and place the base rock in that section in approximately 8 working days. If this figure is not correct or needs to be revised, please advise immediately. Yours truly, I. George Hall Skyline Construction cc: Brian Morrow Neil Rouschhuber a C� P Mn ©2 U January 12, 1989 Brian Morrow 14170 Blossom Hill Road Los Gatos, Ca. 95032 Re: Tract 7888 Dear Brian: It has been 28 days since your contractor has worked at the above mentioned project. Your agreement with Public Works was that the access road from Holzman Road to Hakone Gardens would be completed by December of 1988. You and your contractor have failed to meet this obligation set forth. Upon receipt of this letter you will have (15) fifteen working days in which to complete the road from Bohlman to Hakone, so the Fire Department has access to that project. Included in the 15 days, Hakone will be completed per plan. Failure to comply will cause the City to secure the funds from the Bank of Pleasanton and hire a contractor to complete the project for you. Sincerely, L1 Neil Rausthhnher Public Works Inspector NR/df 13777 FRI'FI VALE AVENI;E SARATOGA, CALIFORNIA 95070 (408) 867 -3438 cc: The Bank of Pleasanton John 0. Brooks Robert J. Mazza City File COUNCIL MEMBERS: Karen Anderson Martha Clevenger David Moyles Donald Peterson Francis Stutzman Houge Construction 780 Union Avenue Campbell, CA 95008 Dear Sir: Yours truly, Melvin R. Hill R.C.E. 19704 MELVIN R. HILL, INC. R.C.E. 19704 410 W. SUNNYOAKS AVE. CAMPBELL, CA 95008 (408) 866 -1546 1 88092 27 December 1988 V 4ATOGSt, 5 OFF!CF This report presents the results of the field density tests carried out by our firm for the subject development located in Hakone Gardens between Bohlman Road and Congress Springs Road in Saratoga, California. The purpose of this testing and observation services was to control the earthwork operation at the site for their proper placement and compaction. The site was stripped off of all organic and contaminated material to the depth below where debris and organic material were found. At this point the soil was properly moisture con- ditioned and then compacted to 95 percent relative compaction (ASTM D1557 -78). Additional fill then was placed at the site in lifts of 8 inches and was compacted to 95 percent relative compaction. Field density tests taken at the subject site revealed that proper compaction (95 percent relative compaction) was achieved during the fill placement. It is therefore concluded herein that the site is in proper condition and ready to receive further improvements. Summary o[ all field density tests are presented in Table I of this report. JM fl JENN INGS MC DERMOTT HEISS, INC. s1.11F 2 00 2s6 -45Th 93 REGENT STREET—SAN JOSE, C.A. 95110 Ga il Engineering Skyline Construction 16890 Skyline Blvd. Los Gatos, CA 95030 Attn.: George Hall Dear George: cc: Brian Morrow City Engineer's Office Attn.: Neil Land Planning Land Surveying December 14, 1988 Re: Our Job #2711 Very truly yours, Wil iam gcn DEC 16 1988 C ENGINEER'S NEERSOFFIC CITY EC� As you requested, I have reviewed the configuration of the bridge recently constructed on the access road for Tract No. 7888 off Bohlman Road. With the wing walls now poured, I feel that some additional work will be necessary on the down stream side of the bridge. It would appear that the up stream side should be adequate as constructed. First of all, I feel that it will be necessary to place some large rock rubble down stream of the concrete apron of the culvert. I would like to see 12" diameter rock placed beginning at the end of the apron and extending 10' down stream for the width of the channel. Some of the channel should be excavated in order that the rock is bedded at flow line. I note that there are some existing boulders similar size in the creek, but these need to be supplemented. I feel this rubble is necessary in order to reduce any potential for erosion immediately down stream of the apron. The culvert outlet through the wing wall, also necessitates the rock for erosion control. In order to provide a smooth transition from the existing ground up to the new widened road, some additional retaining walls will be necessary beyond the present wing walls. I feel that approximately 4' on Westerly side and 8' on the Easterly side will be required in order to transition from the wing wall to the natural ground. Prior to placing the additional walls, it would be necessary to back fill and re- compact soil where the natural ground was over excavated for the installation for the wing walls. Should you have any questions or need any clarification, I'd be happy to meet with you on the grounds to explain these additions. UEM �oR`trU@VooAll CoDIMPaRTY f DECEMBER 12, 1988 NEIL RAUSCHHUBER CITY OF SARATOGA 13777 FRUITVALE SARATOGA, CA 95070 RE: TRACT 7888, BOHLMAN ROAD, SARATOGA, CA. I. GEORGE HALL CC: BRIAN MORROW C3'O DEC 12 1988 CITY OF SARATOGA CITY ENGINEER'S OFFICE AS PER YOUR INSTRUCTIONS, THIS LETTER WILL CONFIRM THAT SKYLINE CONSTRUCTION SHALL INDEMNITY AND HOLD HARMLESS THE CITY OF SARATOGA AGAINST ALL CLAIMS, DAMAGES AND LOSSES AS A RESULT OF THE CONTINUED PERFORMANCE OF OUR CONTRACT WITH M.I.L. AT THE ABOVE REFERENCED PROJECT. 16890 Skyline Blvd. Los Gatos, CA 95030 (408) 395 -6830 NR /df November 29, 1988 Brian Morrow 14170 Blossom Hill Road Los Gatos, Ca. 95032 Re: Tract 7888 Dear Brian: C Bin of Due to the total disregard concernirq erosion control and the .impending weather conditions, the City has no other choice but to require you to have carplete erosion control, the culvert, the drive access to William's hare, ccnpleted and driveable by Friday, December 9, 1988. Also, Hakone Gardens will be ccupleted (fire access gate installed and operational, etc., and all keys returned to the Engineering Department. No further access will be allowed through Hakone as of December 9, 1988. Failure to comply promptly and in the appropriate fashion might cause a Letter of Demand to be placed against your account at the Bank of Pleasanton, in order for the City to pay another contractor to rectify the situation. This letter allows you only to correct existing problems, not to start new ones (e.g., trend for P.G.& E. or paving the subdivision:). If you have any questions please feel free to call me. Thank you. Sincerely, 1 alT.-- Neil Pauschhuber Public Works Inspector cc: The Bank of Pleasanton John 0. Brooks Robert J. Bob Shook Job File 13777 FRLITA AIA-1. -kVE VF'E SARATOGA, CALIFORNIA 95070 (408) 867 -3438 COUNCIL MEMBERS: Karen Anderson Martha Clevenger David Moyles Donald Peterson Francis Stutzman The City of Saratoga 13777 Fruitvale Avenue Saratoga, CA. 95070 Attn: Bob Shook, City Engineer cc: Harry Peacock, City Manager Brian Morrow George Hall, Skyline Construction 14821 Bohlman Road Saratoga, CA. 95070 November 29, 198 Dear Mr. Shook, After again being informed that the city of Saratoga is calling a halt on the road construction project that is going on outside our door, we are again appealing to you, the city, to permit the project one last extension so that we can safely get through the rainy season. For whatever reasons, deadlines have not been met, and again it is we, the hom_eownerq,\.who are left holding the bag. Skyline Construction has poured a narrow rock swath for us to travel over through the mud through Hakone Gardens. It would take major efforts to get our private road to Bohlman Road passable for full time winter use. Ne need emergency vehicle access! Without the benefit of pavement and curbs to channel the water, significant damage may occur to our home and landscape. Should the city of Saratoga not reconsider their current position, legal assistance will be sought. We are asking the city for its support in aiding us in bringing this long tortuous project to an end. Thank L. Williams 86 =.8106 DEC 7 1988 CITY OF SARATOGA CITY ENGINEER'S OFFICE Novarber 2, 1988 Norman B. Haige, Inc. 200 Cristich Lane Campbell, Ca. 95008 Re: Tract 7888 Gentlemen: Upon review of the site on Tuesday, Novsmber 1, 1988, it is the contention of the Inspection Division to approve the site at that time, for base rods installation, from the cul-de -sac to the emergency access road. However, it is also understood that P.G. E. and underground utilities will need to be installed and tested. Upon completion of this and further inspections you will be allowed to place the base rode. This letter does not allow you the latitude to place A B at your discretion. Written verificiation from my office only, will be required. Failure to comply could cause the material to be removed at your expense. Thank you. Sincerely, Neil Pauschhuber Public Works Inspector NR /df cc: Job File 13777FRL'ITVALE AVENI'E SARATOGA, CALIFORNIA 95070 (408) 8673438 COUNCIL MEMBERS: Karen Anderson Martha Clevenger David Moyles Donald Peterson Francis Stutzman ,BKVr ,afE ©oM7LR3U©tooIRE CnRUiallW October 27, 1988 West Valley Sanitation District of Santa Clara County 100 East Sunnyoaks Avenue Campbell, Ca 95008 Attn: Don Armstrong Dear Don: We are in receipt of your letter dated October 26, 1988, regarding shoring for Tract 7888. For the record, the shoring was present on the job and in use before receipt of this letter. If you have any further question, please call me. Very truly, George Hall IGH /mgh cc: Neil Rauschhuber City of Saratoga 13777 Fruitvale Avenue Saratoga, CA 95070 16890 Skyline Blvd. Los Gatos, CA 95030 (408) 395 -6830 Bob Shook Chief Engineer City of Saragoga Fruitvale Ave. Saratoga,Ca. ©OMC'EU©VDOI I ©OLJ VIJiPLft LJ rant OCT 211988 Dear Bob; This is to inform you that to date we have received a total of $223,119.00 in payment for the work we have performed on Tract 7888 from Morrow Investments, Limited. This brings us current through the month of September,1988. 16890 Skyline Blvd. Los Gatos, CA 95030 (408) 395 -6830 CITY OF SARATOGA October 20, 1988 CITY ENGINEER'S OFFICE 1 1 ly ja- L; Foothill Bank Morrow Saratoga Mortgage Banking Department 300 Third Street, Suite 1, Los Altos, CA 94022 (415) 948 -9213 RELEASE OF SPECIAL CONSTRUCTION ACCOUNTS Brian H. Morrow and Morrow Investment Co., Ltd. aka Morrow investment, ltd. a California corporation "jointly and severally Morrow have requested Foothill Bank, a California banking corporation "Foothill to transfer to The Bank of Pleasanton "Pleasanton certain funds held by Foothill on behalf of Morrow. $386,905.00 of said funds are subject to the claims of the City of Saratoga "Saratoga in connection with improvements to be constructed by Morrow on or related to four lots in tentative tract number 7888 on Bohlman Road in Saratoga, California "the Property Foothill is willing to release said funds upon release of Foothill from any claims or further obligation in connection with said funds or the letter dated October 30, 1986 to Saratoga "the Letter In consideration of the above recitals, the parties agree as follows: 1. Saratoga hereby releases Foothill from any claim or obligation arising out of or pursuant to the Letter and have returned the Letter to Foothill; 2. Morrow hereby requests Foothill to deliver to Pleasanton all funds of Morrow held by Foothill and hereby indemnifies and holds Foothill harmless from any claim, expense or liability, including attorneys fees and costs of defending against claims, in connection with Foothill's commitment to hold Funds for the benefit of Saratoga or the Property, or in connection with release of the funds to Morrow or pursuant to his instructions. Wherefore, the parties hereto have executed this request and release on September 1988. a� Morrow Investment CO., Ltd. aka Morr•, vestm-.t, Ltd. n�- October 17, 1988 Brian Morrow Video Warehouse 14170 Blossom Hill Rd. Los Gatos, CA 95032 Re: Morrow Investment, Ltd., Tract 7888; Bohlman Road; Saratoga Set Aside Offsite Funds Dear Brian: Enclosed are two original letters addressed to the City of Saratoga in refer— ence to the above captioned project. Please sign both originals, mail one to the City of Saratoga and return one to us in the enclosed self— addressed stamped envelope. Thank you for your assistance. 0. Brooks ident /CEO J0B /kv enclosures (415) 462 -2265 555 Peters Avenue Pleasanton, CA 94566 George Hall Skyline Construction 19741 Scotland Drive Saratoga, CA. 95070 Dear Mr. Hall, 14721 Bohlman Road Saratoga, CA. 9 October 17, QQ1 19198 CITY OF SARAT CIT ENGINEER' I am writing in regards to the road construction project that has been underway since last July. Since, after this length of time you have been unable to meet your commitments and your October 15 deadline we are asking resolution on the following items: Our private road that leads to Bohlman Road will be a virtual mudslide once the rain begins. We ask that for emergency vehicle access and for our own access that you hard pack rock it to make it passable, and get us through the winter. For the record, it must be noted that we had a commitment by both Brian Morrow and yourself that we would be able to, for a short period of time at the front end of this project, use Hakone Gardens as access. Now it is obvious that this was a fabrication and promised without city knowledge and approval. Please remove all equipment, pipes, sand, rock, and general debris from our property immediately so that we may pursue putting in some semblence of a front lawn and drive to abate the mud. (3) We have incurred a water bill in excess of $200 as a result of your use since July. Our bill shows consumption has increased by 3 fold in monthly increments since that time. We have never authorized use of our water. Discontinue immediately. (4) Replace the two garden hoses that workers took from our backyard, spliced and used without our permission. (5) During the construction our drainage field had been destroyed and our septic tank has been severely damaged. Either the septic tank must be replaced or we must be hooked up to city sewer. The health department will be notified on 10/26/88 if this not been resolved. (6) A permanent water supply needs to be restored to our property on the other side of the proposed road, as it was before your construction began. (7) In the future, restrict your access to the easement right of way that was previously deeded. If any personal or property damage is incurred as a result of your negligence, you will be held liable. Uncovered and unmarked manholes, ditches, and trenches pose a potential hazard to my family and guests cc: Harry Peacock, City Manager Bob Shook, Cfty Engineer Brian Morrow I,Bruc j L. Williams to e Jt real. i b a_-1 149_P4- October 17, 1988 City of Saratoga 13777 Fruitvale Ave. Saratoga, CA 95070 Attn: Robert Shook Re: Morrow Investment, Ltd., Tract 7888; Bohlman Road; Saratoga Set Aside Offsite Funds Gentlemen: The Bank of Pleasanton has arranged a special impound account for Morrow In— vestment for the construction of 4 improved lots in Tract 7888. Construc— tion by Morrow Investment, Ltd. including drainage facilities, water system, bridge, surface street and retaining walls. The Bank of Pleasanton agrees that it will impound into a special account the sum of $150,000.00 for subdivision and offsite improvements. This set aside amount is to be impounded at the Main Office of The Bank of Pleasanton and is vested under TCD 002286. The funds in said impound are subject to withdrawal upon the approval of Brian Morrow except as otherwise provided herein. Said funds are to be released only upon evidence that The City of Saratoga has approved the subject improvement and will release this executed set aside letter. The Bank of Pleasanton agrees that $150,000.00 in said impound are for the use and benefit of The City of Saratoga in connection with the above mentioned sub— division and offsite improvements and for no other purpose. In the event Morrow Investment, Ltd. fails to complete and /or pay for subdi— vision or the offsite improvements as required by The City of Saratoga, the sum of $150,000.00 shall be available to The City of Saratoga and will be dis— bursed to. the Ci upon your written demand outlining the default. rooks resident /CEO ACKNOWLEDGED AND AGREED TO Brian Morrow Morrow Investment, Ltd. (415) 462 -2265 555 Peters Avenue Pleasanton, CA 94566 BY: The City of Satatoga JMH City Engineer's Office City of Saratoga 13777 Fruitvale Avenue Saratoga, CA 95070 Attn.: Arjan Idnani cc: Bruce Williams Brian Morrow Skyline Construction KENNINGS MEDERMOTT HEISS, INC. SUITE 200 286 -4555 925 REGENT STREET SAN JOSE, CA. 95110 Cr it Engineering Land Planning Land Surveying September 29, 1988 an r Re: Our Job #2711/2893 Very truly yours, W�111 Heiss SEP 3 0 1988 CITY OF SARATOGA CITY ENGINEER'S OFFICE Dear Arjan: As you know, the work on Tract No. 7888 is proceeding. The road has been rough graded and we note that there is an area that will require some additional work adjacent to the road on the Lands of Williams. Mr. Williams will be revising his driveway access configuration in the future. In order to have the new road conform to his site, it is desirable to place additional fill adjacent to the road. The road in its present configuration is higher than the Williams property hence the reason for the fill in order to provide a smooth transition from the present road onto his property and to allow his property to drain th'the North since the present sheet flow will be blocked by the road. We felt this was a logical amendment to the Improvement Plans. Please let me know if this is acceptable to the City so that Skyline Cone. struction can proceed with this fill work while they are still working on the road area. The alternative to placing the fill would be to stub out a pipe from the catch basin at the return. We feel, however, that the fill is a more logical method of handling the situation. Please let me know if you need any additional data in order to proceed with your review approval. Thanks very much for your past help. September 22, 1988 Brian Morrow Ltd. 180 Bellwood Gateway Los Gatos, Ca. 95030 Re: Tract 7888 Water Service to Hakone Gardens Brian: Sincerely, OT IM oif 0 It has come to the attention of the Engineering Department that a service line is to be installed to service the gardens landscape. We will be specifying a 21" hard copper line with a rockwell meter box, pulled from the tank site: also a fire hydrant will be installed. The location of the new hydrant will be approximately 120' from existing. It will be field engineered on site. If you have any questions, please call me at the above number. Neil Rauschhuber Public Works Inspector NR /df cc: Harry Peacock City Manager I :3777 Flit I \.AI_l- ..AA'1-:Al 'FT S.AI3.Ar( )a,A.( :Vl_IFORNI \950 0 14081 8(37- :34 :38 COUNCIL MEMBERS: Karen Anderson Martha Clevenger Dav d ,Moyles Donald Peterson Francs Stu¢man Brian Morrow MIL Development c/o Video Warehouse 14170 Blossom Hill Road Los Gatos, CA 95032 RECEIVED 5 E'P 21 1988 Binkley Associates ENGINEERING DEPT. CONSULTING ENGINEERS HYDRAULICS WATER RESOURCES WATER AND SEWAGE FACILITIES J� September 16, 1988 RE: Revision #1 to water system plans, Tract 7888, Saratoga, California Dear Brian: Per our telephone conversation today, we have prepared Revision #1 on the subject plans to comply to the request of the City of Saratoga and the Saratoga Fire District. We are revising the following items at their request: 1) Add standard fire hydrant on an eight inch main at Miller residence. tank. 2) Relocate existing water system tie -in to the existing 3) Provide dialer equipment at pump station as specified by Saratoga Fire District. Revision #1 includes one other item. Your contractor, Skyline Construction, has informed us that fittings for the specified dual two inch polyethelyne supply line (running across the canyon from the San Jose Water Works meter) are not readily available. We have therefore approved the substitution of a single 2 1/2 inch schedule 40 solvent weld PVC pipeline installed with a minimum 12 -inch cover through the cross country terrain (of approximately 460 feet ravine crossing) only. In addition, as per your verbal authorization, we have placed a recording pressure gauge at the nearest hydrant on Bohlman Road and run the computer utilizing the observed system pressures to verify actual tank fill rates. Our studies show that the tank will fill without the booster pump at certain times during the day. The fill rate will vary from zero to 30 gallons per minute without a booster pump. With the proposed booster pump, the tank will fill at flow rates from 61 gallons per minute to about 75 gallons per minute. We enclose copies of the pressure chart and the flow calcs. 7246 SHARON DRIVE SAN JOSE CALIFORNIA 95129 (408) 257-9252 Our study supports the original calculation that water will flow by gravity to the tank without the need of pumping. We estimate a minimum of 10,000 gallons per day will be available to a 1/2 full tank without pumping. We design most water systems with dual boosters pumps (or a standby pump) and would have recommended dual pumps here, had there been no supply by gravity, or if storage is limited. In addition, our design includes two "fail safe" pump protection circuits. Please call if you need additional information or plan modification. GRB /hkf Very truly yours, BINKLEY ASSOCIATES G. R. Binkley, P.E. President enclosures cc: Bob Shook, City of SaratogaV 2 September 1, 1988 City of Saratoga 13777 Fruitvale Avenue Saratoga, CA 95070 ATIN: Robert Shook RE: Offsite Improvements on Boh]man Road; Saratoga, CA; Tract 7888 Dear Mr. Shook, Contingent on the transfer of funds currently maintained by Foothill Bank, The Bank of Pleasanton agrees to in>pound $50,000. as retention for the aforementioned project. Should the offsite improvements not be deemed satisfactory by the City of Saratoga, you may then make a simple demand for these funds. This demand must be in writing out- lining the default and addressed to the undersigned. Sincerely, i i D t1 kJ Robert J. Mazza Vice President Real Estate Department ACKNOWLEDGED AND AGREED: The City of Saratoga By: (415) 462 -2265 555 Peters Avenue Pleasanton, CA 94566 RJM /cf By: Robert Shook Brian Morrow City Engineer TEST DATE LOCATION LIFT MOISTURE CONTENT DRY DENS- ITY PFC REL.COM- PACTION 8/11/88 1 Pkg. lot E 10.5 111.00 95.0 2 nka lot W 1 10.8 113 50 95 4 3 Woad -,W 1 11.0 114 00 95 8 4 road E 1 9.8 114.75 96.4 8/15/88 5 pkq lot final 10.2 114.00 95.8 6 pkg. lot final 11.0 114.25 96.0 7 road W 3' 10.4 113.75 95.6 8 road E 3' 10.6 113.50 95.4 8/16/88 9 road -E 4' 9.8 113.00 95.0 10 road W 4' 10.3 113.25 95.2 8/17/88 11 road E final 12.1 113.25 95.2 12 road W final 9.5 114.00 95.8 8/19/88 13 pkg lot E rock 7.1 124.00 95.4 14 pkg lot W 7.8 123.75 95.2 S'Itr fat s' Jg 04 0V ►s Gkc J ©.4- )1 3 1 4 9s.4 s /o/A? l6 ti- Ol) se s t L 1t9 ,Z 1l3 9st 31/ 1 Sk 4 +cam dcA ,f 1/. o 11 4 9C.8' 5/1,1 A l8 S o s) -k It .8 II S 3 4 g4° 51,74Y, I9 1/ 4 0 114 95.r ship, 10 10; vi) 11 I i 4 76.0 MELVIN R. HILL INC. RCE 19704 410 W. SUNNYOAKS AVE CAMPBELL, CA 95008 (408) 866-1546 FIELD DENSITY TEST RESULTS 92 TEST DATE LOCATION LIFT MOISTURE CONTENT DRY DENS- ITY PFC REL.COM- PACTION L I c,,,..43 S d q1` L 1. 113,75" 4 S, b --1-*- wit t er i t01-✓ /o •r- /14 9 5 r Z 3 WQ- fer,4.1. wFia( I1 1 3 f ii D kip ice- kiwi"- 9, 9 1 e 94 0 13,50 se,t. 10.4 /l4 Vt. 96 2' 2G 41 i it 10 wtfyy 9,9 11 31/4 95, Z7 4 174.40 Saws. 1 114-ru g4, Z 7f-s' wI4Ce 1/1 3 1I 4- Vf 94 21 4 ..l- deJkZO+ at) Saver 2 .74 /09 9 1. (i -50 4°`' 1);4 T,¢I 3 qr, 3r 6?.) c b „u, F cep 114 9f. 3s. r0C16 4 6.. �71 1 ll 4- 7C 3 T v 11 0 !l3 9S, G 34- 0 ei., -4r,tr 1ria /9* cry: 11 1I3 '/z 95, 4- MELVIN R. HILL INC. RCE 19704 410 W. SUNNYOAKS AVE CAMPDELL, CA 95008 (408) 866 -1546 FIELD DENSITY TEST RESULTS 4;1 a N J (b J n et— w sa N T 120 115 110 105 100 0 4 N 5 MAXIMUM DRY DENSITY: 119 OPTIMUM MOISTURE CONTENT: 10 15 20 Moisture Content of dry weight) SAMPLE: Bag 1 DESCRIPTION: LABORATORY TEST PROCEDURE: ASTM D1557 -70 10.5 88092 17;7 1 (e di I I n d (rac{ V )/21R i fi x ('!')1/. /z/ it I 4' f /;x l O c (C09 /r. 2- k 2 0 k,” F r 4. D L= 2/ /S.kJ "K n /self /'7, a T c Binkley Associates CONSULTING ENGINEERS 7246 SHARON DRIVE SAN JOSE CALIFORNIA 95129 /.r CLIENT 64 -a7. 4/ X *.F. ha se rdc/ /9)' 7 05 4 F c 7 =mss o /u/ /o a 7 /nod (a. 32t) 2$OO r p//- ave/ -'nt z S 1/04 14 C' k/; r/c r lra r/. 5.3' I 2,r I L �'?3 ?iQ PSG fre 1 L _dC/1;C0/. JOB 7 7te 0 r ,Th S Z JOB NO. /'S'J PREPARED BY J DATE I 2 re SHEET J OF SOIL AND FOUNDATION INVESTIGATION WATER TANK LANDS OF MORROW 14821 BOHLMAN ROAD (APN 517 -13 -015) SARATOGA, CALIFORNIA PREPARED FOR MR. BRIAN MORROW 180 BELWOOD GATEWAY LOS GATOS, CALIFORNIA JUNE 24, 1988 UPP GEOTECNNOLOGY, INC. Engineering Geology Geotechnical Engineering UPP GEOTECHNOLOGY, INC. Engineering Geology Geotechnical Engineering Mr. Brian Morrow 180 Belwood Gateway Los Gatos, CA 95030 SUBJECT: SOIL AND FOUNDATION INVESTIGATION WATER TANK LANDS OF MORROW 14821 BOHLMAN ROAD (APN 517 -13 -015) SARATOGA, CALIFORNIA Dear Mr. Morrow: As you requested, we have performed a Soil and Foundation Investi- ation for the water tank to be constructed above your property (APN 517 -13 -015) located at 14821 Bohlman Road in Saratoga, Cali- fornia. The accompanying report presents the results of our field investigation; laboratory testing; geologic and engineering analy- ses; and our conclusions and recommendations concerning the geo- logic, soil, and foundation engineering aspects of the project. This report is contingent upon our final review of the Grading, Foundation, and Drainage Plans; and our observation of the earth- work and foundation installations during construction. Kindly refer to the text of the report for detailed findings and recommendations. Should you have any questions concerning our re- port, please call. Yours very truly, UPP =TECHNOLOGY, INC. X/ Steven F. Connelly Project Geologist Copies: Addressee (4) Binkley and Associates (1) June 24, 1988 Project No. 163.02R1 Serial No. 3014 1330 S. Bascom Ave. San Jose, CA 95128 (408) 275 -1336 '-/i R. Rexford Upp Registered Soil Engineer 2046 Certified Engineering Geologist 1083 INTRODUCTION This report presents the results of our Soil and Foundation In- vestigation for the water tank to be constructed above your property (APN 517 -13 -015) located at 14821 Bohlman Road in Sara- toga, California. The proposed water tank site is located along the upper southern margin of property owned by Hakone Gardens, adjacent to the subject subdivision (as shown on Figure 1, Site Location Map). Water lines from the water tank will be installed across the elope below the tank towards the subdivision to the east (as shown on Figure 4, Site Plan). The purpose of our investigation was to assess the geotechnical conditions of the proposed water tank site and vicinity, to evalu- ate the soil conditions at the site, and to provide our findings and recommendations concerning the engineering geology and soil and foundation engineering aspects of the site. Our scope of services for this investigation included a site recon- naissance; a review of geologic literature and aerial photographs of the area; subsurface exploration; laboratory testing; geologic and engineering analyses; and the preparation of this report. This report has been prepared for the exclusive use of Mr. Brian Morrow and his Architects, Engineers, and Contractors for the lo- cation, design, and construction of a water tank on the site. Our investigation has been conducted in accordance with generally accepted engineering geology and geotechnical engineering princi- ples and practices. No other warranty, either expressed or implied, is made. In the event that any changes in the nature or location of YPP GIOTECHNOLOGY. ,NC. Morrow Water Tank Soil and Foundation Investigation June 24 1988 Page 2 (of 17 Pages) the improvements are planned, the conclusions and recommendations of this report shall not be considered valid unless such changes are reviewed, and the conclusions and recommendations of this re- port are modified or verified in writing by this firm. This report is issued with the understanding that it is the respon- sibility of the owner, or his representative, to insure that the information and recommendations contained in this report are brought to the attention of the Project Architect and Engineer, and are incorporated into the Plans and Specifications of the develop- ment. He should also insure that the Contractor and Sub Contractors follow the recommendations during construction. METHOD OF INVESTIGATION Geologic literature and aerial photographs were reviewed to deter- mine the prevailing geologic conditions in the site vicinity. Our Principal Engineer observed the proposed water tank site on May 5, 1988. Our Project Geologist conducted a reconnaissance of the site and vicinity on June 2, 1988. Subsurface conditions were investi- gated on the same date by excavating 3 exploratory teat pits with a Backhoe to a maximum depth of about 8 feet. The test pits were excavated around the proposed water tank site, as shown on Figure 4. The locations of the pits were approximately determined by tape and compass methods, and should be considered accurate only to the degree implied by the method used. YPP GROTECHNOLOGK INC. Morrow Water Tank Soil and Foundation Investigation June 24, 1988 Page 3 of 17 Pages) The test pits were logged by our Project Geologist in accordance with the soil classification system described on Figure 5, Key to Logs. The logs of the pits are presented on Figures 6 through 8. The logs show our interpretation of the subsurface conditions on the date and at the locations indicated, and it is not warranted that they are representative of the subsurface conditions at other locations and times. Also, the stratification lines on the logs represent the approximate boundaries between soil types, and the transitions may be gradual. Soil samples obtained from the test pits were retained for laboratory classification and testing. The results of moisture con— tent, dry density, and unconfined compression tests are presented in a table in the text (see Page 5). The results of a plasticity test are presented on Figure 9, Plasticity Chart. G e o logy GEOLOGY AND SEISMICITY The subject site is located along the east flank of the Central Santa Cruz Mountains. Geologic mapping by William Cotton and Associates (1977) indicates that the site is underlain by bedrock materials of the Santa Clara Formation (see Figure 2, Local Geo— logic Map), which consists of poorly indurated alluvial deposits composed of irregular beds of conglomerate, sandstone, and mud stone. William Cotton and Associates (1977) indicate that the pro— posed water tank site is located in an area designated as stable bedrock (see Figure 3, Ground Movement Potential Map). UPP GIOTECMNOLOGY ,NC. Morrow Water Tank Soil and Foundation Investigation June 24 1988 Page 4 of 17 Pages) Seismicity The greater San Francisco Bay Area is recognized by Geologists and Seismologists as one of the most active seismic regions in the United States. There are 3 major fault zones which pass through the Bay Area in a northwest direction which have produced approximately 12 earthquakes per century strong enough to cause structural damage. The faults causing such earthquakes are part of the San Andreas Fault system, a major rift in the earth's crust that ex— tends for at least 700 miles along western California. This fault system includes the Hayward, Calaveras, and San Andreas Fault Zones. The San Andreas Fault is located approximately 2 miles southwest of the subject site. The potentially active Berrocal Fault is located about 1/4 mile southwest of the subject site. The Hayward and Cala— veras Faults are located approximately 14.5 and 17.5 miles north— east of the property, respectively. Surface SITE COIIDITIOIIS The proposed water tank site is located on a saddle on the top of a northeast— trending ridge (see Figure 2). The tank will be con— structed on a site with a natural slope of about 5:1 (horizontal to vertical) towards the southwest (see Figure 4). Several oak trees presently cover the tank site. The northern margin of the site is vegetated with dense brush, and an orchard is located on the hill slope to the south. UPP GEOTICNNOLOGY INC. Morrow Water Tank Soil and Foundation Investigation June 24 1988 Page 5 of 17 Pages) Subsurface Test Pit 1 encountered a layer of stiff silty clay soil varying in thickness between 1 and 3 feet. The soil is underlain by very stiff -to -hard weathered bedrock composed of fractured silty clay stone which persisted to the bottom of the teat pit at a depth of about 6 feet. Test Pit 2 encountered similar materials as those found in Test Pit 2; about 2 feet of silty clay soil and 4 feet of silty claystone weathered bedrock. Relatively fresh hard clayey siltstone bedrock was encountered at a depth of about 7 feet in Test Pit 2. Test Pit 3 encountered about 2 to 3 feet of silty clay soil, under- lain by weathered bedrock composed of irregular poorly consolidated layers of sandstone, siltstone, and claystone. The weathered bed- rock materials are typically fractured and friable but hard. A sample of silty clay soil from a depth of 1 foot in Test Pit 2 was tested for plasticity in our laboratory. The sample yielded a medium Plasticity Index of 18% (see Figure 9). LABORATORY TEST DATA Test Moisture Dry Shear Pit Depth Content Density Strenfth (ft.) (X) (pcf) (kaf) 2 1.0 12 95 1.3 2 3.0 13 106 3.7 2 7.0 9 YPP GROTECHNOLOGY. INC. Morrow Water Tank Soil and Foundation Investigation June 24 1988 Page 6 (of 17 Pages) Ground Water Free ground water was not observed in any of the test pits. It should be noted, however, that fluctuations in the level of subsur- face water can occur due to variations in rainfall, temperature, and other factors not evident at the time our observations were made. FINDINGS Based upon the results of our investigation, it is our opinion that, from a geotechnical viewpoint, a water tank can be con- structed on the site, provided that the recommendations presented in this report are incorporated into the design and construction of the project. The primary constraint to the proposed development is the 2 to 3 feet of non supportive soil material overlying the water tank site. Very stiff -to -hard supportive bedrock materials of the Santa Clara Formation were encountered in the test pits below the soil. The bedrock materials should provide good support for the foundation of the proposed water tank. The long -term stability of many hillside areas is, however, diffi- cult to predict. A hillside will remain stable only as long as the existing slope equilibrium is not disturbed by natural processes, or by the acts of Man. Landslides can be activated by a number of natural processes, such as the loss of support at the bottom of the slope by stream erosion, or the reduction of soil strength by an YPP GEOTICHNOLOGY, INC. Morrow Water Tank Soil and Foundation Investigation June 24, 1988 Page 7 (of 17 Pages) increase in ground water level from excessive precipitation. Arti- ficial processes caused by Man may include improper grading activities; or the introduction of excess water through irrigation, leachfields, or poorly controlled surface run -off. Thus, we recom- mend that careful attention be given during the design and construction of the project to preserve the current state of equi- librium. The occurrence of a landslide within, or adjacent to, the subject site cannot be excluded. A small shallow landslide could be triggered by strong earthquake shaking. Such a slide, however, should not constitute an immediate threat to the integrity of the proposed water tank, provided that it is built in accordance with the recommendations of this report. It should be noted that although our knowledge of the causes and mechanisms of landslides has greatly increased in recent years, it is not yet possible to predict with certainty exactly when and where all landslides will occur. At some time over the span of thousands of years, most hillsides will experience landslide movement, as mountains are reduced to plains. Therefore, a certain unknown level of risk is always present to structures located in hilly terrain. Owners and developers of property located in these areas must be aware of, and willing to, accept this unknown level of risk. It is reasonable to assume that the proposed water tank will be subjected to very strong groundshaking from a major earthquake on the San Andreas Fault or on one of the above mentioned faults UPP GIOTICNNOLOGY nc. Morrow Water Tank Soil and Foundation Investigation June 24, 1988 Page 8 (of 17 Pages) during its design life. During such an earthquake, the danger from fault offset through the site is negligible, but strong ground shaking of the water tank is likely to occur. Maximum anticipated groundshaking intensities are characterized as strong, and equal to a Modified Mercalli Intensity varying between VII VIII (Borcherdt and others, 1975). A Modified Mercalli Intensity of VIII may cause damage to well designed buildings (Yanev, 1974) (see Table I, Modi- fied Mercalli Scale of Earthquake Intensities). Tank Location RECOMMENDATIONS The following recommendations should be incorporated into all aspects of future development. We understand that you intend to construct a water tank along the ridge at the location shown on Figure 4. The location of the pro- posed water tank should be confined to that generalized area. Con- struction of the water tank outside of this generalized area is not recommended without written approval from our firm. Seismic Deai¢n Criteria At a minimum, the proposed foundation, water tank, and associated improvements should be designed to withstand seismic groundshaking equal to a Modified Mercalli Intensity of VIII (see Table I). UPP GIOTICHNOLOGK INC. Morrow Water Tank Soil and Foundation Investigation June 24 1988 Page 9 of 17 Pages) Earthwork We understand that filling is not anticipated for the proposed water tank site. A minimal amount of grading will be required to construct a pad for the proposed water tank. At least 6 feet of material will have to be removed from the northeast uphill edge of the pad. In all earthwork required for the proposed development, we recom— mend that unretained cut slopes in the bedrock should not exceed a gradient of 2:1 (horizontal to vertical), and cuts in surficial soils should not exceed a gradient of 3:1. Steeper cut slopes should be supported with retaining walls. Excavated material may be used as backfill behind retaining walls, or spread in a layer not exceeding 6 inches in thickness over the site vicinity. Excess material should otherwise be removed from the site; or should be placed as engineered landscape fill, if greater than about 6 inches thick. 1. Clearing and Site Preparation The area under the proposed water tank, as well as any areas to be graded, should initially be cleared of all obstructions, including brush and debris. Holes resulting from the removal of underground obstructions below proposed finished subgrade levels should be cleared, and backfilled with suitable material compacted to the re— quirements for engineered fill given below. After clearing, the site should be stripped to a sufficient depth to remove all surface vegetation and organic —laden topsoil. At the YPP GIOTICHNOLOGY, INC. Morrow Water Tank Soil and Foundation Investigation June 24, 1988, Page 10 (of 17 Pages) time of our field investigation, we estimated that a stripping depth of approximately 4 inches would be required on natural slope areas. 2. Material for Pill and Compaction Procedures We understand that placement of fill is not anticipated for the proposed water tank site. Excess excavated material may be placed as engineered fill, however. Material used for fill should not con— tain rocks or lumps greater than 6 inches in diameter, and no more than 15% larger than 2.5 inches. All landscaping fill should be compacted to at least 85% relative compaction, as determined by the ASTM Test Designation D1557 (latest edition). Fill materials should be spread and compacted in lifts not exceeding 8 inches in loose thickness. Natural soil in areas to receive fill should be scarified to a depth of 6 inches; moisture conditioned, if necessary; and compacted to 90% prior to fill placement. Fill placed on elopes with gradients greater than 5:1 should be benched into firm supporting material. Fill in excess of 5 feet thick, or placed on steeper slopes, may require a toe key, as determined by the Soil Engineer at the time of con— struction. 3. Trench Backfill All utility and water line trenches should be backfilled with com— pacted engineered fill. If on —site soil is used, the material should be placed in lifts not exceeding 8 inches in uncompacted UPP GIOTICNNOLOGY INC. Morrow Water Tank Soil and Foundation Investigation June 24, 1988 Page 11 (of 17 Pages) thickness, and should be compacted to at least 90% relative com— paction by mechanical means only. Imported sand may also be used for backfilling trenches, provided that it is compacted to at least 95% relative compaction. Water jetting to obtain the minimum degree of compaction in imported sand backfill should not be permitted. Foundation We recommend that the water tank be founded completely on a pad excavated into competent bedrock. A ring footing foundation design may be used to support the tank. Excavation for the pad, therefore, will be about 2 feet on the downhill side, and 8 feet on the uphill side. As an alternative, the pad could be excavated to the design elevation, and the footing deepened, as necessary, to bear in the bedrock. Ring Footing A ring footing foundation should be designed to support the peri— meter of the water tank. The footing should have a minimum width of 18 inches, and a minimum depth of 12 inches into supportive bedrock material. The footing can be designed for an allowable bearing pressure of 2,500 paf for dead plus live loads, with a 1/3 increase for transient loads, including wind and seismic. Concrete reinforcing should be in accordance with the recommen— dations of the Structural Engineer; but, as a minimum, the footing should be provided with at least one No. 4 bar top and bottom to provide structural continuity, and to permit the spanning of any local irregularities. UPP GIOTICNNOLOGY, INC. Morrow Water Tank Soil and Foundation Investigation June 24, 1988 Page 12 (of 17 Pages) Lateral loads may be resisted by friction between the foundation bottom and the supporting subgrade. A friction coefficient of 0.35 is considered applicable. As an alternative, a passive resistance equal to an equivalent fluid weight of 350 pcf may be used for a footing poured neat in its excavation. Settlement of the foundation designed in accordance with the above criteria is expected to be within tolerable limits for the proposed construction. We estimate that total post construction settlements will be less than 3/4 inch. 2. Slab -on -grade It is anticipated that a concrete slab -on -grade will be used for the perimeter of the tank. We recommend that the slab be supported on 6 inches of non expansive fill, compacted to the requirements for engineered fill given above. Slab reinforcement should be provided in accordance with antici- pated use and loading; but, as a minimum, slabs should be rein- forced with 6 inch by 6 inch 10/10 gauge wire mesh tension rein- forcement. The slabs should be free- floating, and should not be structurally connected to the foundation. The slabs should also be grooved at 10 foot intervals to control any cracking. Prior to the final construction of the slabs, the subgrade surface should be proof rolled to provide a smooth firm surface for slab support. YPP GEOTECMNOLOGY, INC. Morrow Water Tank Soil and Foundation Investigation June 24, 1988 Page 13 (of 17 Pages) 3. Retaining Wall A retaining wall will be required for the cut slope at the uphill margin of the water tank pad. We recommend that the wall be con- structed of steel I -beams set in concrete filled holes and wood lagging. The wall must be designed to resist both lateral earth pressures, and any additional lateral loads caused by surcharge loads on the adjoining ground surface. Lateral earth pressure can be based on an active pressure of 55 pcf plus 1 pcf for every 3 degrees of slope inclination behind the walls. The pier holes for the I -beams should have a minimum diameter of 18 inches, and should penetrate a minimum depth into supportive bed- rock equal to 1.5 times the height of the wall above the ground. The portion of the piers in supportive bedrock may be designed for 450 pef skin friction. Any portion of the piers in non supportive soil, and any point- bearing resistance, should be neglected for support. For resistance to lateral load, an equivalent fluid pres- sure of 350 pcf to a maximum of 1,800 psf may be taken over 1.5 pier diameters for the length of the pier in bedrock. As alternatives, the retaining wall may be designed with a spread footing foundation designed in accordance with the specifications given above for the ring footing for the water tank, or it may be supported by concrete cast -in -place drilled piers. If a drilled pier foundation is used, the piers should have a minimum diameter of 16 inches. Also, as a minimum, a cage of four No. 5 steel reinforcing bars should be provided for the full YPP GIOTECNNOLOGY. INC. Morrow Water Tank Soil and Foundation Investigation June 24, 1988 Page 14 (of 17 Pages) length. Greater steel reinforcement may be required by the Struc- tural Engineer. The bottoms of the pier excavations should be dry and essentially free of all loose cuttings and soil fall -in prior to the instal- lation of the steel and the placement of the concrete. Any accumulated water in the pier excavations should be removed prior to the installation of the I -beams or steel and the placement of the concrete. To verify that the piers are founded in material of sufficient supporting capacity and have been properly prepared, it is essential that we observe the pier holes as they are being drilled. The preceding pressures assume that sufficient drainage is provided behind the walls to prevent the build -up of hydrostatic pressures from surface or subsurface water infiltration. Adequate drainage may be provided by means of a subdrain system consisting of an approximately 1 foot thick curtain of drainrock (crushed rock or gravel) placed behind the wall. The drainrock should be separated from the backfill or native soil by an appropriate filter fabric, approved by the Soil Engineer. If wood lagging is used for the wall, 1/4 inch spacers should be placed between the lagging to allow free drainage. If a solid con- crete or wood wall is used, a drainline should be installed. The drainline should consist of a perforated heavy duty rigid pipe laid on a bed of 2 or 3 inches of gravel at the base of the backdrain. The perforations should be placed down, and the pipe should have a minimum gradient of 2%. Clean -out risers should be provided at the UPP GIOTICNNOLOOX INC. Morrow Water Tank Soil and Foundation Investigation June 24, 1988 Page 15 (of 17 Pages) up- gradient end, and at all sharp changes in direction. The drain line should discharge to an appropriate point through a closed rigid pipe. Backfill placed behind the walls should be compacted to at least 90% relative compaction, using light compaction equipment. If heavy compaction equipment is used, the walls should be appropriately temporarily braced. Alternatively, the wall may be backfilled en- tirely with drainrock dropped in from above. Surface Drainage Control of surface drainage is critical to the successful develop- ment of hillside property. The results of improperly controlled run -off include erosion, gullying, and possibly generations of landslides and soil slips. A positive gradient of at least 2Z should be provided away from the water tank, and ponding of surface water should not be allowed adjacent to the structure. PLAN REVIEW AND CONSTRUCTION OBSERVATION We should be provided the opportunity to review the final Grading, Foundation, and Drainage Control Plans and Specifications in order to verify that our recommendations have been properly incorporated into the proposed project. The earthwork and the installation of the foundation and drainage systems should be performed under our observation to verify that the actual soil conditions are similar to those encountered in our investigation; to provide the oppor- tunity for modifications in the foundation design, if variations in UPP GIOTECHNOLOGY, INC. Morrow Water Tank Soil and Foundation Investigation June 24, 1988 Page 16 (of 17 Pages) conditions are encountered; and to verify that the recommendations of our report are followed during construction. Sufficient notification prior to the start of construction is essential in order to allow for the scheduling of personnel to in- sure proper observation. WE SHOULD BE NOTIFIED AT LEAST 2 WEEKS PRIOR TO THE ANTICIPATED START —UP DATE. IN ADDITION, WE SHOULD BE GIVEN AT LEAST 2 DAYS NOTICE PRIOR TO THE START OF THOSE PHASES OF CONSTRUCTION WHICH WE SHOULD OBSERVE. The phases of construction to be observed or tested by this firm should include, but are not necessarily limited to, the following: 1. SITE GRADING: Near its completion 2. FILL PLACEMENT: To observe site preparation, and to test compaction 3. DRILLED PIERS: During the drilling 4. RETAINING WALL BACEDRAINS: Prior to backfill- ing 5. RETAINING WALL BACKFILL: To teat. compaction, unless backfill is entirely of drainrock 6. SLAB GRADE: Prior to the placement of the steel, to observe base preparation and teat compaction of non expansive fill 7. TRENCH BACKFILL: To test compaction, unless future settlement is acceptable 8. SURFACE DRAINAGE SYSTEMS: Near its completion YPP GIOTICNNOLOGY. INC. Morrow Water Tank Soil and Foundation Investigation June 24, 1988 Page 17 (of 17 Pages) The following Figures, Table, and Bibliography are attached and complete this report: FIGURE NO. SITE LOCATION MAP 1 LOCAL GEOLOGIC MAP 2 GROUND MOVEMENT POTENTIAL MAP 3 SITE PLAN 4 KEY TO LOGS 5 LOG OF TEST PITS 1 THROUGH 3 6 8 PLASTICITY CHART 9 TABLE NO. MODIFIED MERCALLI SCALE OF EARTHQUAKE INTENSITIES UPP GIOTICNNOLOGT,,NC. BIBLIOGRAPHY BORCHERDT, R.D., GIBBS, J.F., and LAJOIE, a.R., 1975, Maps showing maximum earthquake intensity predicted in the southern San Francisco Bay Region, Cali- fornia, for large earthquakes on the San Andreas and Hayward Faults, U.S. Geological Survey, Miscel- laneous Field Studies Map MF -709. UPP GEOTECHNOLOGY, INC., August 12, 1985, Geotechnical Investigation for Preliminary Building Site Approval, Lands of Morrow, 14821 Bohlman Road (APN 517 -13 -015) Saratoga, California. DPP GEOTECHNOLOGY, INC., August 31, 1985, Supplemental Information Geotechnical Investigation for Prelimi- nary Building Site Approval, Lands of Morrow, 14821 Bohlman Road (APN 517 -13 -015) Saratoga, California. UPP GEOTECHNOLOGY, INC., October 4, 1985, Conceptual Plan for Stabilization of Dormant and Old Land- slides, Lands of Morrow, 14821 Bohlman Road (APN 517 -13 -015) Saratoga, California. DPP GEOTECHNOLOGY, INC., November 6, 1985, Supplemental Geotechnical Investigation, Lands of Morrow, 14821 Bohlman Road (APN 517 -13 -015) Saratoga, California. UPP GEOTECHNOLOGY, INC., November 16, 1985, Supple- mental Geotechnical Investigation (Addendum), Lands of Morrow, 14821 Bohlman Road (APN 517 -13 -015) Saratoga, California. UPP GEOTECHNOLOGY, INC., April 2, 1986, Supplemental Geotechnical Investigation, Lands of Morrow, 14821 Bohlman Road (APN 517 -13 -015) Saratoga, California. UPP GEOTECHNOLOGY, INC., May 12, 1988, Drawdown Well Location, Lands of Morrow, 14821 Bohlman Road (APN 517 -13 -015) Saratoga, California. WILLIAM COTTON AND ASSOCIATES, 1977, Analysis of the Geologic Hazards of the Congress Springs Study Area, Santa Clara County, California. YAM, P., 1974, Peace of Mind in Earthquake Country, Chronicle Books, San Francisco, California. UPP GEOTECNNOLOGY. INC. BASE: USGS Cupertino and Castle Rock Ridge 7.5 Minute Quadrangles SITE LOCATION MAP ISP OaOTnCNNOLOGY Er Geoby Grotto ical Emyneem APPROVED EV SCALE PROJECT NO. 1" 2,000' 163.02 LANDS OF MDRRCW 14821 Bohlman Road Saratoga, California DATE June, 1988 Figure 1 7 er •OTsc —445- PRoPO$ED warn TANK sUBDIWslolY EXPLANATION Als Active Landslide Dls Dormant Landslide Sw Slope Wash Al Alluvium Oal Old Alluvium Qtsc Santa Clara Formation Landslide Scarp and direction of movement N( t° Strike and Dip of Bedding 1p Slope Wash BASE: Geologic Map of the Congress Springs Study Area, WILLIAM COTTON AND ASSOCIA,ES, 1977 Oa f LOCAL GEOLOGIC MAP YPP GEOTECHNOLOGY Engineering Geology Geoteclnical Engineering SCALE APPROVED lY XtL/ 1" 200' LANDS OF MH2%7W 14821 Bohlman Road Saratoga, California PROJECT NO. 163.02 1 DATE June, 1988 l Figure 2 14.49m TANK /-1. AO EXPLANATION Ns Moving shallow ground Ps Potentially unstable shallow ground Pd Potentially unstable deep ground Sbr Stable bedrock BASE: Ground Movement Potential Map of the Congress Springs Study Area, WILLIAM COTTON AND ASSOCIATES, 1977 GROUND MOVEMENT P(YPF. NTIAL MAP tip IIPP GNOTtGINOLOGY Engineering Geology Grotectnical Engineerng SCALE APPROVED BY 1" 200' LANDS OF MORROW 14821 Bohlman Road Saratoga, California PROJECT NO. 163.02 1 DATE June, 1988 Figure 3 PRIMARY DIVISIONS sGROUPi SECONDARY DIVISIONS g c p Q r f p Z 6 Z N Q N Z W GRAVELS MORE THAN HALF OF COARSE FRACTION IS LARGER THAN NO. 4 SIEVE CLEAN GRAVELS (LESS THAN 5% FINES) GW Well graded gravels. gravel -sand mixtures, little or no fines GP gravels or gravel -sand mixtures. little or Poorloy fines GRAVEL WITH FINES GM Silty gravels gravel- sand -silt mixtures, non plastic fines. GC Clayey gravels gravel- sand -clay mixtures. plastic fines. SANDS MORE THAN HALF OF COARSE FRACTION IS SMALLER THAN NO. 4 SIEVE CLEAN SANDS 11E55 THAN 5% FINES) SW Nell graded sands, gravelly sands little or no fines. Z t y SP Poorly graded sands or gravelly sands. little or no fines rn SANDS WITH FINES SM Silty sands. sand -silt mixtures. non plastic fines. SC Clayey sands, sand -clay mixtures, plastic fines. RAINED SOILS THAN HALF OF AL IS SMALLER 1. 200 SIEVE SIZE SILTS AND CLAYS LIQUID LIMIT IS LESS THAN 50% ML Inorg Inorganic s and very finan, ocou, silt o clayey fine ilts sands v or clayey e s silt ds s w k th sli ht plasticity r CL Inor o dium py, vely hays sandy clays of clays low silty me clays lean lasticit clays. gra OL Organic silts and organic silty clays of low plasticity. SILTS AND CLAYS LIQUID LIMIT IS GREATER THAN 50% MH Inorgaty nic soil siltss m elas ic tic silaceouts. s or diatomaceous fine sandy or sil CH Inorganic clays of high plasticity. fat clays. OH Organic clays of medium to high plasticity organic silts. HIGHLY ORGANIC SOILS Pt Peat and other highly organic sods. UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D4487t U.S. STANDARD SERIES SIEVE CLEAR SQUARE SIEVE OPENINGS 200 40 10 4 3/4" 3 12" SILTS AND CLAYS SAND GRAVEL COBBLES BOULDERS FINE MEDIUM COARSE FINE I COARSE GRAIN SIZES SANDS AND GRAVELS BLOWS /FOOT SILTS AND CLAYS BLOWS/FOOT t VERY LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE 0 4 4 10 10 30 30 50 CNER 50 VERY SOFT SOFT FIRM STIFF VERY STIFF HARD 2 4 OVER 4 Nam00M M 0 N O 03 0 g RELATIVE DENSITY CONSISTENCY Number of blows of 140 pound hammer falling 30 inches to drive a 2 inch 0.13. 0-3/8 inch I.D.) split spoon CASTM D 1586). *Unconfined compressive strength in tons /sq. ft. as determined by laboratory testing or approximated by the standard penetration test CASTM 13- 1586), pocket penetrometer, torvane, or visual observation. SOIL STRENGTH till UPP GEOTECMNOLOGY KEY TO LOGS I ID6 OF M Saratoga, California Engineering GeokxJy•GeoteU»icai Engmeervg PROJECT N0. DATE Figure 5 163.02 June, 1988 0 FEET 5- 10 N25W -�j f u uaauaPa VP� a.lra 4a"Ia y .1i r /I l Ul u u us' 1. SILTY CLAY, greyish brown, slightly moist, moderately plastic, minor caliche, many roots, stiff (Soil) 2. SILTY CLAYSTONE, olive brown, slightly moist, minor root- lets, fractured at 1" spacing, very stiff to hard (Weathered Bedrock) Logged by S. Connelly, UPP GIDTEICIMDGY, INC., June 2, 1988 LOG OF TEST PIT 1 ISP? GWOTICMNOLOGY Engineering Cto logy Geotev.xral Engineering SCALE APPROVED SY 1 =5' LANDS OF MORROW 14821 Bohlman Road Saratoga, California PROJECT NO. I 163.02 DATE June, 1988 Figure 6 0 FEET 5 10- N 34 E 1. SILTY CLAY, greyish brown, slightly moist, moderately plastic, minor caliche, many roots, stiff (Soil) 2. SILTY CLAYSTONE, olive brown, slightly moist, minor root- lets, fractured at 1" spac- ing, minor siltstone rock fragments, very stiff to hard (Weathered Bedrock) 3. CLAYEY SILTSTONE, yellowish brown, dry, minor rootlets, slightly cemented, friable, hard to very hard (Bedrock) Logged by S. Connelly, LIPP GEOTECSfCLOGY, INC., June 2, 1988 WS OF TEST PIT 2 URr GEOTECNNOLOGY ti Engineering Geology* Crotecincal Engineerng SCALE APPROVED BY 1" 5' LANDS OF MORROW 14821 Bohlman Road Saratoga, California PROJECT P40. 163.02 1 DATE June, 1988 I Figure 7 FEET 0- 5- 10— N66 W -1 Y ,,,,,hY0� IIIYI/IIY/ `1��/ /Y III IY /I V Y 1. SILTY CLAY, greyish brown, moist, moderately plastic, many roots, minor gravel, firm to very stiff (Soil) 2. SILTY SAND, reddish brown, slightly moist, minor rootlets, minor gravel, poorly ce- mented, friable, hard (Weathered Bedrock) 3. CLAYEY SILTSTONE, olive brown, slightly moist, minor roots, poorly cemented, fractured, hard (Weathered Bedrock) 4. GRAVELLY SAND, yellowish brown, slightly moist, minor rootlets, minor clay, gravel to 1/2 channel contacts, oorly cemented, hard (Weathered Bedrock) SILTY CLAY3TONE, dark greyish brown, slightly moist, minor rootlets, fractured at 1/4" spacing (Weathered Bedrock) Logged by S. Connelly, UPP GEOT&OWAI(IGY, INC., June 2, 1988 TAG OF TEST PIT 3 IRP Q1tOT anwoL06Y Engineering Geology. Geoteonlral Engineering SCALE APPROVED SY 1" 5' LANI OF MORROW 14821 Bohiman Road Saratoga, California PROJECT NO. I DATE 163.02 June, 1988 Figure 8 f aft a s s s s s�• c%) xxws nlsoslsvi CH •P CL 9 g CL -Pa ML ML or CK v 0 10 20 30 40 50 60 70 80 90 100 LIQUID LIMIT C KEY SYMOOL OARING No. SAMPLE DEPTN T «t) N AT U RAL W CONTENT x LX)UID LIMIT PLASTICITY INDEX x SIN N 20° 0. o SIEVE LIQUIDITY INDEX UNIFIED q.A SW AIM PIT 2 1.0 12 39 18 75' -0.5 CL tar UP' PLASTICITY CHART LANDS OF MIRROR Saratoga, California Ergrer•g0eoRq•CenaVn.cSEn�ta•y PROJECT NO. DATE 163.02 June, 1988 Figure 9 I. Not felt by people, except under especially favorable circumstances. II. Felt only by persons at rest on the upper floors of buildings. Some suspended objects may swing. III. Felt by some people who are indoors, but it may not be recognized as an earthquake. The vibration is similar to that caused by the passing of light trucks. Hanging objects swing. IV. Felt by many people who are indoors, by a few outdoors. At night some people are awakened. Dishes, windows and doors are disturbed; walls make creaking sounds; stationary care rock noticeably. The sensation is like a heavy object striking a building; the vibration is similar to that caused by the passing of heavy trucks. V. Felt indoors by practically everyone, outdoors by most people. The direction and duration of the shock can be estimated by people outdoors. At night, sleepers are awakened and some run out of buildings. Liquids are disturbed and sometimes spilled. Small, unstable objects and some furnishings are shitted or upset. Doors close or open. VI. Felt by everyone, and many people are frightened and run outdoors. Walking is difficult. Small church and school bells ring. Windows, dishes and glassware are broken; liquids spill; books and other standing objects tall; pictures are knocked from walls; furniture is moved or overturned. Poorly built buildings may be damaged, and weak plaster will crack. VII. Causes general alarm. Standing upright is very difficult. Persons driving cars also notice the shaking. Damage 1s negligible in buildings of very good design and construction, slight to moderate in well -built ordinary structures, considerable in poorly built or designed structures. Some chimney■ are broken; interiors and furnishings experience considerable damage; architectural ornaments fall. Small slides occur along sand or gravel banks of water channels; concrete irrigation ditches are damaged. Waves form in the water and it becomes muddied. VIII. General fright and near panic. The steering of cars is difficult. Damage is slight in specially designed earthquake resistant structures, considerable in Well -built ordinary buildings. Poorly built or designed buildings experience partial collapses. Numerous chimneys fall; the walls of frame buildings are damaged; interiors experience heavy damage. Frame houses that are not properly bolted down may move on their foundations. Decayed pilings are broken oft. Trees are damaged. Cracks appear in wet ground and on steep slopes. Changes in the flow or temperature of springs and wells are noted. Panic is general. Interior damage 1s considerable in specially designed earthquake resistant structures. Well -built ordinary buildings suffer severe damage, with partial collapses; frame structures thrown out of plumb or shifted off of their foundations. Unreinforced masonry buildings collapse. The ground cracks conspicuously and some underground pipes are broken. Reservoirs are damaged seriously. K. Most masonry and many frame structures are destroyed. Specially designed earthquake resistant structures may suffer serious damage. Some well -built bridges are destroyed, and dams, dikes and embankments are seriously damaged. Large landslides are triggered by the shock. Water is thrown onto the banks of canals, rivers and lakes. Sand and mud are shifted horizontally on beaches and flat land. Rails are bent slightly. Many buried pipes and conduits are broken. KI. Few, if any, masonry structures remain standing. Other structures are severely damaged. Broad fissures, slumps and slides develop in soft or wet soils. Underground pipe lines and conduits are put completely out of service. Rails are severely bent. xII. Damage is total, with practically all works of construction severely damaged or destroyed. Waves are observed on ground surfaces, and all soft or vet soils are greatly disturbed. Heavy objects are thrown into the air, and large rock masses are displaced. IE. TABLE I MODIPIED MERCALLI SCALE OF EARTHQUAKE INTENSITIES YANEV, P., 1974, Peace of Mind in Earthquake Country, Chronicle Books, San Fran- cisco, California. INM GEOTECHNOLOGY Engineering Geology Geotechnical Engineering Mr. Brian Morrow 180 Belwood Gateway Los Gatos, CA 95030 SUBJECT: GEOTECHNICAL INVESTIGATION FOR PRELIMINARY BUILDING SITE APPROVAL LANDS OF MORROW 14821 BOHLMAN ROAD (APN 517 -13 -015) SARATOGA, CALIFORNIA Dear Mr. Morrow, 1000 A Thornton Way P.O. Box 28545 San Jose, CA 95159 (408) 275 -1336 RECEIVED PUG 14 1985 COMMUNITY DEVELOPMENT August 12, 1985 Project No. 163.1 Ser. 1356 INTRODUCTION As you requested, we have performed a geotechnical investigation for preliminary building site approval for your approximately 17 acre parcel (APN 717 -13 -015) located at 14821 Bohlman Road in Saratoga, California. This property is the site of a former estate. We understand the existing house and surrounding land has already been subdivided into a separate parcel and is not consi- dered in this investigation (see Figure 2, Site Plan and Geologic Map). We also understand that the current owner anticipates subdividing the remaining vacant land into three parcels for development as individual homesites. The Crystal Springs Geologic Map and Ground Movement Potential Map shows much of the parcel, including two of the proposed homesites, to be in an area underlain by an old landslide with a potential for deep landslide movement. The purpose of our investigation, there- fore, was to assess the geotechnical conditions at the the site and vicinity and to make a preliminary evaluation of the geotechnical suitability of the proposed sites for single family homes. Our scope of work included a reconnaissance of the site and vicinity, a review of geologic literature and aerial photographs of the area, consultation with the town of Saratoga, subsurface exploration and testing, laboratory testing, geologic and engin- eering analysis, and preparation of this report. This report has been prepared in accordance with generally accepted engineering Lands of Morrow August 12, 1985 Page 2 geology and geotechnical engineering principles and practices for the exclusive use of Mr. Brian Morrow for preliminary building site approval. No other warranty, either expressed or implied, is made. In the event that any changes in the proposed development or in the location of the improvements are planned, the findings and recom- mendations of this report shall not be considered valid unless such changes are reviewed and the findings of this report are modified or verified in writing. METHOD OF INVESTIGATION Geologic literature and aerial photographs were initially reviewed to determine the prevailing geologic conditions in the site vicinity. A site reconnaissance by our principal engineering geologist and detailed engineering geologic mapping by our senior engineering geologist were performed in June and July, 1985. Subsurface conditions were investigated on July 6 thru 8, 1985, by drilling two test borings with a six -inch diameter rotary -wash drill rig. The holes were drilled to depths of 126 feet and 100 feet at the approximate locations shown on Figure 2. In addition, a 36 -inch diameter boring was drilled over the period July 13 thru July 18 to a depth of 105 feet. The locations of the borings were approximately determined by estimation from features shown on the topographic map and should be considered accurate only to the degree implied by the method used. The small diameter borings were continuously logged by our repre- sentative. Representative samples were obtained at periodic inter- vals for visual classification. The large diameter boring was continuously logged by down -hole visual observation by our prin- cipal engineering geologist. Disturbed and "undisturbed" liner samples were obtained at appropriate depths for laboratory testing. The logs of the borings are presented on Figures 4 thru 10. The boring logs show our interpretation of the subsurface conditions at the date and locations indicated, and it is not warranted that they are representative of the subsurface conditions at other locations and times. Also the stratification lines on the logs represent the approximate boundaries between soil types and the transitions may be gradual. Soil samples from the large diameter boring were returned to our laboratory for direct shear testing. The results of these tests are presented on Figure 11. UPP B.OTsCNNOLOGY Lands of Morrow August 12, 1985 Page 3 GEOLOGY AND SEISMICITY Geologic Setting The subject parcel is located on the northeast flank of the Santa Cruz Mountains in the foothills adjacent to Santa Clara Valley. The area is underlain predominately by materials of the Santa Clara Formation, which in general include poorly sorted, semi— consol— idated gravel, sand, silt, and clay. Subsequent to deposition, these materials were deformed into a series of northwest trending folds. The higher mountains to the west are underlain by bedrock of the Franciscan Assemblage including sandstone, shale, chert, limestone, and metamorphic rocks. In the site vicinity, the rocks of the Franciscan Assemblage are separated from those of the Santa Clara Formation by a branch of the Berrocal Fault. Our reconnaissance mapping and the Congress Springs Geologic Map show that landslides are common in the vicinity of the subject parcel. These landslides represent several generations of earth movement ranging from older and now stable landslides to active and currently moving landslides. The western half of the subject parcel lies within the head of one of these older landslides (see Figure 1, Site Vicinity Geologic Map). More recent but dormant landslides appear to lie within the old landslide. The site, like the rest of the San Francisco Bay region, is subject to moderate to periodically high seismic activity. The regional seismic setting is dominated by the San Andreas Fault and other faults associated with the San Andreas Fault system including the Berrocal, Monte Vista, Hayward, and Calaveras Faults. The San Andreas Fault system extends for over 700 miles from the Gulf of Mexico, thru the Coast Ranges to Point Arena. The Berrocal and San Andreas Faults are located nearest the subject property. The Berrocal Fault, located approximately 1000 feet southwest of the site, is considered to be potentially active and capable of generating a 6.5 to 7.0 Richter Magnitude earthquake. The San Andreas Fault, located approximately 1.8 miles southwest of the site, is considered capable of generating an 8.3 Richter Magnitude earthquake. Site Description A prominant north to northeast trending ridge with a maximum elevation of 778 feet characterizes the eastern portion of the subject parcel (see Figures 1 and 2). This ridge also extends across the southern property line and forms the rim of a bowl shaped depression which dominates the western portion of the site. At some places the slopes on the flanks of the ridge exceed a UPP GNOTECNNOLOGY Lands of Morrow August 12, 1985 Page 4 gradient of 1 3/4:1 (horizontal to vertical). A knoll with a maximum elevation of about 730 feet is located in the upper portion of the bowl. The crest of the knoll is nearly level whereas its flanks slope moderately away at a gradient of about 3:1. North of the knoll the surface has a gentle gradient of about 10:1. The swale between the knoll area and the steep ridge to the east has poor drainage characteristics and remains wet throughout the winter months. The remainder of the site, however, has generally good drainage. Vegetation on the parcel consists mainly of wild grasses, oak trees, native shrubs and a few fruit trees. Site Geology The main ridge and eastern portion of the property is underlain by slightly consolidated gravel conglomerate, sandstone, siltstone, and claystone of the Santa Clara Formation. No well defined outcrops were observed on the subject site, but nearby exposures on all sides of the parcel generally have a northwest strike and a dip to the northeast of about 40 degrees (see Figure 1). A distinctive limestone outcrop is located near the crest of the main ridge. Its origin is unknown, but it may be a remnant of Franciscan rock that was buried by deposition of the Santa Clara material. Exploratory Boring 1 was drilled to a depth 126 feet near the northern property line and Boring 2 was drilled to a depth of 100 feet on the crest of the knoll (see Figure 2). Representative samples were obtained from Boring 1 with a standard penetration testing split barrel sampler every ten feet to a depth of 100 feet and every five feet thereafter. For correlation, samples were obtained from Boring 2 at 25 foot intervals. Subsurface conditions are shown on Figure 3, Cross Section A -A'. To the maximum depth explored, the borings encountered material characteristic of the Santa Clara Formation consisting of inter layered gravelly and clayey sandstone with ocassional sandy siltstone, (see Figures 4 thru 7). The color was consistently a reddish to yellowish brown to a depth of about 60 feet, below which it was a fairly uniform dark bluish to dark greenish gray. No clay layers were observed in these borings, and the samples showed no signs of shearing or other evidence of having been disturbed. The material encountered had a very dense consistency with the standard penetration test blow counts exceeding 100 per foot below a depth of about 30 feet. UPP GIOTECNNOLOGY Lands of Morrow August 12, 1985 Page 5 Exploratory Boring 3 was drilled at the base of the knoll to a depth of 105 feet. The wall of this large diameter boring was carefully visually examined to a depth of 94 feet. In this boring we observed interlayered yellowish brown to reddish brown sandy gravel conglomerate, sandstone and siltstone to a depth of about 65 feet. At that depth we observed a very distinct slide surface with a strike of about north 30 west and a dip of about 50 to 60 degrees to the northeast. The surface has no slickensides at that location, but it does have undulations or grooves that are parallel to the dip. The slide surface forms a sharp contact between brown coarse granular material above and greenish gray silty claystone below. The sand content of the claystone gradually increases downward to a depth of about 73 feet, below which it is classified as a clayey sandstone. Sandstone and gravel conglomerate similar to that encountered in the other borings were observed from 73 feet to about 92 feet. At 92 feet we observed a lens of fairly clean angular gravel. Immediately above the gravel several preserved branch -size wood pieces are embedded in a lens of clayey sandstone. Ground water was encountered in each of the borings. Stabilized levels were recorded at a depth of 50 feet in Boring 1 and 60 feet in Boring 2. The ground water stabilized at about 40 feet in Boring 1. Much of this water appeared to come from the gravel aquefer at about 95 feet. It should be noted that fluctuations in the level of subsurface water can occur due to variations in rain fall, temperature and other factors not evident at the time our observations were made. LANDSLIDE EVALUATION Our investigation established that the western portion of the subject parcel is underlain by a fairly extensive landslide deposit. In plan, the upper two thirds of the slide is bowl shaped and about 600 feet wide (see Figure 1). The lower one third narrows to a chute about 200 feet wide. The chute is formed by a restriction in the surrounding Santa Clara Formation bedrock. Overall the slide is about 1200 feet long. The topography of the bowl area is characterized by relatively uniform slopes whereas the chute area has irregular somewhat hummocky topography. A knoll and central ridge are located within the bowl with a swale along each side. Visual observation in Boring 3 showed that the slide surface was at a depth of about 65 feet and formed a sharp contact between the brown material above and the gray below. Although neither clay layers nor slide surfaces were detected in Borings 1 and 2, it is UPP GIOTICHNOLOGY Lands of Morrow August 12, 1985 Page 6 our opinion that the change in color probably occurs across the slide surface. The slide surface apparantly acts as a barrier to ground water movement so that the material below the surface has remained constantly below the ground water table in a reducing environment. The gray color is the result of chemical reduction of the originally oxidized sediments of the Santa Clara Formation. The apparant slide surface is shown in Figure 3. A stability analysis of the slide was performed using the TSLOPE program based on Spencer's Method of Slices. Soil strength parameters were determined by direct shear tests on several undis- turbed samples obtained from the clay layer below the slide surface (see Figure 11, Direct Shear Test Data). Several strength values were used for comparison, but a cohesive intercept of 1200 psf and an angle of internal friction of 20 degrees appeared most appro- priate for further analysis. The effects of changes in the ground water level and of the seismic coefficient were also evaluated. As shown in Figure 3, the slide surface used in the analysis was modified somewhat (in a more conservative way) from the actual slide surface to eliminate tensile interslice forces in the anal- ysis. A summary of stability analysis results are presented on Figure 12. The stability analysis showed that the main portion of the land- slide had a static Factor of Safety greater than 1.5 under all likely conditions and should be considered stable. The Factor of Safety was reduced to near 1.0 under a seismic coefficient of 0.24 with the ground water level at 40 feet below the surface. It should be noted that the stability analysis was based on the landslide configuration shown in the cross- section. In actuality, the main bowl shaped portion of the slide is further restricted from movement by the confining bedrock ridges to the north. FINDINGS AND RECOMMENDATIONS Based on the results of our investigation, it is our opinion that the subject parcel is suitable, from a geotechnical standpoint, for subdivision and construction of three single family homes. Pro- posed Site 1 is located along the crest of the bedrock ridge in the eastern portion of the parcel; Site 2 is located on the crest of the knoll in the western portion of the parcel; and Site 3 is located on the gently sloping area at the base of the knoll (see UPP GEOTICNNOLOGY Lands of Morrow August 12, 1985 Page 7 Figure 2). Although the western portion of the parcel, including Sites 2 and 3, is located within the head area of an old landslide, it is our opinion that the portion of the slide underlying the proposed development should be considered stable under all antici— pated conditions provided the recommendations of this report and subsequent recommendations by the geotechnical engineer are incorporated into the project. To insure stability of the old landslide even under strong seismic shaking, measures should be taken to prevent the ground water level from rising closer than 40 feet from the surface. (At the time of our investigation, the level was generally lower than 40 feet.) These measures should include the following: Controlling surface runoff to prevent excess winter infiltration. Installing a monitor well to obvserve the ground water level. Installing one or more pumps to lower the ground water level if necessary. The swale to the east of Site 3 may be the head of a relatively shallow dormant landslide. The access road will probably cross this area. Therefore, its stability should be established or stabilizing measures employed during development. A detailed soil and foundation investigation should be conducted for each homesite, tank site, roadways, bridge, and other improve— ments. It should be noted that although our knowledge of the causes and mechanisms of landslides has greatly increased in recent years, it is not yet possible to predict with certainty exactly when and where all landslides will occur. At some time over the span of thousands of years, most hillsides will experience landslide movement as mountains are reduced to planes. Therefore, a small but unknown level of risk is always present to structures in hilly terrain. This level of risk is of course increased when structures are located in areas where landslides have occured in the past. UPP GIOTNCNNOLOGY Lands of Morrow August 12, 1985 Page 8 It has been our pleasure to provide this investigation for you. Should you have any questions, please call. Yours very truly, UPP GEOTECHNOLOGY R. Rexford Upp Registered Civil Engineer 37340 Certified Engineering Geologist 1083 RRU:cb Copies: Addressee (3) Town of Saratoga (1) William Cotton Associates (1) Attachments: Figure 1: Site Vicinity Geologic Map Figure 2: Site Plan and Geologic Map Figure 3: Cross Section A —A' Figures 4 thru 10: Logs of Borings 1 thru 3 Figure 11: Direct Shear Test Data Figure 12: Summary of Stability Analyses Results UPP GIOTECHNOLOGY EGUIPMENT8I' 'Otarz Wash DEPTH TO GROUNDWATER 50' DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SANDY SILT, topsoil CLAYEY SANDSTONE (Weathered Santa Clara Formation) CLAYEY SANDSTONE and SANDY CLAYSTONE, interlayered GRAVELLY SANDSTONE, subrounded coarse grave] GRAVELLY SANDSTONE CONGLOMERATE GRAVELLY SANDSTONE GRAVELLY SANDSTONE, subrounded coarse gravel fril YPP GEOTICHNOLOGY En. nee. y Dsc',a1)• Geotectu,,,l En ny ELEVATION 669' DEPTH TO BEDROCK 3 0' COLOR Light Olive Brown Dark Bluish Gray CONSIST Yied.Brn Stiff Red Brn (Very Dense) (Dense and Hard) 1 SOIL TYPE ML (SM) (SM) (CL) DEPTH (FEET) /0 20 30 X 72 vo 70 —80 PROJECT NO DATE 50 123 60- LOGGED BY R. L'pp DATE DRILLED 6/6/85 58 AL_ 35 90/3 1 •:5 Fi wz wz z 3 0 U ATD 7 day LOG OF BORING 1 LANDS OF MORROW SARATOGA, CALIFORNIA EQUIPMENT 8" ROtar`- Wash ELEVATION 669' LOGGED BY R. Upp DEPTH TO GROUNDWATER 50' DEPTH TO BEDROCK 3.0' DATE DRILLED 6/6/85 DESCRIPTION AND CLASSIFICATION DEPTH (FEET) w c. u C r z o a cr. i u LL ow i a D LL w¢ Y m DESCRI AND REMARKS COLOR CONSIST SOIL TYPE GRAVELLY SANDSTONE (continued) GRAVELLY SILTSTONE Dark Bluish Gray 90 IDD X17/7' 00/4' no ao 00/5' 1 00/2' 1 00/3' 100 93 xl BOB 126' LOG OF BORING 1 UPP GEOTECMNOLOGY J LANDS OF MORROW SARATOGA, CALIFORNIA kyinee, -y ,Ka..y Cro:errvu q Kip y PROJECT NO. DATE I Figure 5 163.1 August 1985 EOUIPMENT 8" Rotary [tiash ELEVATION 745' LOGGED By R. Lipp DEPTH TO GROUNDWATER 60' DEPTH TO BEDROCK 2.0' DATE DRILLED 6/8/85 DESCRIPTION AND CLASSIFICATION DEPTH I FEET LL 5 a Qcv iw a to Q' IP` ti ;C u O u w` O c w v, yQY m D AND REMARKS COLOR CONSIST SOIL TYPE SANDY SILT. (topsoil) 3rown Firm ML v ATD 1 Wk GRAVELLY SANDSTONE (Santa Clara Formation) Dark Yellow Brown 10 -H —20 _T 30 —40__ 50 so— 70 -XI 8D— 46 x104 SANDY SILTSTONE Dark Greenish Gray 114 NPP GROTICMNOLOGr 03 LOG OF BORING 2 LANDS OF MORROW SARATOGA, CALIFORNIA e-y,neet �v�Intip,,.,,r „lK PROJECT NO. DATE Figure 6 163.1 August 1985 EQUIPMENT o' Rotary Wash ELEVATION 745' LOGGED BY R. Upp DEPTH TO GROUNDWATER 60 DEPTH TO BEDROCK 2.0' DATE DRILLED 6/8/85 DESCRIPTION AND CLASSIFICATION DEPTH n s a 0 *1in :c� i W O 5 t' c 8 >—u ¢Za o O cc w v N w DESCRIPTION AND REMARKS COLOR CONSIST SOIL TYPE (FEET) SANDY SILTSTONE Dark Greenist Gray 90 /oo 100/2" BOB 100' YIM GtOTtCMNOLOGY 1 1( 1 3 LOG OF BORING 2 LANDS OF MORROW SARATOGA, CALIFORNIA I'>gi nee' .l 3e (13e-3! et NKa' F kyr ryrr PROJECT NO DATE Figure 7 163.1 August 1985 EQUIPMENT 36" Ham Auger ELEVATION 693' LOGGED Bt R upp DEPTH TO GROUNDWATER 40' DEPTH TO BEDROCK 6 DATE DRILLED 6/14/85 DESCRIPTION AND CLASSIFICATION DEPTH (FE E fr a z c' .3 w 0 a ¢m Q U a 3 0 U F U. o W a O a N Y w DESCRIPTION AND REMARKS COLOR CONSIST SOIL TYPE SANDY SILT, sl. moist, minor subrounded coarse gravel (top- soil) vled.Brn, Very Stiff 5 /0 v SANDY CLAY, 10% fine to coarse gravel °Ied.Brn Very Stiff CLAYEY SANDSTONE, fine to medium grained (weathered Santa Clara Formation) fellow- 3rown SANDSTONE, interlayered yellow- brown and red brown, bedding indistinct no fractures Yellow- 3rown /5 Za CONGLOMERATE, coarse gravel, moderately friable 2eddish 3rown ATD 12 hr CONGLOMERATE, angular sandstone cobbles Yellow- 3rown CONGLOMERATE, coarse sandy gravel fellow- 3rown 25 30 -35 --Lip SILTSTONE lens (.Brown SANDSTONE coarse f.Br•.I, CONGLOMERATE, gravel, interbedded with coarse sandstone and siltstone fellow- 3rown SANDSTONE with coarse grave] and minor cobbles and boulders fellow- 3rown IMP GtOTECHNOLOGY itij LOG OF BORING 3 OF MORROW SARATOGA, CALIFORNIA hymen -y :rcn,y, Grotnmicai E rrymm�y PROJECT NO DATE Figure 8 163.1 August 1985 EQUIPMENT F Disr Auger ELEVATION 693' O DEPTH TO GROUNDWATER 40 DEPTH TO BEDROCK 6.0 85 DESCRIPTION AND CLASSIFICATION DEPTH IFEEn N3ldWVS Pt N E1 PA Ii(1N RES( ;LANCE (BLOWS /FT 1 i "el 1Nj1NJ0 tl31VM DRY DENSITY (PCF I SHEAR STRENGTH (KSF) DESCRIPTION AND REMARKS COLOR CONSIST sole TYPE SANDSTONE, (continued) Yellow- Brown 95 SANDSTONE, coarse sand and fine grave] Yellow- Brown SANDSTONE CONGLOMERATE inter- layered in 1" beds Yellow- Brown CONGLOMERATE, fine sandy gravel, discontinuous lenses of silty clay Yellow- Brown --50-- 55 CONGLOMERATE, coarse gravel Y.Brown SANDSTONE, fine sand Y. Brown 60 CONGLOMERATE, sandy gravel Old Slide t Yellow- Brown SILTY CLAYSTONE Dark Bluish Gray b5 -70— 75 80 CLAYEY SANDSTONE Dark 3luish Jray SANDSTONE, medium grain, highly gractured Dark Bluish ,ray LOG OF BORING 3 YPP GEOTtCi1NOLOC LANDS OF MORROW SARATOGA, CALIFORNIA PROJECT NO. DATE Figure 9 163.1 August 1985 EOUIPMENT 36" Diam Auger ELEVATION 693' LOGGEDBY R. I DEPTH TO GROUNDWATER 40 DEPTH TO BEDROCK 6.0 85 DESCRIPTION AND CLASSIFICATION DEPTH IF EETI i killdNIVS PEN[TRATInN RESISlANOE (BLOWS /FT.I "off 1N31N00 1131MM ISN AlIS ASO SHE AR STRENGTH (KSF) DESCRIPTION AND REMARKS COLOR C ONSIST SOIL TYPE SANDSTONE, fine sand, some clay, vertical joints Dark Bluish Jray 85 -I -9o- SILTY SANDSTONE, many wood fragments Dark Bluish Sray GRAVEL, coarse angular Dk.Gry. Brown SLOUGH from caved walls 95 -/00- BOB 105' /05 —no— YIP GEOTICH1110LOGr LOG OF BORING 3 LANDS OF MORROW SARATOGA, CALIFORNIA PROJECT NO. DATE Figure 10 163.1 August 1985 TEST DATA TEST NUMBER 1 2 3 4 NORMAL PRESSURE (KSF) 2. to 8 /Z SHEAR STRENGTH (KSF) 1.2 3.6 H.0 q. 3 IN IT:AL H10 CONTENT (X) FINAL HA CONTENT (X) INITIAL DRY DENSITY (PCF) FINAL DRY DENSITY (PC9 STRAIN RATE. 01 n fMM 0 23 Nsi lil liiil REOLDE 1 EPWIIIPr AIL EN RE ELOPE P PPPm m 2,. C• 1 -00 PS all TEST DATA TEST NUMBER 1 2 3 4 NORMAL PRESSURE (KSF) 2. to 8 /Z SHEAR STRENGTH (KSF) 1.2 3.6 H.0 q. 3 IN IT:AL H10 CONTENT (X) FINAL HA CONTENT (X) INITIAL DRY DENSITY (PCF) FINAL DRY DENSITY (PC9 STRAIN RATE. 01 n fMM SAMPLE DATA DESCRIPTION' 61uIS6 ra Slay Clay BORING NC_ 3 DEPTH IR I '66 i ELEVATION (ft) TEST RESULTS APPARENT COHESION (C)' 12,00 PSf APPARENT ANGLE OF INTERNAL FRICTION (0) Ze 8 7 7 9 3 L ag i i UPP GEOTECHNOLOGII rn(ineer.ny Le..,,W. Crintoi „r :bytneerry 3 l 5 6 7 8 NORMAL PRESSURE (KSF) DIRECT SHEAR TEST DATA LANDS OF MORROW SARATOGA, CALIFORNIA PROJECT NO 163.1 DATE August 1985 Figure 11 SHEAR STRESS (KSF) SUMMARY OF STABILITY ANALYSES RESULTS C 0 GW"I Seis. Coeff. F.S. 1800 23 Static 0 3.2 1200 20 Static 0 2.5 1000 15 Static 0 1.9 1200 20 Surface 0 1.9 1200 20 -40' 0 2.4 1200 20 -40' 0.24 1.01 SUMMARY OF STABILITY ANALYSES RESULTS UPP GEOTECINOLOGY Engineering Geology G o ectw'Kai Engineering APPROVED SY SCALE 1 N/A LANDS OF MORROW 14821 BOHLMAN ROAD SARATOGA, CALIFORNIA PROJECT NO. 163.1 DATE August 1985 I Figure 12 Mr. Brian Morrow 180 Belwood Gateway Los Gatos, CA 95030 SUBJECT: SUPPLEMENTAL GEOTECHNICAL INVESTIGATION LANDS OF MORROW 14821 BOHLMAN ROAD (APN 517 -13 -015) SARATOGA, CALIFORNIA Dear Mr. Morrow, INTRODUCTION April 2, 1986 Project No. 163.1L6 Ser. 1426 This Supplemental Geotechnical Investigation is in response to the Supplemental Geologic Review, dated March 14, 1986 bythe geotech— nical consultants of the City of Saratoga. The proposed building site on Lot 1 of the Morrow Subdivision, SD -1619, at 14821 Bohlwan Road in Saratoga extends onto an area mapped as a potentially dor— mant landslide in our Supplemental Geotechnical Investigation dated November 16, 1985. The potentially dormant landslide was mapped by air photo analysis based upon the topographic expression of the swale in the area. The City's geotechnical consultants requested additional geologic evidence to demonstrate the stability of the building site area of Lot 1. The purpose of this investigation, therefore, was to study by sub— surface investigation, the area previously mapped by air photo analysis as a potentially dormant landslide., and to demonstrate the stability of the proposed building site area. This report has been prepared for the exclusive use of Mr. Brian Morrow and his architects and engineers for design and construction of the proposed project in accordance with generally accepted geo— technical engineering principles and practices. No other warranty, 1000 A Thomton Way P.O. Box 28545 San Jose. CA 95159 (40111 2754336 Lands of Morrow April 2, 1986 Page 2 either expressed or implied, is made. In the event that any changes in the nature or locations of the improvements are planned, the conclusions and recommendations of this report shall not be considered valid unless such changes are reviewed and the con— clusions of this report modified or verified in writing by Upp Geotechnology. METHOD OF INVESTIGATION As the basis for this investigation, six Exploration Pits, numbered Pit 7 through Pit 11, were excavated on March 28, 1986 with a back hoe to a maximum depth of 13 feet. Pit locations were determined using a compass and tape from features shown on the site plan and should be considered accurate only to the degree implied by the method used. Pits 4 and 5, excavated on October 27, 1985 was also used in the analysis of the stability of the area. The pits were examined by our principal engineering geologist and were logged by our representative. Logs of the pits are presented on Figures 3 through 8. The logs show our interpretation of the subsurface conditions at the date and locations indicated, and it is not warranted that they are representative of the subsurface conditions at other locations and times. Also the stratification lines on the logs represent the approximate boundaries between soil types and the transition may be gradual. SUBSURFACE CONDITIONS Exploration Pit 4, shown in Figure 3, exposed light yellowish brown, clayey gravelly sand weathered bedrock underlying approximately 1 foot of dark brown gravelly silty clay soil. Exploration Pit 5, shown in Figure 4, exposed light yellowish brown, gravelly clayey sand "weathered bedrock" underlying about two to three feet of dark brown, silty clay soil. Exploration Pit 6, shown is Figure 5, exposed dark brown, gravelly sand and light yellowish brown, siltstone "bedrock" at a depth of 5.5 to 7 feet. Above the "bedrock" is a zone of light olive brown, Lands of Morrow April 2, 1986 Page 3 silty clay "weathered bedrock" and colluvium, underlying approxi- mately 3.5 feet of dark brown, gravelly sandy clay soil. Exploration Pit 7, shown in Figure 6, exposed approximately 4 feet of dark brown, gravelly sandy clay soil underlain by up to 4.5 feet of dark brown, gravelly silty clay colluvium and landslide debris. A curved slip surface composed of clay with faint elickenlines was found at a depth of approximately 8 feet in the downslope, NE trench wall. The axis of the curved slip surface trends approx- imately N52E and plunges at about 30 degrees to the SW. The slip surface does not appear to displace the soil above. Below the slip surface is a 1 to 2.5 foot thick zone of yellowish brown, gravelly sandy clay "weathered bedrock Below the "weathered bedrock" is hard, dark brown, gravelly sand "bedrock" and hard, yellowish brown, sandstone "bedrock The bedrock surface has a trough shape roughly coincident with the curved slip surface above and appears to dip approximately 30 degrees in a downslope, NE direction. Exploration Pit 8, shown in Figure 7, exposed dark brown, hard, gravelly sand "bedrock" at a depth of approximately 5.5 feet. About 3 feet of yellowish brown, gravelly sandy clay "weathered bedrock" underlies approximately 2.5 feet of dark brown, gravelly sandy clay soil. Exploration Pit 9, shown in Figure 8, exposed approximately 4 feet of dark brown, gravelly sandy clay soil underlain by dark brown, gravelly sandy clay colluvium and "weathered bedrock" to the bottom of the trench at 6 feet. The material was wet and water was seeping into the bottom of the trench. Exploration Pit 10, shown in Figure 9, exposed approximately 4 feet of dark brown, gravelly sandy clay soil underlain by yellowish brown, silty clay colluvium and landslide debris. Several minor clayey slip surfaces dipping towards the NE were observed within the landslide debris. A prominent slip surface with an attitude of NS dipping 22 degrees W was observed in the corner of the trench at a depth of approximately 12 feet. Slickenlines oriented downdip were observed on the clay slip surface. A one foot thick, strong brown, gravelly clayey sand layer was located just above and parallel to the slip surface. Yellowish brown, siltstone and fine grained sandstone "bedrock" were located below the slip surface. IIR Lands of Morrow April 2, 1986 Page 4 Exploration Pit 11, shown is Figure 10, exposed strong brown, gravelly sand "bedrock" at a depth of 3.5 feet. Above is yellowish brown, sandy clay colluvium and "weathered bedrock" underlying approximately 1.5 feet of dark brown, gravelly sandy clay soil. FINDINGS AND RECOMMENDATIONS Based upon the subsurface information obtained for this invest- igation, it is our opinion that the Swale area previously mapped as a potentially dormant landslide, is in fact, a stable erosional and depositional feature. undisturbed bedrock /colluviul /soil sequences of the Santa Clara Formation were observed in Ex- ploration Pits 4 and 5. Relatively undisturbed bedrock /collu- vial /soil sequences of the Santa Clara Formation, which are part of the landslide block of the large stable landslide to the west, were observed in Exploration Pits 6, 8, 9, and 11. (Please refer to Figure 1, Engineering Geologic Map.) This stable landslide was investigated in our Geotechnical Investigation Report dated August 12, 1985. A small, buried, paleo landslide was located in Exploration Pits 7 and 10. We interpret this feature as a small landslide that oc- cured along the margin of the large stable block landslide. (Please refer to Figure 2, Geologic Cross Section A -A'). The small land- slide probably failed along the old bedrock surface at the upper surface of the large landslide and was deposited in a small valley or swale at the landslide margin. Consequent erosion of the large landslide and deposition in the small valley has covered the mar- ginal landslide with colluvium and soil, effectively buttressing and stabilizing the feature. The proposed limits of this buried feature, shown on Figure 1, are based upon the geometry of the slip surfaces observed in Exploration Pits 7 and 10, and upon the ab- sence of landslide features in the other exploration pits. The axis of the curved slip surface observed in Exploration Pit 7 trends N52E and the surface appears to be near the head of the landslide deposit. The deposit is not evident in Exploration Pit 11 so its upslope limit is between Exploration Pits 7 and 11. The margins of the landslide are determined by projecting the limbs of the curved slip surface in Exploration Pit 7, to the contact be- tween the landslide deposit and the overlying soil. The SE margin of the landslide may also be determined by projecting the slip sur- face in Exploration Pit 10 to the contact between the landslide de- posit and the overlying soil. The slip surface dips to the west Lands of Morrow April 2, 1986 Page 5 and slickenlines are oriented downdip, in opposition to the N52E trend of the landslide. This evidence suggests that the landslide is possibly toeing up in that location. Landsliding also was not evident in the materials observed in Exploration Pit 5, so we may infer that the toe of the landslide deposit is located between Exploration Pits 10 and 5. In summary, our investigation indicates that the previously mapped potential dormant landslide on Lot 1 is in fact a relatively stable colluvial filled swale formed between the margin of the large stable landslide to the west and bedrock of the Santa Clara Formation to the east. A minor NE directed flow -type landslide, derived from the large landslide, was deposited at the margin of the large landslide and has since been buried and stabilized by colluvial material. In our opinion, this minor landslide is stable and poses no hazard to the proposed development. Lands of Morrow April 2, 1986 Page 6 It has been our pleasure to provide this investigation for you. We hope this report provides the additional information necessary to complete the town's evaluation. If you have any questions, please call. Yours very truly, UPP GEOTECHNOLOGY Steve Connelly Staff Engineering Geologist C R. Rexford Upp Certified Engineering Geologist 1083 Registered Civil Engineer 37340 RRU:cb Copies: Addressee (5) Bill Heise (1) Attachments: Figure 1: Engineering Geologic Map Figure 2: Cross- section A -A' Figures 3 -10: Logs of Exploration Pits 4 -11 UPPOSOTOONSOLOGY 0" 04 PALEO LANDSLIDE 110' 6 din 0A Geologic Contact Pit 7 EXPLANATION A A, SIS Buried Paleo- landslide Qsc Geologic Cross Section Stable Landslide Santa Clara Foundation Bedrock ENGINEERING GEOLOGIC MAP IMP GEOTECNNOLOGY t E.,a,.wt.,' ∎9 Le.,1 Greiff nnP.,.1E APPROVED et 44 SCALE 1" 50' LANDS OF MORROW 14821 BOHLMAN ROAD SARATOGA, CALIFORNIA PROJECT NO. 163.1 DATE APRIL 1986 FIGURE 1 S86E 1 GVL_SLT cw-- II ii, 111 11111„li, I I�!l ���lul e e 2 CLY GVL SND PIT 4 Logged 10/25/85 by R. Upp and S. Connelly G 0' S' —to s' 1. SILTY CLAY, (CL), slightly moist, dark brown, slightly plastic (residual soil) 2. GRAVELLY SAND, light yellowish brown, slightly moist, 30 407, subrounded gravel and cobbles of claystone and sand- stone to 4" (Santa Clara Formation) LLC OF PIT 4 UPP GEOTECNNOLOGY miner^ ter+ y le: n nil., f n r APPROVED ST SCALE LANDS OF MORROW 14821 BOHLMAN ROAD SARATOGA, CALIFORNIA PPOJECT NO. DATE N6QE 1 GVL SLT CLV 2 GVL• CV" '!ND PIT 5 Logged 10/25/85 by R. Upp and S. Connelly r 0' 5.' (D' 1. SILTY CLAY, dark brown, slightly moist, slightly plastic (residual soil) 2. CLAYEY SAND, light yellowish brown, slightly moist, 20 30% subrounded gravel (Santa Clara Formation) LAG OF PIT 5 ftij UPP GEOTEO4NOLOGY ngr Cr,. y. i++i n m1( Al E N. +er trig APPROVED It SCALE 1 =5' LANDS OF MORROW 14821 BOHLMAN ROAD SARATOGA, CALIFORNIA PROJECT NO. 163.1 DATE APRIL 1986 FIGURE 4 0 5 1 0' N50E y. CID „,m PIT 6 1. GRAVELLY SANDY CLAY, dark brown, moist, soft to firm, slightly to moderately plastic, abundant roots (residual soil) 2. SILTY CLAY, light olive brown, moist, firm, plastic, minor roots, gley staining along root paths (collu- vium and weathered bedrock) 3. SILTSTONE, light yellowish brown, slightly moist, hard, non plastic, moderately cenented, massive (bedrock) 4. GRAVELLY SAND, dark brown, moist, hard, non plastic friable, subrounded gravel to 1/2" of chert and siltstone (bedrock) Logged 3/28/86 by R. Upp and S. Connelly LOG OF EXPLORATION PIT 6 TT UPP GEOTECNNOLOGY "qer cw goLe r Foe? APPROVED BY SCALE 1" 5' LANDS OF MORROW 14821 BOHLNAN ROAD SARATOGA, CALIFORNIA PROJECT NO. 163.1 DATE APRIL 1986 Figure 5 SLIP SURFACE 40 —N23W PIT 7 Logged 3/28/86 by R. Upp and S. Connelly END OF TRENCH 'CD M 1. GRAVELLY SANDY CLAY, dark brown, moist, soft to firm, slightly to moderately plastic, abundant roots (residual soil) 2. GRAVELLY SILTY CLAY, dark brown, moist firm, plastic, subangular clasts of siltstone and chert to 1" faint slickenlines oriented N65E (colluvium and landslide debris) 3. GRAVELLY SANDY CLAY, yellowish brown (weathered bedrock) 0' 5' 10' 4. GRAVELLY SAND, dark brown, moist, hard, non plastic, friable, subrounded gravel to 1/2" of chert and siltstone (bedrock) 5. SANDSTONE, yellowish brown, coarse grained, slightly cemented, friable, slightly moist, hard, nonplastic (bedrock) LOG OF EXPLORATION PIT 7 UPP GEOTECHNOLOGY R. I..V Crole P,1 i .11 rl�)i• R.•••�� APPROVED BY Acce SCALE 1" 5' LANDS OF MORROW 14821 BOHLMAN ROAD SARATOGA, CALIFORNIA PROJECT NO. 163.1 DATE APRIL 1986 FIGURE 6 N7OW PIT 8 1. GRAVELLY SANDY CLAY, dark brown, moist, soft to firm, slightly to moderately plastic, abundant roots (residual soil) 2. GRAVELLY SANDY CLAY, yellowish brown, moist, firm plastic, minor roots (colluvium and weathered bed- rock) 3. GRAVELLY SAND, dark brown, moist, hard, nonplastic friable, subrounded gravel to 1/2" of chert and siltstone (bedrock) Logged 3/28/86 by R. Upp and S. Connelly o' 5 LOG OF EXPLORATION PIT 8 IMP GEOTECHNOLOGY fny.nee' h �y ��r�it ..1 1nginwl APPROVED BY SCALE 1" 5' LANDS OF MORROW 14821 BOHLMAN ROAD SARATOGA, CALIFORNIA PROJECT NO. 163.1 DATE APRIL 1986 FIGURE 7 5 N5OW C PIT 9 1. GRAVELLY SANDY CLAY, dark brown, moist, soft to firm, slightly to moderately plastic, abundant roots (residual soil) 2. GRAVELLY SANDY CLAY, dark brown, wet, firm, plastic, (colluvium and weathered bedrock) Logged 3/28/86 by R. Upp and S. Connelly LOG OF EXPLORATION PIT 9 UPP GEOTECHNOLOGY 1:03 Ln9i ..m•i�y Ge: e,rnn:_r hnt4ir rr9 APPROVED BY UM SCALE 1" 5' LANDS OF MORROW 14821 BOHLMAN ROAD SARATOGA, CALIFORNIA PROJECT NO. 163.1 DATE APRIL 1986 FIGURE 8 0 V- 10'- 16' APPROVED BY N35W 1. GRAVELLY SANDY CLAY, dark brown, moist, soft to firm, slightly to moderately plastic, abundant roots (residual soil) 2. SILTY CLAY, yellowish brown, slightly moist, firm very firm, plastic (colluvium and landslide debris) 3. GRAVELLY CLAYEY SAND, strong brown, slightly moist, nonplastic, slickenlines at base of unit oriented EW (landslide debris) 4. SILTSTONE AND FINE GRAINED SANDSTONE, yellowish brown, slightly moist, hard, nonplastic, slightly cemented (bedrock) Logged 3/28/86 by R. Upp and S. Connelly UPP GEOTECHNOLOGY Fngr leer ing et I. tp, CeLmek ry LOG OF EXPLORATION PIT 10 If SCALE 5 PIT 10 LANDS OF MORROW 14821 BOHLMAN ROAD SARATOGA, CALIFORNIA PROJECT NO. DATE 163.1 i APRIL 1986 END OF TRENCH SLIP SURFACE NS 22W SUCKENSIDES ORIENTED DOWND1P FIGURE 9 N3OW PIT 11 Logged 3/28/86 by R. Upp and S. Connelly 0' s 1. GRAVELLY SANDY CLAY, dark brown, moist, soft to firm, slightly to moderately plastic, abundant roots (residual soil) 2. SANDY CLAY, yellowish brown, moist, firm, mod- erately plastic, minor gravel (colluvium and weathered bedrock) 3. GRAVELLY SAND, strong brown, moist, firm to hard, nonplastic, friable (bedrock) LOG OF EXPLORATION PIT 11 UPP GEOTECHNOLOGY aiji nryneer n Lt'Cyy Crr •ircnnn.n Engineering APPROVED BY SCALE 1" 5' LANDS OF MORROW 14821 BOHLMAN ROAD SARATOGA, CALIFORNIA PROJECT NO. 163.1 DATE APRIL 1986 FIGURE 10 UPP GEOTECHNOL.OGY Engineering Geology Geotechnical Engineering Mr. Brian Morrow 180 Belwood Gateway Los Gatos, CA 95030 SUBJECT: SUPPLEMENTAL GEOTECRNICAL INVESTIGATION (ADDENDUM) LANDS OF MORROW 14821 BOHLMAN ROAD (APN 517 -13 -015) SARATOGA, CALIFORNIA Dear Mr. Morrow, November 16, 1985 Project No. 163.1 Ser. 1426 INTRODUCTION Our supplemental geotechnical investigation report dated November 6, 1985 was submitted for review by the town's geotechnical consultants. By verbal communication, thay have requested clari— fication and corrections to that report. This letter is in response to their request and should be considered as an addendum to our letter report of November 6, 1985. Attached to this letter are a complete set of revised drawings which supercede those attached to the November 6 letter. 1. Engineering Geologic Map The Engineering Geologic Map, Figure 1, shows our interpretation of the site conditions. The limit of the stable landslide (Sls) extends thru the central swale and around the south of the lower knoll. As shown by our Test Pits 1 thru 3, the upper portion of the swale contains an accumulation of colluvium derived from the adjoining slopes. The ridge surrounding the stable landslide is composed of Santa Clara Formation bedrock consisting of moderately cemented silt, sand and gravel. Previous air photo analysis of the topography, as reported in our Geotechnical Investigation Report dated August 12, 1985, suggested the swale may be a dormant flow —type landslide. Subsurface investigation has shown that the upper portion of the swale is underlain by colluvium. Pit 4, in the center of the swale, exposed 1000 A Thornton Way P.O. Box 28545 San Jose, CA 95159 /0275 -1336 Lands of Morrow November 16, 1985 Page 2 undisturbed Santa clara Formation "bedrock" which is part of the landslide block of the stable landslide. The lower portion of the swale also appears to be mantled with colluvium which could be a dormant landslide. Subsurface explor- ation has not been conducted in this portion of the swale to verify the existence of the Dls, however. 2. Pit 1 Contact The contact between Uits 3 and 4 in Pit 1 (see Figure 2) dips by about 10 degrees to the east. Both of these units are colluvial deposits consisting of clayey sand with fine gravel. The contact between them is depositional and there is no evidence, such as clay seams, shear layers, or disturbed zones to suggest mass movement. Movement of the stable landslide block created a depression between it and the bedrock ridge to the east. This depression may have been closed, or nearly so. Subsequently, the depression has been filled with colluvium from the adjoining ridges. Initially, these colluvial deposits paralleled the existing topographic slopes, such as Uit 4 in Pit 1. Later, as the depression filled, deposits took on a more horizontal attitude, such as units 1,2, and 3. The relationships of these deposits and the underlying bedrock are depicted on Cross- Sections A -A' and B -B' (see Figure 7). 3. Stability of Fill Several feet of fill may be placed for the proposed tennis court or, alternatively, for a building pad. The area of the proposed fill is underlain by competent colluvium, and at depth by Santa Clara Formation bedrock or the displaced bedrock block of the stable landslide. In our opinion, the relatively small amount of proposed fill along the flank of this massive stable landslide will have no adverse affect on the future stability of the landslide. 4. Pits 3 4 During report preparation, the discriptions for Pits 3 and 5 became reversed. Corrected figures are attached. 5. Figure 8 Arrows have been added to Figure 8 (Figure 7 of original letter) to indicate that only the subdrain pipe should be perforated, and that the cleanout riser should be solid. 11PP GEOTECHNOLOGY Lands of Morrow November 16, 1985 Page 3 We hope this letter provides the additional information necessary to complete the town's evaluation. If you have any questions, please call. Yours very truly, UPP GEOTECHNOLOGY 7 R. Rexford Upp Certified Engineering Geologist 1083 Registered Civil Engineer 37340 RRU:cb Copies: Addressee (1) William Cotton Assoc. (2) Town of Saratoga (1) Attachments: Figure 1: Figures 2 Figure 7: Figure 8: Engineering Geologic Map thru 6: Logs of Pits 1 thru 5 Cross- sections A -A' and B -B' Surface /Subsurface Drain Detail UPP GROTICHNOLOWI S87E 1 SND sit p1 111111 11111 IIIlII II IInnu, IIIIIIl111II11 II llP 2 SND SLY UPP GSOTfCI4NOLOGY Erlgmeerng&ology CeotecrncalErgrweng 1 111111 1 W 1 111 111 111111„ 111 11 I I I I I„ I,I I I I I II s CLY S ND 4 CLY SND r 10 ssND_CLY-4 PIT 1 1. SANDY SILT, (l4.), very dark brown (10 YR 2/2), slightly moist, 20% angular rock fragments to 3 mostly limestone, loose, very porous, many roots (colluvitm) 2. SILTY SAN), (SN), very dark brown (10 YR 2/2), slightly moist, 10% fin subacgular gravel, coarse to median sand, loose, friable (colluviam). 3. CLAYEY SAID, (SC), dark yellowish brown (10 YR 4/4), 10% fine gravel, very stiff, non- friable (colluviim) 4. CLAYEY SAID, (SC), very dark gray (10 YR 3/1), slightly moist, 30% angular light gray limestone fragments to 3 very stiff (colluviim) 5. SANDY CLAY, (CL), dark yellowish brown (10 YR 3/4), moist, 20% coarse sand and fin gravel, very stiff (colluviun) Logged 10/25/85 by R. Upp and S. Connelly 0' LAG OF PIT 1 LANDS OF MORROW 14821 BOiiLMAN ROAD SARATOGA, CALIFORNIA APPROVED SY SCALE PMOJECT NO. DATE I 1" 5' 163.1 Nov. 1985 2 TAG OF PIT 2 UPP GIOTRCNNOLOGY F Ninny ny Ceotogy Ceolnnexcal E^4neen^9 APPROVED SY SCALE 1" 5' LANDS OF MORROW 14821 BOWAN ROAD SARATOGA, CALIFORNIA PROJECT NO. 163.1 DATE Nov. 1985 I Figure 3 N64E .1 GYLSLT_CLY .null uu w ""in"I lnu iuuuim 2 GYL SLT CLY PIT 2 1. SILTY CLAY, (CL), dark brown (10 YR 3/3), slightly moist, slightly plastic, subrounded sandstone and claystone gravel to 1" (colluvium A Horizon) 2. SILTY CLAY, (CL), dark yellowish brawn (10 YR 4/4), moist, slightly plastic, more clayey than unit above, some gravel (colluvivm B Horizon) Logged 10/25/85 by R. Upp and S. Connelly o' S' ID' Logged 10/25/85 by R. Upp and S. Connelly 103 OF PIT 3 UPP GEOTECHNOLOGY Ergneenng Crobg• Crrnccmical Engneer ng APPROVED BY SCALE HAI 1" c 51 N27E 7- t OVLALT aLr ''''o 1� 1Wmo Y91minolioni olm, Bolo irni..• 1 11..11111111111 1 1 mi 1 11111, 2 g VL'6LT.CLr 11iI a mult%nluIINttt 11.I 1111O1•qua� fun nin 11111111111 SND CLY PIT 3 1. SILTY CLAY, (CL), dark brown (10 YR 3/3), slightly moist, slightly plastic, subrourded sandstone and claystone gravel to 1" (colluvium A Horizon) 2. SILTY CLAY, (CL), dark yellowish brown (10 YR 4/4), moist, slightly plastic, more clayey than unit above, some gravel (colluvium B Horizon) 3. SANDY CLAY, light yellowish brown (10 YR 6/4) and olive yellow (2.5 YR 6/6), moist, subrounded gravel, friable (weathered Santa Clara Formation) LANDS OF MORROW 14821 BOHLMAN ROAD SARATOGA, CALIFORNIA PROJECT P40. 163.1 0' 5' -ID' DATE I Nov. 1985 I Figure 4 S86E PIT 4 Logged 10/25/85 by R. Upp and S Connelly UPP GROTEOINOL000Y Engineering G ob4/ &Oi.[nxa' Engneerng APPROVED BY SCALE 1•GVL'SLT CLY= 11lMllinu llllu IIm III"I7Iglllllrllll III' rgrnr o e 0 2 CLY•GVL SND 0' s l —IS' 1. SILTY CLAY, (CL), slightly moist, dark brown, slightly plastic (residual soil) 2. GRAVELLY SAND, light yellowish brown, slightly moist, 30 40% subrounded gravel and cobbles of claystone and sand- stone to 4" (Santa Clara Formation) LOG OF PIT 4 LANDS OF MORROW 14821 BOH MAN ROAD SARATOGA, CALIFORNIA IIPP GEOTECMNOLOGY Engineering Grow, CroieOncM Ergewef.g APPROVEDSY 1 SCALE '2 t 1" 5' PROJECT NO. 163.1 DATE Nov. 1985 I Figure 6 LOG PIT 5 LANDS OF MCRROW 14821 BOH MAN ROAD SARATOGA, CALIFORNIA _QE 1 GVL SLT CLY •pnp P�PJnm Pr rmruuw— -2 GVL•CLY•SND a PIT 5 1. SILTY CLAY, dark brown, slightly moist, slightly plastic (residual soil) 2. CLAYEY SAND, light yellowish brown, slightly moist, 20 30% subrounded gravel (Santa Clara Formation) Logged 10/25/85 by R. Upp and S. Connelly 0 5.' ID' 5' MIN. 4' dl.. SDR 23 Iles plastic pipe placed with perfofat Ions down 2' an. 1 See WISIMI Ilsla •1 rain CLEANOUT DETAIL V•rl.• 12'min lap Roe Materiel Mole •2 Fan �12' min... SURFACE /SUBSURFACE DRAIN DETAIL See Wlellat Nola 02 Line trench with •otea IIs See M.MrMI Note 1 GROUND LINE 3'mln Serew mid all (protected Christy Sc.) Closeout Idea (SOLID) Flush .nn.aly 81511 pestle p.rl•rat•d pipe (holes down) M?EtIAL fl 1. Geotextile should be a non -woven fabric such as: Trevira 1115 or Bidim C-22/U -14 or an approved equal. 2. Permeable material with less than 4% passing 4200 sieve by weight. r GRAIN RPFATF LANDS OF MORROW 14821 BOHL.IAN ROAD SARATOGA, CALIFORNIA ST TRst RFACR /SRIW sa ilj UFA 6EOTECNNOLOGY 1 n;..p,- V c r x i eft .1...P .0 kw xx+x.) *PPMOVEO SY !Zit SCALE Not to Scale PROJECT 370. 163.1 DATE Nov. 1985 Figure 8 UPP GEOTECHNOL.OGY Engineering Geology Geotechnical Engineering Mr. Brian Morrow 180 Belwood Gateway Los Gatos, CA 95030 SUBJECT: SUPPLEMENTAL GEOTECHNICAL INVESTIGATION LANDS OF MORROW 14821 BOHLMAN ROAD (APN 517 -13 -015) SARATOGA, CALIFORNIA Dear Mr. Morrow, INTRODUCTION As you requested, we have performed a supplemental geotechnical investigation of the subject parcel. In our Geotechnical Investi- gation for Building Site Approval, dated August 12, 1985, we iden- tified a dormant landslide within the central swale area. As shown on Figure 1, Site Plan, the proposed access road will cross this swtJe. Following his review of our report, the town's crntachnical consultant requested clarification of methods necessary to mitigate the potential reactivation of the dormant landslide in the area of the road crossing. Our original investigation also identified an older landslide which underlies much of the parcel. Our analysis showed that this land- slide would be stable under all anticipated conditions. The factor of safety against failure would be reduced, however, if the ground water rose above a level of -40 feet. The town's consultant also requested clarification of the methods anticipated to insure the ground water level does not become shallower than a depth of 40 feet. Our original report was based on the concept of a three parcel subdivision with homesites as shown on Figure 1. We understand a possible fourth building site is being considered to be located in the vicinity of the proposed tennis court shown on the site plan. 1000 A Thornton Way P.O. Box 28545 San Jose, CA 95159 )408) 275 -1336 271) November 6, 1985 Project No. 163.1 Ser. 1423 Lands of Morrow November 6, 1985 Page 2 The purpose of this investigation, therefore, was to (1) provide our findings and recommendations concerning the road construction and the treatment of the road crossing of the dormant landslide, (2) discuss methods proposed to insure the ground water level does not rise above the depth of 40 feet, and (3) Provide a preliminary geotechnical assessment of the suitability of the proposed tennis court area for development as a fourth homesite. This report has been prepared for the exclusive use of Mr. Bryan Morrow and his architects and engineers for design and construction of the proposed project in accordance with generally accepted geotechnical engineering principles and practices. No other warranty, either expressed or implied, is made. In the event that any changes in the nature or locations of the improvements are planned, the conclusions and recommendations of this report shall not be considered valid unless such changes are reviewed and the conclusions of this report modified or verfied in writing by Upp Geotechnology. This report is issued with the understanding that it is the respon— sibility of the owner or his representative to insure that the information and recommendations contained in this report are brought to the attention of the project architect and engineer and are incorporated into the plans and specifications of the develop— ment. He should also insure that the contractor and subcontractors follow the recommendations during construction. METHOD OF INVESTIGATION As the basis for this investigation, we excavated five exploration pits on October 26 in the vicinity of the proposed roadway and tennis court. The pits were excavated to a maximum depth of about 14 feet at the locations shown on the Site Plan. The locations of the pits were approximated from features shown on the Site Plan and should be considered accurate only to the degree implied by the method used. The pits were examined by our principal engineering geologist and were logged by our representative. Logs of the pits are presented on Figures 2 thru 6. The logs show our interpretation of the subsurface conditions at the date and locations indicated, and it is not warranted that they are representative of the subsurface conditions at other locations and times. Also the stratification lines on the logs represent the approximate boundaries between soil types and the transition may be gradual. IHM OEOT1OINOLOOT Lands of Morrow November 6, 1985 Page 3 SUBSURFACE CONDITIONS Exploration Pit 1 exposed colluvial (slope wash) deposits to its full depth of about 14 feet. The upper five to six feet consisted of loose, friable dark brown sandy silt and silty sand with up to about 20% gravel. Very stiff non friable yellowish brown clayey sand underlies the the upper units to a depth of between six and eight feet. This unit in turn is underlain by very stiff dark gray clayey silt with about 30% angular light gray sandstone fragments up to about three inches in maximum dimension. Yellowish brown sandy clay was exposed below a depth of 13 feet. Pit 2, excavated to a depth of about seven feet on the upper slope of the tennis court area exposed very stiff gravelly silty clay colluvium to its full depth. Pit 3, excavated to a depth of about six feet on the lower side of the tennis court, exposed about three feet of silty clay colluvium overlying moderately cemented gravelly sandy clay "bedrock" of the Santa Clara Formation. Pit 4, excavated in the central swale area near the proposed cul- de -sac, exposed moderately cemented gravelly sand "bedrock" of the Santa Clara Formation to its full depth of 14 feet, underlying a one -foot thick layer of silty clay residual soil. Pit 5, excavated in the road alignment, exposed the gravelly "bedrock" underlying about two to three feet of silty clay soil. Free ground water was not encountered in should be noted, however, that fluctuations face water can occur due to variations in and other factors not evident at the time made. FINDINGS AND RECOMMENDATIONS Based on the results of this investigation, it latuTITbe as prevttt ppe, u portion of this swale have not been explored area is still considered a potentially dormant any of the pits. Tt in the level of subsur- rainfall, temperature, our observations were is our opinion that however, and this landslide. DRAINAGE CONTROL Because of the wet surface conditions observed within the swale during the winter, we recommend that measures be taken to control surface and subsurface drainage. Detailed recommendations are presented in the following sections. Lands of Morrow November 6, 1985 Page 4 1. Subsurface Intercept Drains To control subsurface infiltration into the swale, we recommend that a subsurface intercept drain be installed across the upper part of the swale at the approximate location shown in Figure 1. The drain should have a depth of about eight feet at the low point of the swale and should be designed in accordance with the speci- fications given on Figure 7, Surface /Subsurface Drain Detail. A second, shorter subdrain should be installed across the swale upslope of the proposed cul -de -sac. This drain should have a maximum depth of about four feet. The subdrains should discharge by tight line into the storm drain system. 2. Surface Drainage Surface runoff into the swale should be controlled with an inter- cept ditch across the upper portion of the swale at the approximate location shown in Figure 1. The surface drain should be designed in accordance with the specifications given on Figure 7, Surface/ Subsurface Drain Detail. Ponding of surface water should not be allowed within the swale or on pavements. The roadway should be provided with a berm along its downhill side and a berm or gutter along its uphill edge to control surface runoff. The surface drain should discharge into the storm drain system. Road Design The proposed roadway will extend along the flank of a moderately sloping hill and cuts and fills will therefore be required. In addition, the road will cross the swale mantled in weak surficial soils. We recommend that these weak soils be removed and replaced with engineered fill. We estimate a removal depth of about one to two feet. Detailed earthwork recommendations are presented in the following sections. 1. Clearing and Site Preparation The areas to be graded should be stripped to a sufficient depth to remove all surface vegetation and organic -laden topsoil. At the time of our field investigation, we estimated that a stripping depth of approximately two inches would be required on slope areas. 2. Permanent Slopes Permanent cut slopes in the surficial soil and fill slopes for the roadway should be no steeper than 2:1 (horizontal to vertical). UPP OLOTIOINOL.00Y Lands of Morrow November 6, 1985 Page 5 Cut slopes in the Santa Clara "bedrock" may be as steep as 1 1/2:1 if approved by the soil engineer in the field. 3. Material for Fill and Compaction Procedures Any fill exceeding six inches in thickness should be placed as engineered fill. On site soils having an organic content of less than 3 percent by volume can be used as engineered fill. The upper two feet of material below final grades should have a plasticity index of 15 or less. It is anticipated that most of the colluvial soil will be suitable for fill. Material used for fill should not contain rocks or lumps greater than 6 inches in diameter and no more than 15 percent larger than 2.5 inches. Any required import fill should have a plasticity index of 15 or less. All fill should be compacted to at least 90 percent relative compaction as determined by ASTM Test Designation D1557. Fill material should be spread and compacted in lifts not exceeding eight inches in loose thickness. Fill placed on slopes greater than 5:1 should be benched into firm supporting material. Fill greater than five feet in thickness should be provided with a keyway at the toe. 4. Trench Backfill All utility trenches in pavement areas should be backfilled with compacted engineered fill. If on site soil is used, the material should be placed in lifts not exceeding eight inches in uncompacted thickness and should be compacted to at least 85 percent relative compaction by mechanical means only. Imported sand is not recom- mended for use in backfilling trenches. Water jetting to obtain the minimum degree of compaction should not be permitted. The upper three feet of trench backfill should be compacted to at least 90 percent relative compaction for on -site soils. In addition, the upper six inches of all trench backfill should be compacted to at least 95 percent relative compaction. Fourth Building Site We understand the area of the proposed tennis court is being considered as an additional building site. We have conducted subsurface exploration in this area, and in our opinion, there are no geotechnical constraints to prevent its development as a homesite. LIPP a.OTncinNOL,OGY Lands of Morrow November 6, 1985 Page 6 Control of Ground Water To control the level of the permanent ground water table, we propose that a draw —down well be installed in the swale approx— imately as shown in Figure 1. The size of the well and pump will be determined based on pumping tests. The well will discharge into the storm drain system. An agreement for well and pump maintenance will be writen into the C.C. and R.'s for the development. The agreement will be worded in such a manner that it is fully binding and irrevocable. It has been our pleasure to provide this investigation for you. If you have any questions, please call. Yours very truly, UPP GEOTECHNOLOGY R. Rexford Upp Certified Engineering Geologist 1083 Registered Civil Engineer 37340 RRU:cb Copies: Addressee (4) Attachments: Figure 1: Site Plan Figures 2 thru 6: Logs of Pits 1 thru 5 Figure 7: Surface /Subsurface Drain Detail IIPP GtO'I'lOINOLOGY 1 SND SLT I"Illnnlnnu nln 111 2 SND SLT 1 1 111 111111111 1111'1 1111 111 1 11111111111 1 1 1111111 0 CLY SND 4 CLY END s= sNC.c0v PIT 1 1. SANDY SILT, (ML), very dark brain (10 YR 2/2), slightly moist, 20% angular rock fragments to 3 mostly limestone, loose, very porous, many roots (colluvium) 2. SILTY SAND, (SM), very dark brown (10 YR 2/2). slightly moist. 10% fire subangular gravel, coarse to medium sand, loose, friable (colluvium). 3. CLAYEY SAND, (SC), dark yellowish brain (10 YR 4/4), 10% fine gravel, very stiff, non- friable (colluvium) 4. CLAYEY SAND, (SC), very dark gray (10 YR 3/1), slightly moist, 30% angular light gray limestone fragments to 3 very stiff (colluvium) 5. SANDY CLAY, (CL), dark yellowish brown (10 YR 3/4), moist. 20% coarse sand and fine gravel, very stiff (colluvum) Logged 10/25/85 by R. Upp and S Connelly 0' 5' —15 LOG OF PIT 1 APPROVED SY SCALE I 1" 5' LANDS OF MORROW 14821 BOHCMAN ROAD SARATOGA, CALIFORNIA PROJECT NO. 163.1 I DATE Nov. 1985 I Figure 2 1 GYl SLT'CLY Ilrlrll Plll 111111 glll 11111111111111 111111111111111 11111 0 2 GVi SLY CLY- PIT 2 Logged 10/25/85 by R. Upp and S. Connelly 0 —Ia 1. SILTY CLAY, (CL), dark brawn (10 YR 3/3), slightly moist, slightly plastic, subrounded sandstone and claystone gravel to 1" (colluviun A Horizon) 2. SILTY CLAY, (CL), dark yellowish brown (10 YR 4/4), moist, slightly plastic, more clayey than unit above, some gravel (colluvium B Horizon) LAG OF PIT 2 UPP GIOTEOMOLOGY F ^91oel'^k9 Geology. Groterm•al Engw iog APPROVED SY SCALE 1" 5' LANDS OF MORROW 14821 BOHLMAN ROAD SARATOGA, CALIFORNIA PROJECT NO. 163.1 DATE Nov. 1985 I Figure 3 OV SLT CLV ;Pill nll 1111 \I II yI1PP PIIII I Il Y1 111P ll l lih 0 111 =I n= PIT 3 Logged 10/25/85 by R. Upp and S. Connelly 0' 5' 10' 1. SILTY CLAY, (CL), dark brown (10 YR 3/3), slightly moist, slightly plastic, subrounded sandstone and claystone gravel to 1" (colluvium A Horizon) LAG OF PIT 3 IJrr GEOTECMNOLOGY Engineer tng Ceolag'y Ceolech+lcal Eng neerng APPROVED BY SCALE 1" 5' LANDS OF MORROW 14821 BOWMAN ROAD SARATOGA, CALIFORNIA PROJECT N0. 163.1 DATE Nov. 1985 Figure 4 2. SILTY CLAY, (CL), dark yellowish brown (10 YR 4/4), moist, slightly plastic, more clayey than unit above, some gravel colluvium B Horizon) 3. SANDY CLAY, light yellowish brown (10 YR 6/4) and olive yellow (2.5 YR 6/6), moist, subrounded gravel, friable (weathered Santa Clara Formation) 1 .GVL'.SLT CLY II Li11l Iiniti IIIII UI II 11 I1111�1,11111 111u1 PIT 4 Logged 10/25/85 by R. Upp and S. Connelly s gy —IS 1. SILTY CLAY, (CL), slightly moist, dark brown, slightly plastic (residual soil) 2. GRAVELLY SAND, light yellowish brown, slightly moist, 30 40% subrounded gravel and cobbles of claystone and sand- stone to 4" (Santa Clara Formation) LOG OF PIT 4 UP" GEOTECNNOLOGY E ngxtYre g CMbgy CYIX earn( aI Eng.nnrwig APPROVED SY SCALE 1 5' LANDS OF MORROW 14821 BOHLMAN ROAD SARATOGA, CALIFORNIA PROJECT P40. 1 DATE 163.1 1 Nov. 1985 1 Fic re 5 t �GVL.sLT OLY 1p 111/111111 111111111 \1 \1111111111\ 111111 \11111111III111 II II,I Ili11111111,111111111111i 11111,1 pill svT car 1 1 1 11 111 111111 II I 1 111/1111 I II11I 1 111 I1 II II I, 1/11111/ 1 11111r i 11m 11 \I III 1 11111111 C PIT 5 1. SILTY CLAY, dark brown, slightly moist, slightly plastic (residual soil) 2. CLAYEY SAND, light yellowish brown, slightly moist, 20 30% subrounded gravel (Santa Clara Formation) Logged 10/25/85 by R. Upp and S. Connelly APPROVED Sr UPP GIOTICMNOLOGY Erginening Gologe• GeolechucMl Engineering SCALE 3 Gill SND CLY LAG OF PIT 5 LANDS OF MORROW 14821 BOHLMAN ROAD SARATOGA, CALIFORNIA PROJECT NO. 163.1 I DATE Nov. 1985 0 id Figure 6 a' MIN. 2' 0u. dl•. GDR 35 ASa pIntIc pipe alae•d with p•rior.tlan• down S•• Mal•rW Nola •1 e e a'MMn Varies T 2'inln Liao tr•neh with seot•atll•. See Material Not 12'•In 1•p see Material Nolo #2 1 _roa F t2'.--1 SURFACE /SUBSURFACE DRAIN DETAIL CLEANOUT DETAIL On Material Naas *2 Screw end c.p t prot.cted Christy Box) CI.anoat pipe Plush ann ally RISId Plastic p•rtor t.4 pipe (11.1.1 down) GROUND LINE ■l7IRIAL NDTTB 1• Geotextile should be a non woven fabric such as: Trevira 1115 or Bidim C or an approved equal. 2. Permeable material with leas than 4% passing 4200 sieve by weight. STTASI1RFACR /SRi1F TRAIN l)F'TATT, ftg PP GeoTIGMNOLOGY I kli• 1 01 .1 0 v4 Cr, 4. ,p•t n m•Iww.e lnpn,wnq APPROV EO ET SCALE Not to Scale LANDS OF MORROW 14821 BOH MAN ROAD SARATOGA, CALIFORNIA PROJECT NO. 163.1 GATE Nov. 1985 Fieure 7 UPP GEOTECHNOLOGY Engineering Geology Geotechnical Engineering Mr. Brian Morrow 180 Belwood Gateway Los Gatos, CA 95030 SUBJECT: CONCEPTUAL PLAN FOR STABILIZATION OF DORMANT AND OLD LANDSLIDES LANDS OF MORROW 14821 BOHLMAN ROAD (APN 517- 13 -15) SARATOGA, CALIFORNIA Dear Mr. Morrow, INTRODUCTION z 1 i October 4, 1985 Project No. 163.1 Ser. 1410 As you requested we have performed a preliminary analysis of the stabilization of the older and dormant landslides located on the subject property. In our geotechnical investigation for building site approval, dated August 12, 1985, we identified an older landslide which underlies much of the parcel. Our analysis showed that this old slide would be stable under all anticipated conditions. The factor of safety against failure would be reduced, however, if the ground water rose above a level of -40 feet. We also identified a dormant slide within the swale area west of the existing house (see Figure 1, Site Plan). Following their review of our report, the town's geotechnical consultant requested clarification on two areas: (1) methods anticipated to insure the ground wated level does not become shallower than a depth of 40 feet, and (2) methods to mitigate the potential reactivation of the dormant slide that must be crossed by the access driveway. The purpose of this analysis, therefore was to provide our conceptual plans for addressing these two concerns of the town's geologist. Details of our concepts are presented in the re- mainder of this letter. 1000 A Thornton Way P.O. Box 28545 San Jose, CA 95159 14081 275 -1336 STABILIZATION PLAN, MORROW PROPERTY October 4, 1985 Page 2 STABILIZATION OF DORMANT LANDSLIDE (Dls) Portions of the private access driveway and a proposed tennis court will cross part of the area shown as a dormant landslide (Dls) on the Site Plan (see Figure 1). In our opinion, the future stability of this landslide probably can be assured by controlling the seasonal ground water with a system of sub- surface and surface intercept drains. Although final design will be based on a detailed geotechnical investigation, two subdrains will probably be sufficient; one across the head of the swale including the uphill side of the tennis court and the other under the cul -de -sac (see Figure 1). The depths of the subdrains will be based on an engineering study but we anticipate a depth of six to ten feet. The sub drains will discharge by gravity to the storm drain system. A surface intercept drain should also be installed at the head of the swale. This drain will discharge into the storm drain system. Surface water runoff also will be controlled by the paved sheets and collected by storm drain inlets. The storm drain will discharge by gravity to the stream east of the property. We anticipate that the subgrade preparation for the driveway will require the removal and replacement of some of the soil filling the swale. The extent and depth of removal will be determined by an engineering investigation. Based on this in- vestigation, an additional subdrain may be installed under the driveway fill. CONTROL OF GROUND WATER To control the level of the permanent ground water table, we pro- pose that a draw -down well be installed in the swale approximately as shown. The size of the well and pump will be determined based on pumping tests. The well will discharge into the storm drain system. An agreement for well and pump maintenance will be written into the C.C. and R's for the development. The agreement will be worded in such a manner that it is fully binding and irrevocable. UPP awTKMNOwar STABILIZATION PLAN, MORROW PROPERTY October 4, 1985 Page 3 We hope this information will assist in the planning of the project development. If you have any questions, please call. Yours very truly, UPP GEOTECHNOLOGY R. Rexford Upp Registered Civil Engineer 37340 Certified Engineering Geologist 1083 RRU:lg Copies: Addressee (4) Attachments: Figure 1: Site Plan LIPP GNOTROINOLOGY UPI GEOTECHNOLOGY ineering Geology. Geotechrrcal.Engineering Mr. Brian Morrow 180 Belwood Gateway Gatos, CA 95030 SUBJECT: SUPPLEMENTAL INFORMATION GEOTECHNICAL INVESTIGATION(FOR PRELIMINARY BUILDING SITE APPROVAL LANDS: OF MORROW 14821 BOHLMAN ROAD,(APN 517 -13 -015) SARATOGA, INTRODUCTION Dear Mr. Morrow As requested by the Town of Saratoga's geotechnical consultants, William Cotton and Associates, we 'have' performed a 'supplemental slope stability analysis of the ancient landelide'located on the subject property.._ Our original geotechnical :investigation report for the preliminary building site approval was presented on August Based on their review, the town's consultants requested that we evaluate the factor of safety (F.S.) against renewed sliding with the assumption that the slip surface could break out at a point higher on the slope than we assumed in our original analysis. Therefore, we assumed two possible. slide surfaces as shown' on Figure 1, and calculated the 'static F.S. and seismic coefficient necessary to give a F.S. equal to 1.0. The method of analysis and the other slope '.parameters used remained''the same as in our original evaluation.; a.,, Lands of Morrow August 31, 1985 Page 2 FINDINGS The results of our stability analyses are given in the table below: Static F.S. Seismic Coeff.` 3.8 4.0 for ?F43 ='0 0 0.45 Trial Surface Trial Surface II Based on the results of our analyses, it is our opinion that move' ment along the assumed slide surfaces is very unlikely and that the subject ancient landslide mass will remain stable under the assumed conditions. Yours very truly, UPP GEOTECHNOLOGY 9 d R. Rexford Upp Certified Engineering :Geologist. 1083 Registered Civil Engineer 37340 Addressee (3) Town 'of Saratoga (1) William Cotton, and Associates (1) this supplemental analysis for please call. It has been our pleasuie to provide, you. Should you have any questions Copies: Attachment: Figure 1: Cross Section A -A' Il/P1� GEOTICHNOLOGY Engineering Geology Geotechnical Engineering Mr. Brian Morrow 180 Belwood Gateway Los Gatos, CA 95030 SUBJECT: GEOTECHNICAL INVESTIGATION FOR PRELIMINARY BUILDING SITE APPROVAL LANDS OF MORROW 14821 BOHLMAN ROAD (APN 517 -13 -015) SARATOGA, CALIFORNIA Dear Mr. Morrow, August 12, 1985 Project No. 163.1 Ser. 1356 INTRODUCTION As you requested, we have performed a geotechnical investigation for preliminary building site approval for your approximately 17 acre parcel (APN 717 -13 -015) located at 14821 Bohlman Road in Saratoga, California. This property is the site of a former estate. We understand the existing house and surrounding land has already been subdivided into a separate parcel and is not consi- dered in this investigation (see Figure 2, Site Plan and Geologic Map). We also understand that the current owner anticipates subdividing the remaining vacant land into three parcels for development as individual homesites. The Crystal Springs Geologic Map and Ground Movement Potential Map shows much of the parcel, including two of the proposed homesites, to be in an area underlain by an old landslide with a potential for deep landslide movement. The purpose of our investigation, there- fore, was to assess the geotechnical conditions at the the site and vicinity and to make a preliminary evaluation of the geotechnical suitability of the proposed sites for single family homes. Our scope of work included a reconnaissance of the site and vicinity, a review of geologic literature and aerial photographs of the area, consultation with the town of Saratoga, subsurface exploration and testing, laboratory testing, geologic and engin- eering analysis, and preparation of this report. This report has been prepared in accordance with generally accepted engineering 1000 A Thornton Way P.O. Box 28545 San Jose CA 95159 1408) 275 -1336 Lands of Morrow August 12, 1985 Page 2 geology and geotechnical engineering principles and practices for the exclusive use of Mr. Brian Morrow for preliminary building site approval. No other warranty, either expressed or implied, is made. In the event that any changes in the proposed development or in the location of the improvements are planned, the findings and recom- mendations of this report shall not be considered valid unless such changes are reviewed and the findings of this report are modified or verified in writing. METHOD OF INVESTIGATION Geologic literature and aerial photographs were initially reviewed to determine the prevailing geologic conditions in the site vicinity. A site reconnaissance by our principal engineering geologist and detailed engineering geologic mapping by our senior engineering geologist were performed in June and July, 1985. Subsurface conditions were investigated on July 6 thru 8, 1985, by drilling two test borings with a six -inch diameter rotary -wash drill rig. The holes were drilled to depths of 126 feet and 100 feet at the approximate locations shown on Figure 2. In addition, a 36 -inch diameter boring was drilled over the period July 13 thru July 18 to a depth of 105 feet. The locations of the borings were approximately determined by estimation from features shown on the topographic map and should be considered accurate only to the degree implied by the method used. The small diameter borings were continuously logged by our repre- sentative. Representative samples were obtained at periodic inter- vals for visual classification. The large diameter boring was continuously logged by down -hole visual observation by our prin- cipal engineering geologist. Disturbed and "undisturbed" liner samples were obtained at appropriate depths for laboratory testing. The logs of the borings are presented on Figures 4 thru 10. The boring logs show our interpretation of the subsurface conditions at the date and locations indicated, and it is not warranted that they are representative of the subsurface conditions at other locations and times. Also the stratification lines on the logs represent the approximate boundaries between soil types and the transitions may be gradual. Soil samples from the large diameter boring were returned to our laboratory for direct shear testing. The results of these tests are presented on Figure 11. YPP GIOTIOINOLOGY Lands of Morrow August 12, 1985 Page 3 GEOLOGY AND SEISMICITY Geologic Setting The subject parcel is located on the northeast flank of the Santa Cruz Mountains in the foothills adjacent to Santa Clara Valley. The area is underlain predominately by materials of the Santa Clara Formation, which in general include poorly sorted, semi- consol- idated gravel, sand, silt, and clay. Subsequent to deposition, these materials were deformed into a series of northwest- trending folds. The higher mountains to the west are underlain by bedrock of the Franciscan Assemblage including sandstone, shale, chert, limestone, and metamorphic rocks. In the site vicinity, the rocks of the Franciscan Assemblage are separated from those of the Santa Clara Formation by a branch of the Berrocal Fault. Our reconnaissance mapping and the Congress Springs Geologic Map show that landslides are Common in the vicinity of the subject parcel. These landslides represent several generations of earth movement ranging from older and now stable landslides to active and currently moving landslides. The western half of the subject parcel lies within the head of one of these older landslides (see Figure 1, Site Vicinity Geologic Map). More recent but dormant landslides appear to lie within the old landslide. The site, like the rest of the San Francisco Bay region, is subject to moderate to periodically high seismic activity. The regional seismic setting is dominated by the San Andreas Fault and other faults associated with the San Andreas Fault system including the Berrocal, Monte Vista, Hayward, and Calaveras Faults. The San Andreas Fault system extends for over 700 miles from the Gulf of Mexico, thru the Coast Ranges to Point Arena. The Berrocal and San Andreas Faults are located nearest the subject property. The Berrocal Fault, located approximately 1000 feet southwest of the site, is considered to be potentially active and capable of generating a 6.5 to 7.0 Richter Magnitude earthquake. The San Andreas Fault, located approximately 1.8 miles southwest of the site, is considered capable of generating an 8.3 Richter Magnitude earthquake. Site Description A prominant north to northeast trending ridge with a maximum elevation of 778 feet characterizes the eastern portion of the subject parcel (see Figures 1 and 2). This ridge also extends across the southern property line and forms the rim of a bowl shaped depression which dominates the western portion of the site. At some places the slopes on the flanks of the ridge exceed a UPP GtOTICHNOLOGV Lands of Morrow August 12, 1985 Page 4 gradient of 1 3/4:1 (horizontal to vertical). A knoll with a maximum elevation of about 730 feet is located in the upper portion of the bowl. The crest of the knoll is nearly level whereas its flanks slope moderately away at a gradient of about 3:1. North of the knoll the surface has a gentle gradient of about 10:1. The swale between the knoll area and the steep ridge to the east has poor drainage characteristics and remains wet throughout the winter months. The remainder of the site, however, has generally good drainage. Vegetation on the parcel consists mainly of wild grasses, oak trees, native shrubs and a few fruit trees. Site Geology The main ridge and eastern portion of the property is underlain by slightly consolidated gravel conglomerate, sandstone, siltstone, and claystone of the Santa Clara Formation. No well defined outcrops were observed on the subject site, but nearby exposures on all sides of the parcel generally have a northwest strike and a dip to the northeast of about 40 degrees (see Figure 1). A distinctive limestone outcrop is located near the crest of the main ridge. Its origin is unknown, but it may be a remnant of Franciscan rock that was buried by deposition of the Santa Clara material. Exploratory Boring 1 was drilled to a depth 126 feet near the northern property line and Boring 2 was drilled to a depth of 100 feet on the crest of the knoll (see Figure 2). Representative samples were obtained from Boring 1 with a standard penetration testing split barrel sampler every ten feet to a depth of 100 feet and every five feet thereafter. For correlation, samples were obtained from Boring 2 at 25 foot intervals. Subsurface conditions are shown on Figure 3, Cross Section A -A'. To the maximum depth explored, the borings encountered material characteristic of the Santa Clara Formation consisting of inter layered gravelly and clayey sandstone with ocassional sandy siltstone, (see Figures 4 thru 7). The color was consistantly a reddish to yellowish brown to a depth of about 60 feet, below which it was a fairly uniform dark bluish to dark greenish gray. No clay layers were observed in these borings, and the samples showed no signs of shearing or other evidence of having been disturbed. The material encountered had a very dense consistancy with the standard penetration test blow counts exceeding 100 per foot below a depth of about 30 feet. UwP OIOTICNNOLOGY Lands of Morrow August 12, 1985 Page 5 Exploratory Boring 3 was drilled at the base of the knoll to a depth of 105 feet. The wall of this large diameter boring was carefully visually examined to a depth of 94 feet. In this boring we observed interlayered yellowish brown to reddish brown sandy gravel conglomerate, sandstone and siltstone to a depth of about 65 feet, At that depth we observed a very distinct slide surface with a strike of about north 30 west and a dip of about 50 to 60 degrees to the northeast. The surface has no slickensides at that location, but it does have undulations or grooves that are parallel to the dip. The slide surface forms a sharp contact between brown coarse granular material above and greenish gray silty claystone below. The sand content of the claystone gradually increases downward to a depth of about 73 feet, below which it is classified as a clayey sandstone. Sandstone and gravel conglomerate similar to that encountered in the other borings were observed from 73 feet to about 92 feet. At 92 feet we observed a lens of fairly clean angular gravel. Immediately above the gravel several preserved branch -size wood pieces are embedded in a lens of clayey sandstone. Ground water was encountered in each of the borings. Stabilized levels were recorded at a depth of 50 feet in Boring 1 and 60 feet in Boring 2. The ground water stabilized at about 40 feet in Boring 1. Much of this water appeared to come from the gravel aquefer at about 95 feet. It should be noted that fluctuations in the level of subsurface water can occur due to variations in rain- fall, temperature and other factors not evident at the time our observations were made. LANDSLIDE EVALUATION Our investigation established that the western portion of the subject parcel is underlain by a fairly extensive landslide deposit. In plan, the upper two thirds of the slide is bowl shaped and about 600 feet wide (see Figure 1). The lower one third narrows to a chute about 200 feet wide. The chute is formed by a restriction in the surrounding Santa Clara Formation bedrock. Overall the slide is about 1200 feet long. The topography of the bowl area is characterized by relatively uniform slopes whereas the chute area has irregular somewhat hummocky topography. A knoll and central ridge are located within the bowl with a swale along each side. Visual observation in Boring 3 showed that the slide surface was at a depth of about 65 feet and formed a sharp contact between the brown material above and the gray below. Although neither clay layers nor slide surfaces were detected in Borings 1 and 2, it is LIPP GIOTNOINOLOGY Lands of Morrow August 12, 1985 Page 6 our opinion that the change in color probably occurs across the slide surface. The slide surface apparantly acts as a barrier to ground water movement so that the material below the surface has remained constantly below the ground water table in a reducing environment. The gray color is the result of chemical reduction of the originally oxidized sediments of the Santa Clara Formation. The apparant slide surface is shown in Figure 3. A stability analysis of the slide was performed using the TSLOPE program based on Spencer's Method of Slices. Soil strength parameters were determined by direct shear tests on several undis- turbed samples obtained from the clay layer below the slide surface (see Figure 11, Direct Shear Test Data). Several strength values were used for comparison, but a cohesive intercept of 1200 psf and an angle of internal friction of 20 degrees appeared most appro- priate for further analysis. The effects of changes in the ground water level and of the seismic coefficient were also evaluated. As shown in Figure 3, the slide surface used in the analysis was modified somewhat (in a more conservative way) from the actual slide surface to eliminate tensile interslice forces in the anal- ysis. A summary of stability analysis results are presented on Figure 12. The stability analysis showed that the main portion of the land- slide had a static Factor of Safety greater than 1.5 under all likely conditions and should be considered stable. The Factor of Safety was reduced to near 1.0 under a seismic coefficient of 0.24 with the ground water level at 40 feet below the surface. It should be noted that the stability analysis was based on the landslide configuration shown in the cross section. In actuality, the main bowl shaped portion of the slide is further restricted from movement by the confining bedrock ridges to the north. FINDINGS AND RECOMMENDATIONS Based on the results of our investigation, it is our opinion that the subject parcel is suitable, from a geotechnical standpoint, for subdivision and construction of three single family homes. Pro- posed Site 1 is located along the crest of the bedrock ridge in the eastern portion of the parcel; Site 2 is located on the crest of the knoll in the western portion of the parcel; and Site 3 is located on the gently sloping area at the base of the knoll (see Lands of Morrow August 12, 1985 Page 7 Figure 2). Although the western portion of the parcel, including Sites 2 and 3, is located within the head area of an old landslide, it is our opinion that the portion of the slide underlying the proposed development should be considered stable under all antici- pated conditions provided the recommendations of this report and subsequent recommendations by the geotechnical engineer are incorporated into the project. To insure stability of the old landslide even under strong seismic shaking, measures should be taken to prevent the ground water level from rising closer than 40 feet from the surface. (At the time of our investigation, the level was generally lower than 40 feet.) These measures should include the following: Controlling surface runoff to prevent excess winter infiltration. Installing a monitor well to obvserve the ground water level. Installing one or more pumps to lower the ground water level if necessary. The Swale to the east of Site 3 may be the head of a relatively shallow dormant landslide. The access road will probably cross this area. Therefore, its stability should be established or stabilizing measures employed during development. A detailed soil and foundation investigation should be conducted for each homesite, tank site, roadways, bridge, and other improve- ments. It should be noted that although our knowledge of the causes and mechanisms of landslides has greatly increased in recent years, it is not yet possible to predict with certainty exactly when and where all landslides will occur. At some time over the span of thousands of years, most hillsides will experience landslide movement as mountains are reduced to planes. Therefore, a small but unknown level of risk is always present to structures in hilly terrain. This level of risk is of course increased when structures are located in areas where landslides have occured in the past. YPP GIOTICMMOLOGY Lands of Morrow August 12, 1985 Page 8 It has been our pleasure to provide this investigation for you. Should you have any questions, please call. Yours very truly, UPP GEOTECHNOLOGY R. Rexford Upp Registered Civil Engineer 37340 Certified Engineering Geologist 1083 RRU:cb Copies: Addressee (3) Town of Saratoga (1) William Cotton Associates (1) Attachments: Figure 1: Site Vicinity Geologic Map Figure 2: Site Plan and Geologic Map Figure 3: Cross— Section A —A' Figures 4 thru 10: Logs of Borings 1 thru 3 Figure 11: Direct Shear Test Data Figure 12: Summary of Stability Analyses Results UPP ONOTKNNOLO®Y cuuIrw',.,a Kotary wasp ooy LUULIGLJOY K. upp DEPTH TO GROUNDWATER 50' DEPTH TO BEDROCK 3.0' DATE DRILLED 6/6/85 DESCRIPTION AND CLASSIFICATION DEPTH (FEET) U)iewVS PENETRA1 TON RE;ISTANCE (stows/Fit WATER CONTENT I•., N OE SI (ACE) V (P CE I SHEAR STRENGTH (KSFI DESCRIPTION AND REMARKS COLOR CONSIST. SOIL TYPE SANDY SILT, topsoil led.Brn Stiff ML 58 35 72 123 90/3 ATD 7 day CLAYEY SANDSTONE (Weathered Santa Clara Formation) Red Brn (Very Dense) (SM) /0 CLAYEY SANDSTONE and SANDY CLAYSTONE, interlayered Light Dlive Brown (Dense and Hard) (SM) (CL) ZO GRAVELLY SANDSTONE, subrounded coarse gravel GRAVELLY SANDSTONE CONGLOMERATE GRAVELLY SANDSTONE 30 s --40 :50 so _.2___ GRAVELLY SANDSTONE, subrounded coarse gravel Dark Bluish Gray To —8 t UPP GEOTECMNOLOGY LOG OF BORING 1 LANDS OF MORROW SA OF CALIFORNIA E 'gmee. "y ;iro al,• Ceoterm., ai F.Te," PROJECTNO. DATE Fi p ire. 4 163.1 Auovcr 1985 A C""rI.P=... a xoaary wasn 4 UU7 LUbbtUbl u;'t✓ DEPTH TO GROUNDWATER 50' DEPTH TO BEDROCK 3.0' I DATE DRILLED 6/6/85 DESCRIPTION AND CLASSIFICATION DEPTH (FEET) W t .1 z U F 4 v, u yb z a m 6 Ww i O U i t S; 2 OWa o W i q r N DESCRIPTION AND REMARKS COLOR CONSIST. SOIL TYPE GRAVELLY SANDSTONE (continued) GRAVELLY SILTSTONE Dark Bluish Gray 90 /00 \00/5' vo /ZA "100/6" X117/7' X00 /W' -100/2' L100/3' I 100 93 BOB 126' lb; NPP GEOTEOINOLOGY LOG OF BORING 1 LANDS OF MORROW SARATOGA, CALIFORNIA d y"`�• 7s:'wY•Cwo;ernu,.n r xr, �ee.xy PROJECT NO. DATE Figure 5 163.1 August 1985 o notary Wasu »J p DEPTH TO GROUNDWATER 60' DEPTH TO BEDROCK 2 85 DESCRIPTION AND CLASSIFICATION DEPTH (FEET) PENETRATION RESISTANCE IRLOWS /FT.1 WATER CONTF NT 1 •e, DRY DENSITY (ACC) SHEAR STRENGTH IKSFI DESCRIPTION AND REMARKS COLOR CONSIST. SGIL TYPE SANDY SILT. (topsoil) 3rown Firm ML ro -20— 30 40 ATD 1 Wk GRAVELLY SANDSTONE (Santa Clara Formation) Dark Yellow Brown 46 i —so— 70 104 SANDY SILTSTONE Dark Greenish Gray 114 ft W'P GEOTECNNOLOGV LOG OF BORING 2 LANDS OF MORROW SARATOGA, CALIFORNIA Ey��xwy:rc”„� Ceotnm� E tyn.y PROJECTNO. DATE I Figure 6 163.1 August 1985 EQUIPMENT 8" Rotary Wash ELEVATION 745' LOGGED BY R. Upp DEPTH TO GROUNDWATER 60' DEPTH TO BEDROCK 2.0' DATE DRILLED 6/8/85 DESCRIPTION AND CLASSIFICATION DEPTH cc n g G t oi t i W L p m W i t t O U cc 0 l g O W 0 w 2 LL W w Y y DESCRIPTION AND REMARKS COLOR CONSIST SOIL TYPE {FEET/ SANDY SILTSTONE Dark GreenistY Gray 90 —/00 -:r– 100/ BOB 100' lij UPP GEOTECMNOLOGY LOG OF SCRIM 2 ADS OF MORROW SARATOGA, CALIFORNIA f 9� ys „._yr•catre:m�<a��,y,iny PROJECT NO. DATE Figure 7 163.1 August 1985 EQUIPMENT 36" Diam Auer ELEVATION 693' LOGGEDBY R. PP DEPTH TO GROUNDWATER 40' DEPTH TO BEDROCK 6. /85 DESCRIPTION AND CLASSIFICATION DEPTH (FEETI i 1,131dWYS PENETRATION RESISTANCE (BLOWS/FT.) WATER CONTENT 1 %1 DRY DENSITY (PCF) SHEAR STRENGTH IKSF) DESCRIPTION AND REMARKS COLOR CONSIST. SOIL TYPE SANDY SILT, sl. moist, minor subrounded coarse grave] (top- soil) fed.Brn. Very Stiff 5 —/0 /5 o ATD 12 hr SANDY CLAY, 10% fine to coarse gravel Ked.Brn, Very Stiff CLAYEY SANDSTONE, fine to medium grained (weathered Santa Clara Formation) Yellow- 3rown SANDSTONE, interlayered yellow- brown and red brown, bedding indistinct. no fractures Yellow- 3rown Reddish 3rown CONGLOMERATE, coarse gravel, moderately friable CONGLOMERATE, angular sandstone cobbles Yellow- 3rown CONGLOMERATE, coarse sandy gravel fellow- 3rown Z5 SILTSONE lens (.Brown ;o 35 SANDSTONE. coarse fellow 3rown .__?at CONGLU1 ATE, gravel, interbedded with coarse sandstone and siltstone SANDSTONE with coarse gravel and minor cobbles and boulders fellow- 3rown y api UPP GtOTIECMNOLOGY LOG OF BORING 3 LANDS OF MORROW SARATOGA, CALIFORNIA t ngmemy;rcayy. GrotecmicatEignny PROJECT NO. DATE Figure 8 163.1 August 1985 EQUIPMENT 36" Diam Auger ELEVATION 693' LOGGED BY R. Opp DEPTH TO GROUNDWATER 40 DEPTH TO BEDROCK 6.0 DATE DRILLED 6/14/85 DESCRIPTION AND CLASSIFICATION DEPTH (FEET) a i i C W y 0 n a m x w ti F- >_j O W_ O a a O N uj x m DESCRIPTION AND REMARKS COLOR CONSIST. 504 TYPE SANDSTONE, (continued) Yellow- Brown H5 SANDSTONE, coarse sand and fine gravel Yell.ow- Brown SANDSTONE CONGLOMERATE inter- layered in 1" beds Yellow- Brown CONGLOMERATE, fine sandy gravel, discontinuous lenses of silty clay Yellow- Brown --50-- 55 CONGLOMERATE, coarse gravel Y.Brown 60— SANDSTONE, fine sand Y. Brown CONGLOMERATE, sandy gravel. Old Slide All Yellow- Brown SILTY CLAYSTONE Dark Bluish 3ray 65 T0— 75 8D— CLAYEY SANDSTONE Dark Bluish Jray SANDSTONE, medium grain, highly gractured Dark bluish :ray LOG OF BORING 3 I� UPP GEOTEpfNOLOG LANDS OF MORROW SARATOGA, CALIFORNIA 1 ngineef -∎y :r_ y; a:.eolnm¢ei f Noreen/1g PROJECT NO. DATE Figure 9 163.1 August 1985 EQUIPMENT 36" Dian Auger ELEVATION 693' LOGGED BY R. Upp DEPTH TO GROUNDWATER 40' DEPTH TO BEDROCK 6.0' DATE DRILLED 6/14/85 DESCRIPTION AND CLASSIFICATION DEPTH (FEET) a n w c u z4 a i t i W 2 e t Cr 2 a z 0 u y F O W Q a f n U aj II I y DESCRIPTION AND REMARKS COLOR CONSIST SOIL TYPE SANDSTONE, fine sand, some clay, vertical joints Dark Bluish Sray 85 90 SILTY SANDSTONE, many wood fragments Dark Bluish Dray GRAVEL, coarse angular Dk.Gry. /Brown SLOUGH from caved walls 9 -/00— BOB 105' /05 —uo— LOG OF BORING 3 LIPP GEOTICNNOLOGY LANDS OF MORROW SARATOGA, CALIFORNIA k ngn eer,9 Gh wyy Ceotrt'm „ri k yn wrong PROJECT NO. DATE Figure 10 163.1 August 1985 TEST DATA TEST NUMBER 1 2 3 4 NORMAL PRESSURE (KSFI 2. 6 8 /2. SHEAR STRENGTH (KSFI 2..7 3.6 y.O y. 3 INITIAL H:O CONTENT I %1 FINAL HA CONTENT r 7 INITIAL DRY DENSITY IPCFI FINAL DRY DENSITY (PCF1 STRAIN RATE: 0.1 In Min 9i 23' C •18C0 PSF Y f R”AOL0E �1 FAILURE ENIELOPE C' 1 2 C• 1200 PS -.04"........C...44.7---------------iiiird TEST DATA TEST NUMBER 1 2 3 4 NORMAL PRESSURE (KSFI 2. 6 8 /2. SHEAR STRENGTH (KSFI 2..7 3.6 y.O y. 3 INITIAL H:O CONTENT I %1 FINAL HA CONTENT INITIAL DRY DENSITY IPCFI FINAL DRY DENSITY (PCF1 STRAIN RATE: 0.1 In Min SAMPLE DATA DESCRIPTION: BIUISk ray s ■Ity Clay BORING NO 3 DEPTH IR 66' 1 ELEVATION (KI TEST RESULTS APPARENT COHESION (C): 1 2.00 pef APPARENT ANGLE OF INTERNAL FRICTION Z0 8 7 6 5 '1 3 2 I UPP 6EOTECMNOLOGY n7mer ig G. nog., •(i- ,In14..e Er girleN 4 A/ 5 6 7 8 NORMAL PRESSURE (KSF) DIRECT SHEAR TEST DATA LANDS OF MORROW SARATOGA, CALIFORNIA PROJECT NO 163.1 9 DATE August 1985 /0 1/ /2 Figure 11 SHEAR STRESS (KSF) SUMMARY OF STABILITY ANALYSES RESULTS C d GGTI' 1800 23 Static 1200 20 Static 1000 15 Static 1200 20 Surface 1200 20 -40' 1200 20 -40' Seis. Coeff. 0 0 0 0 0 0.24 F.S. 3.2 2.5 1.9 1.9 2.4 1.01 SUMMARY OF STABILITY ANALYSES RESULTS YPP GEOTECNNOtOGY Engmeerng Geology Geolechr Enyrxenng APPROVED BY SCALE N/A LANDS OF MORROW 14821 BOHLMAN ROAD SARATOGA, CALIFORNIA PROJECT NO. DATE 163.1 l August 1985 I Figure 12 2 INSTAL. #E XLF -CONO f2EKV1 SWING 2 #4 RCS' OH CONDUCTOR TC NEW POLE !SAD PER DWG 0:522; SHT 1g, INSTALL 2 #2A XL P-CONC -PVC i22KV) CABLE- /C CR. IN CL;ST' S 2 -3' `s` INSTALL 4/0 TPX f600vi DB CABLE INSTALL 3" DUCT FOR FUTURE SERVICE L E C E N D INSTALL i7 "x30" BOX INSTALL Pr TX, SIZE RS SHOWN 4. 3G VD 3.40 VF (BRSEO ON 130' OF 350 TPX SVC) FUTURE-n— v FUTURE SVC SVC FUTURE SVC T 10365 25 KVR INIT: 257 KWH DES: 273 KWH (SC) 3 CUST' S 315 5202 27694 37.5 KVR (PROP) \41) KVR (PROP) FUTURE SVC TO 2 HP WELL T 10364 25 KVR INIT: 257 KWH DES: 273 KWH (SC) 2 CUST' S 315 5211 27738 475' NO. DATE 2008 MSS 120/240v 3W IPH 4/0 TPX SVC 1.87 VO 3. 82 VF 4 FUTURE svc 4i0 TPX 5.06 VD 4.57 VF BASED ON 330' 350 TPX SVC 3 DESCRIPTION GM /SPECIOWN. NMI SUP'. AM BY iNtki DATE R E V I S I O N S PG &E TO INSTALL 3 'x5' x3• -6' FULL VEHICULAR TRAFFIC 3OX J -1766 2-3' DU BY APPL. 535' #14821 REM: 7-40' JP PT5735 5/0 67. 1 -JT ANC PTP.359 T -10372 R PROP: 25 KV 51 KWH (W) GUST 315 5242 27747 DUST TO INSTALL (2; 3' LUSTS FROM .?-BOX TO TX PULL EACH CRPLE THRU DUCT TO CONFORM TO PHD CONFIBURRTION f R S SWING CONDUCTOR• TC NEU POLE J -1766 RET. I WALL ti -x INSTL: I-45'/5 JP, PT 28'. PG P 11'. 1- 7/32' OWN GUY 15M PISA. PG t 1.6M. 15'L. INSTL: 2 -PT 44H 0/O #5357 8T 17335 o td 6T RISER QUAD 1 6 P o ur, O i 50' INSTL: 1.5/16' OWN GUY 5 15M PISA PG 2.8m, 10'L 3'b" RPPROYED JN SUPV. BERG �1 JUSGN. ROBLES OWN. ROBLES CHKD. LEROY U. K. i DESCRIPTION GM /SPEC DIM I CHKD.! SUP Y.I RPM BY DATE 7/8!88 R E V I S I O N S SCALES =5O' INSTALL SERVICE CONDUIT CHARGE ALL TIME MAT' L TO D &E P7 LOC 5 25' -3` DUCT RT LOC 1I 12C' -2` DUCT NO= ES: 1) APPLICANT TC PROVIDE ALL TRENCHING SACKFIL_. PG&E TO PROVIDE ALL SUR' S. JT W/ E, P. T. 2: ALL LORDING FOR LOTS TYPICRL. BRSEC ON: 40C A MSS SOUL 5G r LIGHTING RRNGE-55 DRYER -505 DISHWASHER FREEZER 3 TON R/C 3). ALL SEC. CRRLE FROM TX TO 8OX TO 8E-25C TPX,. 4) AHALICRNT PROVIDE RETAINING WALLS WHERE NECESSARY, t J' URD DESIGN 14281 2OHLMAN RD, TR788E SARATOGA, CP SANTA CLRRA CO. PACIFIC GAS ANC ELECTRIC COMPANY SAN FRANCISCO, CALIFORNIA 'B' INSULATION DIST. CLASS I AREA SUMMER COASTAL BLK MAR I :3 -14 'BILL Or MRTL I DWG LIST SUPSDS LSUPSD B" SHEET NO. 1 or I SHEETS; I i REV. 1 6841E06303 I SCALE 1" 40' EXIST. STEEL TANG TIE INTC NEW SYSTEM EXIST: REDWQOO- T ANK HOUSE- APPROVED eV 0 O co 4TEST PIT3 1 7 12' SITE PLAN PROJECT NO. 163.02 f (TREE S/AS NECESSARY CONST: 110,000 GAL /TANK 30'x 1 REM VE/TREFS NOTED. TRIM OTHER LANDS OF M RRCW 14821 Bohlman Road Saratoga, California DATE June, 1988 Figure 4 f F;C &T,,, P.P., i mow. i f r� j f ti CONST. 8' TANK JRAi J AND 8" PVC WATER LINE IN SAAE TRENCH WITH 30' MIN. COVER. ABANDON EXIST. WATER LINE TO MILLER PROPERTY 4 1- -"Z EXISTING SHEDS. EXIST —Pt:1 i TANK r INSTALL GATE VALVES rd BASE: Plan for the Improvement of Tract No. 7888, JENNINGS, McDER OTT, HEISS, INC., Undated w FOLLOW FIRE TRAIL P J EXPLANATION OF GEOLOGIC MAP Qat ALLUVIUM Af ARTIFICIAL FILL GEOLOGIC CONTACT j LANDSLIDE DEPOSITS V I ARROWS SHOW DIRECTION 1 y OF MOVEMENT 1 t 1 HACHURES SHOW CROWN 1 OF SLIDE A A 1 i GEOLOGIC CROSS SECTION Geo] ogic Mapping by J. Coy]e, June 1985 UPP GEOTECHNOLOGY x. 11' .jIf i T•r .'k APPROVED B'v -1 4 STRIKE AND DIP OF BEDS STRIKE AND DIP OF BEDS UNCERTAIN 0[S OLD LANDSLIDE Qt TERRACE DEPOSITS QTs., SANTA CLARA FORMATION AND CROSS SECTION ACTIVE LANDSLIDE Got COLLUVIUM COL /LS DEBRIS Qoat OLD ALLUVIUM 'NS DORMANT LANDSLIDE SCALE 250' APPROXIMATE PARCEL BOUNDARY CONTOUR INTERVAL 10 FEET SITE VICINITY GEOLOGIC MAP LANDS OF MORROW 14821 BOA LMAN ROAD SARATOGA, CALIFORNIA PROJECT NO. DAT E X63.1 Au st 1985 Fiare 1 e M M Dis n Y A 1 1 r 1 L 41071 PART OF PROPOSED DI:VELOPME f QTsc 4 b15 OIs QTsc 1 i'st EXPLANATION DORMANT LANDSLIDE OLD LANDSLIDE SANTA CLARA FORMATION LIMESTONE CONTACT EXPLORATORY BORING CROSS SECTION PROPOSED BUILDING SITE f+ a a r r I TI 1 i 1 0 f 40 180 :T Fi s 1 i 1 j y t uPP GEOTECHNOLOGY LANDS OF MORROW 14821 BOUI±IAN ROAD SARATOGA, CALIFORNIA SARATOGA CREEK r GITs t. PROBABLE SLIDE SURfACk r 1 Ols B2 r 1 SLIDE SURFACE ASSUMED FOR B1 STABILITY ANALYSIS SITE 3 l i 1 /loo /30O 12.00 1100 1000 qao 800 700 HORIZONTAL DISTANCE FEET APPROXIMATE PROPERTY LIMITS 400 500 APPROVED B` SITE 2 ga oo uPP GEOTECHNOLOGY ,;,•.rr' ,t'; ri. ..i!( �,:•�rY.. i; k� SCALE 1" 100' 30 CROSS SECTION A -A' LANDS OF MORROW 14821 BOHU4AN ROAD SARATOGA, CALIFORNIA P RG if_ CT NO. 163.1 1 200 DATE 100 August 1985 0 Figure 3 500 680 670— 660 650 640— 630— A T OLD BEDROCK SURFACE {liail tl it al•t al lt• t l EL litl TOPSOIL�` fi ^il COLLUVIUM il ,a 'BEDROCK' ,,11 1,1, i Sis STABLE LANDSLIDE PIT 11 r LANDSLIDE DEBRIS COLLUVIUM PIT 7 ,„,,TOPSOIL„ APPROVED BY PIT 10 t 1 a „Illltlltiittt ?7 �kCOLLUYIUAe! f BEDROCK GROUND SURFACE TOPSOIL SANTA CLARA FORMATION GEOLOGIC CROSS SECTION A —A' UPP GEOTECHNOLOGY Elglne rig Geo. logy Ceocechn t_al Engineering SCALE 20' 01,41a1 ,a Qsc PIT 5 PROJECTED r� „,„,-111""”' A T PROJECT NO. 4 44 163.1 LANDS OF MORROW 14821 BOHLMAN ROAD SARATOGA, CALIFORNIA DATE APRIL 1986 FIGURE 2 1 GATE EA SEMEMT AND DEDICATE EASEMEMT �1 AND COMST. MIN. ACCESS .ROAD—,AND TuRM— ARQuND` PROPOS c MON IS RT APPROVED BY 17 4 EXPLANATION 22 7 P' Dra PARCEL 2.4 ACRES DE CO ACCE TUR N I N cEL B 2:Z'A Q ,010°.1. ti St *F Col Colluvium D1s? Possible Dormant Landslide Sls Stable Landslide Qsc Santa Clara Formation Bedrock PROPOSED IS' 'RIDE EMERGEN ACCESS EASEMENT a 11.11111111111111 as 12 y' s LIMIT OF STABLE LANDSLIDE Storm Drain J CENTERLINE OF 30 FEET WIDE INGRESS AND EGRESS AND UTILITY EASEMENT r COAST 111' WIDE ttiM /ACCESS ROAD -L ROPOSED COMMON ube#g4n Ti htiine LO.75 ACRES) rain LPN $17 -13- i4 r i I,__1._, EASEMEMT TINE FOR COYYOM AREA ace: Intercept Drain CENTERLINE Of 10 FEET WIDE '1HGRE5S 1 EGRESS EASEMENT y I �2.7z -27T. S■;.' B PARCEL A' 9.9 ACRES (gross) RADE TO DAYLIG HT LINE AT SASE OF TREES. MO DROM ANCE TREES TO. SE REMOVED. r i 1 r NOTE COMST STORY DRAIN IN EXISTING ROLO TO CONVEY STORY RUM -OFF FROM ROAD AND IMPERVIOUS AREA OF A AND 1 DIRECTLY TO EIISTI•MA SWALE AT EAST t. 'EX CENTERLINE OF INGRESS a EGRESS EASEMENT 115. d! ce CON ST. I4'WIDE LPPN ACCESS ROAD WITH f1 WIDE TuRN OUTS WHERE FEASI ISLE. UPP GEOTECNNOLOGY Engu-e ingGeology Geotecm'cal Enginrtruig CONST 111' t /%O NEW ERtIME ACROSS EXIST. SrrALE tD 4 ENGINEERING GEOLOGIC MAP LANDS OF MORROW 14821 BORL AN ROAD SARATOGA•, CALIFORNIA PROJECT NO. 163.1 Q 0 i 0 0 750 706 0 50 z 700 0 7 7 7 7 7 4,00 North A 800 Sis /DO POSSIBLE Dis /50 Sis BEND IN SECTION Col PIT 1 PIT 4 rr. 0 40 Zed 300 460 500 DISTANCE FEET PIT 1 Col co 250 DISTANCE FEET CROSS SECTION B CROSS SECTION QT sc QT PAA SLIDE CROWN 600 LIMESTONE APPROVED BY N. UPP GEOTECHNOLOGY E nginee &ng Ge= Kg, GeotecmKcai Engineering N, i 1 7 LIMESTONE 700 800 West East 7 7 •300 350 1 100 '7 500 SCALE As Shown CROSS SECTIONS A -A' and B -B' LANDS OF MORROW 14821 BOHLMAN ROAD SARATOGA, CALIFORNIA PROJECT NO. Nov. 1 DATE PARCEL B N, 2.4 ACRES s Ns. 2274: Dra down PARCEL\ 2.4 ACRES\ DEDICATE EASEMENT,AND CON 1S 1110E-117N- ACCE BETWEEN TUA &ROUNDS. PROPOSED Ie WIDE EMERGENCY, ACCESS EASEMENT OVE 12 OAK AN: Ms/. -7 Subdialrin DEDICATE EASEMENT ARO COMST. MIN. ACCESS ROAD LND TURk-ARCuteD.:'. 0 AO' 0 EP CONST 18 WIDE MIN (ACCESS ROAD 5 B aim Storm 'Drain 1 I AP,v 5,1-13-14 CENTERLINE OF 30 FEET WIDE INGRESS AND EGRESS AND OTIL/TY EASEMENT 2e..5.1. ROPOIED epidural ubegrtt4n Tightline 1 40.75 ACES COURT NON' PRO•os-ED 2 1 1 11 S aceintereept Drain 1 ■11 rain r ,...EASEMENT LINE TOR COMMON AREA 1 -CENTERLINE OF 30 FEET WIDE '•1NGRESS e EGRESS EASEMENT 477. SG. 7 RADE TO DAYLIGHT LINE AT BASE OF TREES. NO OROINAPICE TREES TO SE .R1u0vED. PARCEL. 9. 9 ACRES (gross) 1. 1 f APPROVED BY NOTE! CDMST STS' DRAIN IN EXISTING ROAD TO .CONVElf sTOR Rum-OFF FJROld NOD ANO IhIPERviouS AREA OrPARCELS A AND B DIRECTLY TO EXISTING SWA AT EAST EONST. ICWIDE 14111 ACCESS ROAD w1114 1111' wIDE TuRN WHERE FEAST SLE. 7 UPP GEOTECHNOLOGY Er-rg.nee• rg Geology l, C.‘.0 echruc al Engineer ing SCALE "1" 100 r 4r4F e 4: D\ SITE PLAN .7„ PROJECT NO. 163.1 LANDS OF MORROW 14821 BOBLMAN ROAD SARATOGA, CALIFORNIA °MST le WIDE NEW jiRIDCE ACROSS Si IST S"NALL IZ" icr i; CO DATE Nov. 1985 F 1 EXIST AC AR K D ly 37 Zt" tE 3F N Drawdot\n Weil -0 D1S/\ oapsup.07 41 Storm orafn ni 4 364 Si train Tightline )r- e 1. 1 0-Subdrain r it aunal e---Surface Intercept Drain 32 4 -aor 277 5. APPROVED BY t UPP GEOTECHNOLOGY Engnee' Ce0technical Engtneering SCALE 100' SITE PLAN PROJECT NO. 163.1 LANDS "OF MORROW 14821 BOHLMAN ROAD SARATOGA CALIFORNIA DATE October 1985 r f Figure 1 EXPLANATION OF GEOLOGIC MAP AND CROSS SECTION Qal ALLUVIUM Af ARTIFICIAL FILL Ais ACTIVE LANDSLIDE Col. COLLUVIUM COL /LS DEBRIS Qoat OLD ALLUVIUM DlS DORMANT LANDSLIDE O S OLD LANDSLIDE Qa TERRACE DEPOSITS QTSC. SANTA CLARA FORMATION GEOLOGIC CONTACT v STRIKE AND DIP OF BEDS uPP GEOTECHNOLOGY •ii i 1ta 'i:•i; "..4t1 r1 APPROVED By SITE VICINITY GEOLOGIC MAP SCALE PROJECT NO. 1" 250' 163.1 LANDS OF MORROW 14821 BOH`IMAN ROAD SARATOGA, CALIFORNIA DATE August 1985 Figure 1 STRIKE AND DIP OF BEDS UNCERTAIN �T LANDSLIDE DEPOSITS V ARROWS SHOW DIRECTION OF MOVEMENT HACHURES SHOW CROWN L____ OF SLIDE A A F 1 GEOLOGIC CROSS SECTION Geologic Mapping by J. Coyle, June 1985 APPROXIMATE PARCEL BOUNDARY CONTOUR INTERVAL 10 FEET Dls a 83 r w 'NOT PART OF PROPOSED DEVELOPME)trt J r CRTs c EXPLANATION D15 DORMANT LANDSLIDE 013 OLD LANDSLIDE CATsc SANTA CLARA FORMATION l ast LIMESTONE CONTACT A EXPLORATORY BORING CROSS- SECTION A ter r te• ti r 1 I 1 i 1 I i 0 40 80 f FiETJ s 1 y y i1 r J y r i M l i r SITE PLAN AND GEOLOGIC MAP LANDS OF MORROW 14821 BOHLMAN ROAD SARATOGA, CALIFORNIA SARATOGA CREEK PROBABLE SLIDE SURFACE -r •fir �r Q`sc. r B1 0 I SITE 3 t f SLIDE SURFAC B ASSUMED FORS STABILITY AtYSIS• 1 APPROXIMATE PROPERTY LIMITS r 1 1 1 1 /100 /300 /ZOO 1100 lova goo 800 700 HORIZONTAL DISTANCE FEET J r�r w� 1 0•• fr y APP =OVED B`+ B2 LIPP GEOTECHNOLOGY ki SCALE 100' SITE 2 QTs c. CROSS SECTION A--A' 1 1 1 1 1 r 500 goo 300 200 100 LANDS OF MORROW 14821 BOHLMAN ROAD SARATOGA, CALIFORNIA PROJECT NO. 163.1 DATE August 1985 O 840 700 I* W EE 0 4200 W J W 560 Figure 3 4 fz,' r.paF f'‘.--A 11K 5 TOP 4 V Durcvir AoR $it) 4 41‘t tA0A0. 1 ,t A °ARC" v42t spAara T'f I: 57-- 13 X 24 FAINTED ON NO. 1000i4 CLEARPRINT c.,AL riPE 2.. WALL t f 1- 1.14. POP, 1.1. 4 v4 6 X 44 Cox t.)11---.. f;;)1 ANKs 4: SURFACE F pigm INIA U1-1 r> 1S LA Kble...D eukit5 e:rui s MATAL roull,9t,)- prelx5o,31-u'o,c. Z I 331Q 9t41 A.110 V001. »jV4 MW FAN eme.tii" Fop. 1 v-m:ratAil-tq (11 1. :t Usa 0 1 4 1-- rn N; Vsi A ESP-,isA 1 .-T *1 MA rotAF.r:13 L4 ri.-Ace otic. ets ez V- n" r STRUCTURAL NOTES 1. All work shall meet the general requirements of the Uniform Building Code, 1985 Edition, State Laws and local ordinances, codes and standards. 2 The contractor shall verify all conditions in the field. 3. Concrete shall have an ultimate compressive strength of 2,400 p.s.i. at age 28 days. 4. Structural steel shall conformtoASTI4 A36 Specifications. 5. All work shall conform to the recommendations of the Soil Investigation Report for Bridge and Retaining Walls Off Bohlman Road, Saratoga, California, prepared by Melvin R. Hill, Inc., their job 86179, dated 28 August, 1986. 6. The drilling of the pier holes shall be observed by a Geological Consultant ('Soils Engineer"). 7. Design Loads and Parameters: a. Active Soil Pressure 60 p.c.f., Equivalent Fluid Weight (E.F.W.) b. Equivalent Automobile Surcharge 2 feet of earth c. Passive Soil Pressure 250 p.c.f., E.F.W., times 2 pier diameters t 4 I SdALS ve 4 X ?1" F i; OP; it',14, '.4*.. et,-ANK5 r9r 3' 1 ,4 s?ACe r.fe. "CO'x ertr4r 4'i& t4N4 9 t i eolLow Top t.,\/ 1 /.1=2 LNI 10 4 5 0 11 Na rjt 04. AROU111) tyza '1 00 43 I AVM a et-AsKs poug cokid totelK 4--- O. ea KOAVAPAY tet IX—WA S,ADS AR. TO 5e, LocATED A9 al4OVi 14 OS The vo_ rgtvATe.. P F TFLAcr t4o, /ass, ortf sAgANrc ?Kett:AK-4p J�1-4% cis mczcoRt..A11-7 1lat5s ItAci jo HO. WNI's0 tO- 31- al Loc.A le) tAs evp usAir) 5 A e, 1 ,,A1-41:› tept,oee ra.V. 10 AS i ttaatAtia.e.o. PRIN to] y 198 Low avk -APATA ENGINE 4 e i harin :CA uy aud U1 bability, real or alte ottiiattcer, of vok pathlt for Iiibil (geffe4 of the (Iwilet_ or ttm.Engineer.-::, Job C- 3737 SAN JOSE BLUEPRiNt CO, P*49'S 5 -f s 2 1 2 s 7 0 0A OA 4 14, F E L. 1 0 3 2 3 'VICINITY MAP I 6 UG et o' o5 I ■11 :k L A .gr 4 11• 11 111P's 4 to o if 6 O Z `ty JACKS 1 1'6 TCH LINE 4Et SHEET 1 FOR DETAILS OF LOTS z lig6 t.7 62 .3.13 APO r 0 4 f IA it R 198 1•••• 10° r•I J ,71:1 0 k 11111 \f 11811 4' I '1' 7\-\), \('C •S N\ I 32 1,4•10..••• -.411 P 0 49 77 1 1 F ri 10 7 kr!' E 2•5' .1 r. .6 a 8,72 660 e z ..---.4- 7 N z 7 Z \N\\\ a09::47 I IL z 7 .11111 4 .o* of/ se \•41.1:74 ...ti. ---•C'----,.. ENV N E E X 1 S il ,i:\ 1 '''N 0 GR S r: 1Z NB A E;-SCM NT .P4 1-4 1 11 T.t. -N---- <7 7 7 ;l_ //I 2,o 70 .r 1 1 5c, 7 7 7 7'. 4..,..._ k 1 1 1 'l l .3 i ti ,....,<..7 i z 1 ‘.R I i I 1 I 2 ,-i•' -.-____..r"" 81,... N'- z I I 1 I t' I r ie 3 ,Z1 c 1 i A i //I I .i. 1 I 1 1 1 1 i i I I I t 1 1 i hi 1 i i i i I I 1 i 1 i I 1 i i i i .1 s ...::::;7. -...1 4; il 1 1 t .+1 i, 4 i 0 41, .:2 i I r I I 1 I I 1 I I I 1 1 L 3- ---1,/ c, 1 1 i I l I I I i ,i, 1 l 1 '':1-r-----' 1 i j .„1,- .5. 7._.1,_, ,C 'N----- 1 1 I I ,s, .....i..• 1.■.,7.,.- --4.-41.4.nr ii 43..42 VH PEla y Z Z 1 27 7. 5 0 r 710 800 825' \N b N 111 70 75 7fe, PARCEL A. P. N 517 13 8X/77M� //GM 46779 O/' Tory 4: Fox 0 1 OX 11-----161a1:&:;<ti V/:/// 47 Ccf I 0 1--- EXISTING PARCEL BOUNDARY CD 4. 0 Ct. cx EP 6 'e. e 1/ /OM 4t/1 11A Z4A/a.C4 775 NOTES: 1. OWNER: BRIAN MORROW 180 BELWOOD GATEWAY LOS GATOS CA. 95030 (408) 358::..3781 APN 517-13-15 AND 503-48-32 2. CIVIL ENGINEER: JENNINGSMCDERMOTT HEISS, INC. 925 REGENT STREET #200 S TELEPHONE: (/JOSE, 95110 C -4t5 3. EXISTING LAND USE: SINGLE FAMILY HOME ON LANDS OF FOX AND 4. PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL 5. EXISTING ZONING: HCRD 6. ST041 DRAINAGE TO EXISTING SWALES TRAVERSING PROpERTY, 7. AVERAGE SLOPE IS AS FOLLOWS: LANDS OF FOX 49 BECOMES PARCEL A 48% LANDS OF MORROW 32 BECOMES PARCEL B 32% 8. ,APN517-13-17 AND 19, THE LANDS OF FOX, ARE PRESENTLY DESIGNATED PARCEL A ON THE PARCEL MAP RECORDED IN BOOK 419 OF MAPS, AT PAGE 1 27. 9. CONTOURS ON PARCEL A ARE FROM CITY CONTOUR MAP AND ON PARCEL B ARE PER AERIAL PHOTOGRAMATRIC MAP BY AERO-GEODETIC. 10. PURPOSE OF MAP IS TO TRANSFER PORTION OF FOX PROPERTY CONTAINING EXISTING 25 FOOT ACCESS EASEMENT FOR MORROW PROPERTY TO MORROW, AND TO IMPROVE CONFIGURATION OF FOX PROPERTY. VACANT ON LANDS OF MORROW. DR. mRa.A.R4p FOX 15175 NORT6N. AVENUE SARATOGA, CA.- 95070 (408) 867 APN 517-13-17 AND 517-13-20 SCALE 1"s /00 0 /CO SRZN:RM!!!!BiNiEii DATE: M AY I 9 8 6 JOB NO: 2749 SHEET 0 OF 1 SHEETS 1 N i I 1 j; 0 Y f c� Q to 1 1 a '/7\ 1 ;r� L�`E SHEET 1 FE3 R a E TA 1 u n &o V M F X. a o i N s� 1 Q L L W N 1 i O NST FIRE NrDRAN7 tom v 1 l OR MAKQIiE f' :r' Y A I r ,4•i4 f u �i r\ l Z r+ l t« .wr. 4 +cGD03E0 1�` Wto ElG y ,a r r f �`'s. V L I T k t ,.r �s i i t ACr.E'J3 fA3EMIl�M t .C:`:`► 1r 1 A 1 �i r�� n .xalo�. x`— j NGR SS '9 CSRE9S EASEW NT ti t r i r if' -7ER -t .ter N r3 r� i e w d�'•••+� i i'ncd K I :.>_7fs• C 1 T r r ..e LsaYsr 6-C jl ENE T9 r R X 6AR 0.(. 'Ir tr Sr �I� 'I7 .TE R Uf'+4GPL t� i t b� t 1 ti; )i V r ti }6 AID 4(L£ �CdQdf v� v m Q 1\. t i 1 t r i gOtl Or r i A` r r 1 r ,SE.4�•pP`,FaTS tics y y i S 1 G c 4 C C>}NST. SY4RM DRAT 2S ���t•� IN EXISTING ROAP YQ\ ti 3t tl o♦ 4 I c y r CONYN' STQRM RUN -OFFi J'" -r T `-.2, FROM ROAP ANO d11FERViGZii V ARE�+3 �f EX 5�4�1¢ SMIA! a Ra R C T1 E `LL DIR TL 1 i ii MS K ?4 r AT AT R- C� r^ l- S LINE• r •�r `�a.� t X. PARK r: 1 l a p 6 E f N G 1�.r i e _a +L �C,� %k o AREA E y f REI�OYE�it" DAlZ f �l� w yY h •T 1 t 1, s f GENTERLI1rE. OF 3Q FEET iAti Z' 7� 1 �NGRfSS ANO EGRESS. AAA) UT[LffY' �A5fT1 CbI�sT. I�'tErDE M1 t c N ACCESS RhAD AIT14'is• Li 5�;1 CCN9>`. FERN N r Y j �JirDItANT n Y �iki At r 1 T '1•� w a tys• W ,j t A R t y' s -r y i t PAR 1N G >E�1�• L� R E A SEE L YL `o 1 f y. l T t a S E 1 FpR I# j s�. r 7 Y l .kp` y r i NTERUNE',OF INGRESS 8t 1 a 1 r... ■�qJ� t M i r r r *4,. ICAP. i ry •-1 A r r 1 1� ,j J �C i i 2 t -C 4 11 vr s]� 1 N' 1 -S o 'S a ip L 1 ll U' 1 1 to t r ff O I r I i iIADErTO RAYLiaNT 41NE I A7 BASE OF TREES. t 1 \�p` ORDLIIANCEI TREES TO! ffiE l i 4 DEDICATE EASEMENT i J ,1 I I a J I B 1\ t COhS7. 1ffi W IDE f 1� k i� 4a p MIN- ACCESS BOA �r,� —ff-0 1 O O o 1 r J r r A i i d i r 'w ,r TEDt2i ►5 w t r GpM 00", f f f J i r 1 f flNST. 1! DE RE1f ggRtr7Gl� 9± r� 01 Pp 'r etc +y�. pp SED '3 �r rl f A T X -1 LaT NYDLiANT i 3 bx S SE S NK y r f rf Y 4 r- f �N �O tit: ro TAREltTENDEfl FOR YIATEA SUPPLY ANC FO 6 f f' i' t M I LL E B A FE NO ti0. r, r i 1 t•x rya PS�A. i Y A i t o� 1 0 r T 9 V -s t) ..rar a j) M� ter f i T z i y J r i' M 1 Lt n I 1 ti� a 1 P P L ;'I fl l t Y tTv /f ____-1 41 41 44% 0 11111111111111 688.77 t MAX. PROPOSED EMERGENCY ACCESS ROAD IN REVISED LOCATION. FUTURE e PVC UNDER DRIVEWAY tiTuRE a NOTE: HOUSE AND (gme x. )IMBER To pa., WALL DRIVEWAY ARE FUTURE AND NOT A PART OF THESE PLANS. E D P R1V TE OF EXIST. GARAGE <::ONE WAY LANE 2205 8 COMP. REVISED 9-28-88 PLACE FILL ON ADJACENT WILLIAMS PROPERTY TO ELIMINATE LOW SPOT. SHEET 4A OF 6 2711 NOTE' CONTOURS SHOWN HEREON ARE BASED ON ENLARGEMENTS OF PHOTOGRAMMETRIC MAPS AND THEREFORE SUBJECT TO VARIATION. TREES NOTED AND CERTAIN PHYSICAL FEATURES ARE BASED ON RECENT FIELD SURVEY. BEFORE 'CONSTRUCTION BEGINS ELEVATIONS MUST BE FIELD' VERIFIED AND CIVIL ENGINEER ADVISED OF ANY VARIATION WHICH MIGHT REOUIRE MODIFICATIONS OF THE PLAN. 0 0 CO n 1 CONST. RETAINING WALL PLACE TURF STONE UNDER TREE CANOPY. APPROXIM WALL HEIGHTS *SHIFT ROAD -to CLEAR BRANCH 1 *A.C. LOCKED GATE1 e A.C. BERM 0 LARGE BRANCH R=80' 11 1 e 0 1 JOIN PARKING LOT S EE SHEET 4. 5' AINING WALL EXISTING HOME A.C/ERM aswage oF Ca=ssizsecom- ea.taingemneoweseer. 1 80.85' CONST. ACCESS ROAD WITH RUG PAVEMENT FROM JLJNCTLON,4VITH ROAD TO END OF WALL. MAI ROAD TO Vit 14 A WILLIAVS W. ROCK WALL A PAR I. 5% DER TR V 05' 03" E T/B 689- CCESS -<I\G 6 AR 0 DI z P 689.4 15 R.C. P71 SE IR:D y P ER OSEt• I 4" BLDG. \J C E zni A\ 1./ c FUTUR WILLIAMS DRIVEWAY NOT A PART OF THESE PLANS. PROPOSED FILL CONTOLIF'S ON OT LAND OF WILLIAMS TO ELIMINATE SWALE AND POTENTIAL F OR STANDING WATER ADJACENT TO PlIVATE RD. A.C. BERM 0 z WC') mwc w04 200 LLI<CC 16' 690 I' MIN. NATURAL GROUND RETAINING WALL 'N PARKING FOR BIKES EXIST. OAK SAVE) 6" PCC CURB 18' ROAD 2% —I-- FILL SECTION E E 32" OAK TREE APPROX. 2' CLEAR TO WALL >7, ONE WAY LANE EXIST. OAK SAVE EXIST PATH 232.5' EXISTING BUILDING 4" PCC W/6"x 6"– 10/10 EWF REINFORCEMENT ON 6" AGG. BASE ocet MIN. 670 SECTION F7F LOT I TR. 7888 14' RESUME 33 COMPACT 44 STANDARD 77 TOTAL 6' PCC CURB 2' MIN. 18 ROAD FILL RETAINING WALL a' 24g OAK TREE PROVIDE PCC WHEEL STOP IN EACH SPACE. DIMENSION TABLE 13.44' 7 NATURAL GROUND 2711 30.8 PARKING FOR BIKES PARKING STUDY 60 45 SPACES WITH ONE WAY LANES 16.5' 14' M 18' MIN. EX. OAKS 924'1 60' 10.97 TR. 7888 HAKONE GARDENS PARKING PLAN