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HomeMy WebLinkAbout04-04-2007 Supplemental Council AgendaWEST VALLEY•MISSION COMMUNITY COLLEGE DISTRICT ex Don Cordero Trustee 14000 Fruitvale Avenue Saratoga, CA 95070 -5698 District Office: 408.741.2011 Home: 408.378.4950 E: oredroc @sbcglobal.net Budding 511tron Valley's Future... One Student at a Time WEST VALLEY COLLEGE, SARATOGA MISSION COLLEGE, SANTA CLARA Here's where Mr kids get alcohol. Know the source and then No one can drink too much if they can't get it. Keep alcohol OUt of the hands of kids. U) Sai 0 ac-s-efi Cathleen Boyer Thank you for your help. Frank Burrell See what's free at AOL.com. 4/4/2007 From: FLBurrell ©aol.com Sent: Wednesday, April 04, 2007 12:09 PM To: Cathleen Boyer Subject: Statement for Tonight's Meeting Page 1 of 1 Dear Cathleen Boyer, I am requesting that you read my following comment regarding the Mixed Use Development Standards issue at tonight's City Council meeting: My name is Frank Burrell and I am a property owner in the Downtown Saratoga Village. I apologize that I am unable to attend tonight's meeting in person. I believe that the current Mixed Use Zoning in the Downtown Village that does not allow "For Sale" housing is contributing to the prevention of the revitalization of the Village area. Property owners are unable to obtain financing for projects without units that will be offered For Sale. I believe there are many people who would like to own housing and live in the Village and that successful projects with For Sale housing will bring people to the Village, helping businesses and the revitalization effort. I would like to urge the City Council to have a future study session on this issue with the hope that the current zoning will be modified. Thank You. CURVE TABLE CURVE 6 TH RADIUS TANGEN DEL1AN" tMeSKEI .6.07 180'32 8" NCB 312.00 37.90 18.97 18'00' won 600.00 14.48 7.24 13'48'18" WC. 300.00 16.47 8.24 9'50" a i A \`5'-7 1 J U 00 i 1/4 l f I 1 y ''18 1/\/ i N., i I 1 I 1 i s c,/ IL.... sG 1 7 SAWC6LT AT E STING`E� REMO J �-as R w RELOCATE ELECTRICA B PRC I/ 1 1 2,/ T NOTES: 1. UNE /CURVE TABLE INFORMATION REFERS TO FACE OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2. FOR ABBREVIATIONS, SEE SHEET T -1. 3. FOR TYPICAL CROSS SECTIONS, SEE SHEET CD -6. 4. DRAINAGE INLET COORDINATES ARE TO THE CENTER OF STRUCTURE AT EDGE OF PAVEMENT. 5. WORK BY OTHERS PER ENCROACHMENT PERMIT NO. 0405 NCS0581 LEGEND: (TC 490.77) FI: �i �I•II 1) I ASPHALT CONCRETE PAVEMENT COBBLESTONE MEDIAN SEE DETAILS ON SHEET CD -6 UNE NUMBER CURVE NUMBER CONFORM ELEVATION DRAINAGE INLET I I I I ‘Dc 11 e'er I ST TE R6 TE 9 1 11E I I r 2 "pl; ^.L 1 N z DATE 02/08/07 SCALE 1 20' SHEET N0. CD -1 c E 0/ 0 N s w N: \PPW\TLG36X24.dwa i TV Pe f A n S A S� GATOS �q�� g H,. 2 0S j 1- i W— -t (l i i i I 1\ 16 4 L l 1 r- i J I _J 4 FOR NOTES AND LEGEND, SEE SHEET CD -1. 1 I II \\c I x)� 1 ,I —Th'• x` CQ B ANGLE PT $F¢9t]�r23 a alri.0111111 ANGLE PT 4 Y c 1, w /r 0 am- 1! lac cm =Um PP -�1 W IF2Nv DATE 02/08/07 SCALE 1 20' SHEET NO. CD -2 N: \PPW\TLG36X24.dwg CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 5 42'01'47" E 3164.88 157.93 78.98 251'33" 6.11 28.00 28.17 15.41 57'39'12" 48.00 31.04 16.09 37'03'23" II 2976.56 41.75 20.87 0'48'13" 57.77 18.45 9.30 18'17'41" 40.00 12.15 6.12 1724'35" LINE TABLE LINE LENGTH BEARING 27.05 5 42'01'47" E 13.44 S 45'0552" E 6.11 S 34'32'00" E a a w -t— 9 7N 1 171 2 95.5 BEGIN BAY PER CORF :2M (EP 551.50) \'fl fRATOG A r IN- DUI AND ALL TO REMAIN Ff w v V l N 19170,75 2 J E 611932.83 i END BAY'TAPER EP 554.30 0 i X -IE I ANGLE PT -ADJUS <CYAS VALVE TO GRADE Wry N 1917020.368 1 94 C. FORM (EP 7.30) X a j Q i 'I I S »l /r 1 :1 a w l /7 r I `I 918936.768 E 6117132.593 EG-- CONFORM I--- ATO =COS AT r.` x SAWCI3T AT EXISTINP E/ f�, w�s W FOR NOTES AND LEGEND, SEE SHEET CD -1. PCC CONFORM REPLACE EX TR WITH TRAFFIC 4 CONFORM (EP 576.40) SIGNAL PULLBOX ADED PULLBOX G ETW 1� STAB ROUE L-- by ad I Ls O U :1 W bNv 0 ce 0 DATE 02/08/07 SCALE 1 20' SHEET NO. CD -3 N: \PPW \TLG36X24.dwg 1 I 0 2 g 0 In In nJ CO N: \PPW\ TLG36X24.dwg BKI Ei01uEBIS 1 SURVEYORS I P unl 1650 TECHNOLOGY DRIVE, SUITE SAN JOSE, CA. 95110 (408) 467 -9100 I i'' \f"-- L i V V s vV 1 z 1 r ---1\v---...... P A a ill c\ t v_______ is TOG7_- 'EE l iS G PeFeS AROAD:-l--=-=_- _______,oh w-----_,--------5-A-ft'Tj3aA Pair 1 cr, Y ------A v w 1,' co e_ '‘,._.:77, 1 �sT e�� �L his f1a tk. 4��'s y 7 d 5, 0,1 N e v---.. I \\I I N 8%iatf-2-"\,- e• 126' BAY TAPER ts, BC 1 c. 4. --E./61265427.607 V TC 477.; I IP 1,1,. 19127073.903 1 BAY _s_ 1 :c (II E '61 6503.691 4 END TAPER 1 1174„fcr .7 IN,BAY TAPER REMOVE CURB -11111,-__ 1 /.___,,1 -A I 90 BAY TAPER o., I 4. it4i,... ECT TOXPIR,E N 1912805.520 REMOVE E 6126461.346 S lir 'Ck17 N 1912 N 191zut59.754 Wi CONC COLLAR E 6127622.617 E 6127072.525 DETAILS ON STET CD-6 _1 EC NA 7S7 E 6126,4709, N"... I- .5__EF :trez:_1•:.1.. n END BAY TAPER 4 --r= ..i --E15-49.7.5_0_ a. BEGIN CURB 1 CONFORM 9 OVE INLE \4'CRV 7 VM7 A/ 0,1!' •1 '2 YE Pr._ ' 4 18\riCP __RELIOVE AC DIKE 7 =,-.:±.-1:•...:-E N. 10 s I s.-------.., -AMNIMilit-, i CAL TRANS AC DIKE (TYPE A) 1111 I 4/ 7 i ,...N, --------N--1912Qa9.635 ---1 4 1 Highway 9 Safety Improvement Project Construction Details It --1 y„....-- C TR NS G1 I 7 N N ON 0., G/EP 4•, f INV 495.3u /1 N f1912022.77 6127090.694 N 1 D ECATUR R OAD i 1 1 0 E D DI4 I ONFO M 500.00)) I t I L_____---- i II z- j f i I N 21 \J i --)L-.- 0 CI I 1 r--- I 1 t I N 11. a. N. L 1 c7----______ IN. Nli SANt •4 1e,a_y_4 441 A t I-0-GR ..6 ,2111 I ROUTE 9 I --7 A ---t-, v---- 116, SARATOGA _=___LOS GATOS R_QAD__--- oil ....0 ,STATE oh o ....carrralitL --4 4---- SAWCUT ....ir __-Z w 482 E 8,12; .19• I S N 1910963. Bc 6, 3 EC von 546.650 e 6128421 CONFORM _lac P e ,k e e° CONFORM e ON OR C e C m., C'IC CONFORM V (AC 483.60) 1 EXISTING ETW IN ■11 1 0 -1 7 -w----- w P: 7 SNORN3a 9 1 9 1 V V '-k." g CUR E TABLE EREIBEEEMEZEIERIWAUE DELT INEMIMERIBIMMEIZEINIIIMMIZESZ 1111S110—gailiElIMEIZEIM51. 11:1 LINE TAB ft: w --------.1-- -I I I --k- 1 VE11111110113 S 44'58.59" I- Iffszgoom S 43'0 E 111.011111M1411 •°roc MINMEIMMICEilli MMIIIIMEIEEZIallii IBES.MIMIlligiEll•Kr1 8849 i -1-- MILMIWZBIEEMBIEKEINIFENSI IMS11111:115112111 ISEMZECLI 11111011111=10121111100111111BEffil S 4 E I IlltfMr:86o oo mEgsmics 0'07'43" Mc/M EELM 5 42'31'04" E 1 1 1 7 -7- r. 1 1 u..1 t 3190 c',-) .4.• i-- ,,,,,,,T1---2 FOR NOTES AND LEGEND. SEE SHEET CD-1, DATE 02/08/07 SCALE 1" 20' SHEET NO. CD-4 1 I 0 2 g 0 In In nJ CO N: \PPW\ TLG36X24.dwg tito T :•'E _L VE TABLE TANGENT/ t DELTA 113'29" CURVE LEN T ..ADIUS i) 4616.99 24}2.45 156.23 1.10 j :40 17718'16" tito T :•'E _L LINE LEN I BEARI? G `IIMV S 50'0734' E 8 0 \�1 U W :1MM `9iGleNa :di dJe \•17 PGL7l7e 51_i:C� CALTRANS E A2 -6 SE SHE7 CD 6 N 910008.436 1 9578. 00 eRIVEWAY 28' E 1 61!• Sta60, 63 .013 9800.63 WAY T DRIVEWAY E REMOVE EXISTING COBBLESTONE N 1909707.5 E 6130000.7 END BAY T -A' t l I \t J-t tv -t, t, i '•.E 6129523.E 1 1 J N 19161.0•.745 I (EE.4i7-30)- 41""mw e \r TT ',1 r I V �^i _'r te J r t u 1 ��1 vi i J l l 1 1 1 i� i 1\ x -1,- i i 1 N.__ k I 0 \i\ O 'T \v 1 1 1 Z 1 1 i 1 1 1 I c 1 1 9p 1 i r `c6 1 \1 1 1 1 1 }C V i 1 `v ■it S 1 g 6 -t ..4t t v 1 i \LLA11, i 1 STATE ROUTE Y tE CT DRI 28' WIDE 29' FOR NOTES AND LEGEND, SEE SHEET CD -1. 1 g of l 192:795.463 TE 612=877.618 3 B EGIN CURB CONFC RM p� 4 n 11)T7 ANS (CASE A) OVE -C URB- Rwl�f#� 0 W f CONFORM (TC 46.10 ER w lag _iUT MUM M w n 0 D Z DATE 02/08/07 SCALE 1 20' SHEET NO. CD -5 1 PPW\ 11 l_{RY 76 Aw" 1 z w v N L 0 Q BW FC 8' SW 3' VARIES REMOVE CONC MEDIAN REMOVE CURB OG CONFORM L— 1r DEEP UFT AC 4:1 OR FLATTER ETW ETW 12' 4' BIKE ,ANE HP EP EP ETW EP ETW 12' EP ETW 8' 12' 35.5' ETW ETC 14' 4' EX EX EP ETW SECTION A —A EP ETW 3' VARIES --6' VARIES ^OG CONFORM L SECTION B-B 2' -3' VARIES 8' VARIES 12' STRIPED MEDIAN SECTION C—C 12' STRIPED MEDIAN SECTION D VARIES 1 3.56' TO 11201 1 11 38' SW EX WALL EX ETW 12' ETW 12' 4' BIXE ANE 24' 3' OG CONFORM CONFORM ----T FC ETW FC 4' BANE 1' MINIMUM (TYP) CALTRANS B3 -6 CURB REMOVE CURB CONFORM COBBLESTONE MEDIAN SEE DETAIL ON THIS SHEET 12" DEEP UFT AC EP 14' EX EX VARIES I Z OG h'� 6' VARIES CONFORM OG r CONFORM L- 12' DEEP UFT AC 12" DEEP UFT AC EP VA EIEI S VARIES 24' VARIES BIKE LANE REMOVE CURB OG CONFORM EP 9 ETW VARIES BIKE LANE EX EX ETW EP 3 1- 10' CALTRANS AC DIKE (TYPE A) rOG REMOVE AC DIKE VARIES 4:1 OR FLATTER L--- ---T-- -T---- CONFORM L--- -----J L---------- CONFORM L 24' VARIES 5' BIKE LANE BIKE LANE EX EP ETW ETW ETW ETW EP EX EX EP 7' VARIES CONFORM —_J 12' DEEP UFT AC EX EP ETW 5' 11' 4' 12' 11' 12' VARIES BW FC ETV 8' S'3 11' SW BIKE LANE FC EP VARIES 9' 0' TO 12' VARIES SECTION F—F EP EP 9'& 12'& VARIES VARIES SECTION G-G STRIPED MEDIAN SECTON H—H 11' STRIPED MEDIAN SECTION H 11' STRIPED MEDIAN �--1' MINIMUM CALTRANS B3 -6 CURB REMOVE CURB J 12" DEEP UFT AC CONFORM 4' BIKE LANE ETV EP 11' 4' BIKE LANE 24' ETV ETV 12' 4' 16' CONFORM -'J 12' DEEP UFT AC 31KE SW J1E BIXE LANE LG FC ETWI 5W BW 11' 3 I 4' 6 REMOVE CURB &GUTTER CALTRANS TYPE A2 -6 (Mod) SEE DETAILS ON THIS SHEET L�S 'C Z r L 12' DEEP UFT AC ETV EP 4' BIKE LANE EP FOR ABBREVIATIONS, SEE SHEET T 1. 12' DEEP UFT AC AC PAVEMENT i/ CT 83-6 CURB (TYP) BW FC ETW 8' S' 11' SW BIKE VARIES LANE REMOVE COBBLESTONE MEDIAN REMOVE CURB CONFORM 12' DEEP UFT AC EX PIPE DOWEL 1 I--- 6' 2 #4 BAR HOOPS WHEN W 1' 3 #4 BAR HOOPS WHEN W 2' FC FC VARIES 4' 8 0' TO 11' V 32' VARIES VARIES 1' TO 3' CALTRANS 83 -6 CURB COBBLESTONE MEDIAN f0G --T 21PIREJLIS #4 C 1' EQUALLY SPACED CONCRETE PPE COLLAR VARIES SEE PLAN COBBLESTONE 1®IAN NO SCALE TYPE A2-0 OAoID CURB FOR NOTES, SEE CALTRANS STANDARD PLAN A87A 6' MINIMUM SQUARE OR ROUND COLLAR ETW FC BW 5' 6' BIKE SW LANE PROPOSED PIPE W 1' WHERE D E 2' W -2' WHERE D 2' SET 4' 8' DIAMETER WATER —WORN STONE "LODI' OR EOUAL) INTO MORTAR 2 3 THEIR THICKNESS IN A NEAT AND CLEAN MANNER WITH MIN. MORTAR SHOWN 6' CONCRETE MORTAR BED 95X COMPACTED SUBGRADE 2. SEAL FINAL SURFACE WITH WATER SEALER. [1' Q\ DOWEL NOTE: 1. AFTER THE COBBLESTONE HAS BEEN SET INTO THE MORTAR THE EXCESSIVE MORTAR IN BETWEEN THE JOINTS OF THE COBBLESTONE SHALL BE CAREFULLY REMOVED AND RAKED IN A SMOOTH JOINT (140 PROTRUSION OF MORTAR WILL BE ALLOWED). z DATE 02/08/07 SCALE NO SCALE SHEET N0. CD -6 N: \PPW \TLG36X24.dwg Y= 4 z x W 0 LLI W \y "'0N, 12" WHITE h l TYPE III I *R8 fij •R 00 OD 1 rit I I,Q: L'till I TYPE �r III (R) ARROW SEE CONSTRUCTION DETAIL SHEET CD -2 FOR CIVIL DETAILS t 1 Wt. 1 16+ 4 i 7 (A0 l STATE,KOUTE$ T n •A AIL *R81 R81B(CA) 111;'N r I) J 18 +00 W2 -2 CONFORM 0 EXISTING I I O G28 -2 Gf3DA (CA) I Ni 11 STATE' r –•R2 -1 (40) �*R7 -9 14;1 �7 LEGEND: 4' 39 A (CA) 1 PROPOSED PAVEMENT MARKING PROPOSED PAVEMENT DELINEATION DETAIL (SEE CALTRANS STANDARD PLANS, JULY 2002, A20A TO A24E FOR DETAILS) EXISTING STREET SIGNS PROPOSED STREET SIGNS PROPOSED NEW STREET SIGNS TO INSTALL REMOVE EXISTING STREET SIGNS RELOCATE EXISTING STREET SIGN EXISTING STREET SIGN TO REMAIN CHANGE OF PAVEMENT DEIJNEATION DETAIL PROPOSED BIKE LANE MARKING *R81 4' •37 (QA— J 32 -1 (CA) SEE CONSTRUCTION DETAIL SHEET CD -3 FOR CIVIL DETAILS NOTES: 1. CONTRACTOR SHALL USE PAINT FOR ALL PAVEMENT MARKINGS AND STRIPE. 2. CONTRACTOR SHALL REMOVE EXISTING STRIPING THAT IS IN CONFLICT WITH PROPOSED STRIPING. 3. EXACT LOCATION AND POSITION OF ALL ROADWAY SIGNS, PAVEMENT MARKINGS, AND STRIPPING SHALL BE VERIFIED IN THE FIELD BY THE ENGINEER. 4. UNLESS OTHERWISE SHOWN ON PLANS, PROPOSED BIKE LANE STRIPING SHALL MATCH EXISTING SHOULDER STRIPING. 4 •i-3 3 I- I ee hr- r ,-C 9 $,,,kf l- TQGA— GATOS ROAD\ T ��K /O J /r� r 7 D �I I SEE N2TFOR DETAIL T' H o G8 -22 (CA) *R81 (C T. 12" WHITE` 10� LIGHTED CROSSWALK 0 (SEE IN– PAVEMENT LIGHTING SEE SHEET E -1 LOCATION 1) *RZ-9 ✓–a R7 -9 DATE 02/08/07 SCALE 1" 40' SHEET NO. SS -1 N: \PPW \TLG36X24.dwg CO 0) 1- w w W L1.1 w V7 w Z J 0 F- A NE R7 -9 R81 (11A) it 1. k -1 a5jj r 5.48 (Crh) I I l C *-R26 (CA) G f{2�1 Z49. crR46-, c 526 (CA) 1c_ S y J I R26 (CA) R2 -4 (40)(CA) R26 (CA) G28 -2 (CA) G30 (CA) 0 -J w ED w w N w Z 0 F 2 cn 0 DATE 02/08/07 SCALE 1 SHEET NO. SS -2 N: \PPW \TLG36X24.dwa w z J 1— w w w 0) fV 0) A elLe E III (R) OW et a NT OAS GA C7 +0 1 r y 1 W"1r -y N w z 1 tit` e i -cR26 (C�) e i ,yrJ r� 3 56 +00 +00. oo' R4-4 cg e. SEE CONSTRUC110N DETAIL SHEET CD -3 FOR CIVIL DETAILS STATE ROUTE 9 i R26 (CA) L. TYPE III (R) ARROW 1r WHITE 0 F L JT x. Y R7 -9� R26 (CA) SAR• .i J PM Yom I: W6 -1 R81 (CA) i`' x.L \1 R26 (CA) n =1 (50) *R• 7=9 o 'V� CJ j ti R26 (CA) R48-1 (CA) j 1 8-1 t t t VILLAGE HAKONE GARDEN VILLA MONTALVO R2 -1 (50) R48 -1 (CA) ,e SARATOGA CITY 1 OFFICES R26' G28 -2 (CA) G30 (CA) i _\\\,1, v- ^,i\ -s z 0 s 0 DATE 02/08/07 SCALE 1" 40' SHEET NO. SS -3 N:\PPW \TLG36X24.dwg N a d Z E s 0 a L 0 ti w w 2 co w w 0) w z J 0 0 0 SEE CONSTRUCTION DETAIL SHEET H CD -3 FOR CIVIL DETAILS I 77 +nr 7R +02 /PAW J titi 1- Q R26 (CA) 4 19 1 :7, ,,oct`-:+177% F— SAW/JO —*LOS GATOS ROAD 1 J 0 CO w w 0) w z J 2 O 37 +89 AAA I 1 200' L V 1 I 1< i ;L. i r. 1 Di -2 1 MN say T 200' */R7 -9/ rr1 N STATE ROU A s• 97 +00 1 I y -.290 98 -00_ Wq Y CONFORM—TO R6 EXISTING f r X 0 7 R3 -4 G28 (CA) (CA) i CITY HALL CIVIC THEATRE WEST VALLEY COLLEGE R26 (CA) W4-2 Za R26 (CA) 11 __�1�i.J�✓ L I f y 1 (S■) R48 -1 (CA) v \z.{< R7 -9 G8 -22 (CA) R26 (CV R26 (CA) N W3 -3 R26 (CA O Z z Q Z U D11 -1 R26 (CA) Lu S32 (CA) S32 -1 (CA) R7 -9 R7 -9 R81`A) S32 (CA) S32 -1 (CA) L R7 -9 z s 0 0 DATE 02/08/07 SCALE 1 40' SHEET NO. S S -4 N: \PPW \TLG36X24.dwg a c i r N V c c c N N h r O 0 0 z W Q I ;fe R7 -9 r R 25- (CA) R7 -9 271 (50 R48 -1 (CA) W11 -3 �j N R7t'y j P R7 -9 R7 -9 'S�R•7�9� I DATE 02/08/07 SCALE 1 40' SHEET NO. SS -5 N: \PPW\TLG36X24.dwg a I all Y$ g z 45 2 r Z m Fr% r GHTED CROSSWALK I19L-2A dENTLIGHTING"? I I 1 0, m m 0 1+ 0 M 1 -F- 60 148 +00 149 +0 0 12" WHITE 6-, 1 G8 -22 (CA) L CD -4 P CIVIL DETAIL SF 0NSIRUOTION 5 AIL SHEET/ FOR1 c C1V�IC-13€' *R74 1 i Y�I l/ i t /1 NNN T .41/ 1248,--:,1 -1 I ij�% 71 ��i� ,4 up w3 R26 CA) \8�2?- "'r-GQ -5 (CA) G' "fa 4 -./x.-7< AN A T •R3 *D11-1 R26 (CA) LC 0 J w m w w w z J 2 n U v) w w S CO w w 0) w z J H Q 2 6 L irg DATE 02/08/07 SCALE 1 40' SHEET N0. S S -6 N: \PPW\TLG36X24.dwg g 3; GA LOS GAT ,ROAD co c w w r m w w 0) w z J U Q w O m w w m w z J U •ter j R7 -9 SEE CONSTRUC1iDN CD -4 FOR CIVIL DETAILS is.J ate C v`,,, 0 EXISTING 48 -1 I I v II I I 1 i A w� rl t�. -h� J I' n� Tt- r R4-7 I j TYPE N (dA) \Iil 7 I III R7 -9 0 z m N m m 0) ARROWS m 0) m H w w x m w w 0) l _a i Flo an omo r EI W RNs 0 rc 0 z DATE 02/08/07 SCALE 1"= 40• SHEET NO. SS -7 N: \PPW \TLG36X24.dwg all 0 a n co w w x co w w �u_ ��e� .�a�_:an•i�er_�:ai�_v� s� s�►�r— tip. 47 s in+� T '1 IOW .41 1 1 1 P. o -o :s 74s i y�, 'yam I !1 4---:. 1 4, 1 t N OPT _IAN` ONO S -1 1 1 ►/I .10' LIGHTED CROSSW LK 6 §HEET E -1 /LOCATION 3) ti 100 cy? S ATE R6 -1 1 9 1 W 0 w w co W z J 2 1 \L I R77 #9 --J_________--- 4-, y N ust r N 0 rsi *R7-9 W-2 SC13 (CA) 100'\ R26 (CA) T R6 R81 1 5' Imo -1- I R7_9•, J J •t ck SARATOGA— ROAD 1 l J 1 1 G Tj ti z `N\ A .il h, 1 hl \i 2ob' VASON LAK COUN i■ PAR <`G 1 T110 u —C R61 (CH) 1 RB1A (CA Air v r LO GA \OS 4 A: G9-5 a t _44 i4 R2- G28-2 4)(17) SEE 0 fiv I 09 -2\ R26 (C• N \O 1 •a a"\, .4)\ �.51 1 jl ;,ti\ r b x I- \\i 4 1 7414 4`7 r O \1\ 1 t� l) O :I ,i- m 1 I i> J C R81 TR C110N DET4 SHEETS j I m i F R CIVIL D A\LS I ,--E I I 1 1 ',--2, -4---, 1\ N ICA) I\ 1 11f Rg1 CA CIA .70 t *R7 11 2 1 17 r RROWS i-- 0 /..f- tn DATE 02/08/07 SCALE 1 40' SHEET NO. SS -8 N: \PPW \TLG36X24.dwg 11 g E a I EXISTING SIGNAL SCALE: 1 =40' r73 -3(CA) +105 A n 02ppb 04 r73 -3(CA) 10442 L• r73 -2(CA) b 5J1 U 212L 212U k./ 1 IMSTING III -A SERVICE ENCLOSURE CTID 37- 0009 -02572 WITH�7OU-METER-AND EQUIPMENT ITEMS 1 THROUGH 6, 12 THROUGF 1 1f_AND 1- AND 23 THROUGH 25. 38(SERVICE) EX. 1 1/2"c 2 dlc EXISTING PG &E SERVICE EXISTING LOAD: 2,O0OW TRAFFIC SIGNALS (12OV) 4 -310W HPS LUMINAIRES (24OV) EXISTING TYPE 332 CABINET NO. E37R2 WITH MODEL 170 CONTROLLER ASSEMBL 08ppb 1 I I II w 1 I 1 1 11 I I I I EX. 1 1/21 "c, dlc 02ppb 06ppb 3(CA) 'F: Y 0 3 14 u1' 0 C6 06 (c. 4r. 06p SCALE: 1"=20' sns 04ppb 06ppb EX. R/W J EX. 1 1 /2'F, 2 DLC 01 r 05 o- 2P -fl 02 05 02P 03 o- --fl 02 OR 01 06 o- --c> 06P EXISTING TRAFFIC SIGNAL PHASE DIAGRAM I04P 07 04 b STEADY DEMAND SEQUENCE I N 165' FRO J 1 UMIT UN 1 /2 "C, 2#8, 2 DLC 06 06P 07 EX. R/W 4 08 03 089 OR 089 0 4 b I04P ra X. R/W O 4v la' to O m4 b E Fm cLe 44.0 tdD '.ICI 4.•• E 04 ti i DAZE 02/08/07 SCALE AS SHOWN SHEET NO. TS -1 N:\PPW\TLG36X24.dwg CONDUCTOR SCHEDULE AWG CONDUCTOR DESIGNATION RUN NUMBER A '2` A '4` 3 'i` 'Sz` 'Z` 'fl` 'fl` A No. 14 01 3 (A) 29 -5 -129 50' 15' MAS SV -2 -T SP -1 -T 3 02 3 3 3 TV -1 -T 6 2 03 3 3 3 3 26 -3 -129 3 3 3 6 SP -1 -T 04 3 3 D) 1 -B 3 TV -2 -T 0 5 4 3 3 3 3 MAS 06 3 3 3 EXISTING R73 -2(CA) SNS(Big Basin Way-..—) SIGNS TO REMAIN. 3 3 3 6 07 3 3 6 19 -3 -129 0 8 12' MAS SV -3 -T 3 3 3 3 6 PPB POST 6 02P 2 2 2 2 04P 2 2 2 2 2 06P 2 2 2 2 2 2 2 4 08P 2 2 2 2 4 02PPB 1 1 1 04PPB 1 1 1 1 1 06PPB 1 1 1 1 1 1 1 1 2 08PPB 1 1 1 PPB NEUTRAL 1 1 1 1 1 1 1 1 2 PEU 3 SPARES 3 3 3 3 3 3 3 3 6 TOTAL No. 14 19 24 31 36 5 21 22 22 64 3 DLC 111U 1 1 212U 1 1 1 1 212L 1 1 1 1 315U 1 1 416U 1 IN IN IN IN 5J1U 1 1 1 1 612U 1 1 612L 1 1 7J5U 1 IN 1N IN 1N 8J7L 1 1 8J6U 1 1 TOTAL DLC'S 2 5 5 8 3 11 NO. 8 LIGHTING (240V) 2 2 2 2 2 2 2 4 SIGNAL NEUTRAL (120V) 1 1 1 1 1 1 1 2 TOTAL No. 8 3 3 3 3 3 3 3 2 4 N o. 6 CONTROLLER (120V) 2 EXISTING (E) /NEW (N) CONDUIT N E E E E E E E E E CONDUIT SIZE (INCHES) 3 3 3 2 2 2 2 2 2 -3 2 POLE AND EQUIPMENT SCHEDULE STANDARD VEH SIG MTG PED SIGNAL PPB HPS L (WATTS) SPECIAL REQUIREMENTS LOCATION TYPE SIG M.A. LUM M.A. MAST ARM POLE MTG I� ARROW (A) 29 -5 -129 50' 15' MAS SV -2 -T SP -1 -T 8 310 EXISTING R73 -3(CA) SNS(Saratoga Ave SIGNS, AND PEU TO REMAIN. B) 1 -B TV -1 -T SP -1 -T 2 CC) 26 -3 -129 45' 15' MAS SV -1 -T SP -1 -T 2 310 EXISTING R73 -3(CA) SIGN TO REMAIN. D) 1 -B TV -2 -T SP -1 -T 4 E) 24 -3 -129 35' 15' MAS SV -2 -T SP -2 -T 310 EXISTING R73 -2(CA) SNS(Big Basin Way-..—) SIGNS TO REMAIN. F) PPB POST 8 �G) 19 -3 -129 25' 12' MAS SV -3 -T SP -2 -T EXISTING R73 -3(CA) SIGN TO REMAIN. H) PPB POST 6 9� E a 0 .0 w 0 s 0 0 0 U e W 0 0 l5 z Y 0 EXISTING CONDUIT TO REMAIN A INSTALL NEW CONDUIT AND NEW CONDUCTORS AS INDICATED N INSTALL NEW CONDUCTORS OR CONDUITS AS INDICATED 0 0 r m 0 X DATE 02/08/07 SCALE NO SCALE SHEET NO. TS -2 N: \PPW\TLG36X24.dwa Conductor Pole Equipment Schedule Traffic Signal Modification Plan 111 a 1 x v INSTALL 10' OST TH NEW W11 -2 SIGN TH Ss OWERED i FLASHING LED W1 pL N. AND 2" PPB. FLASHING D'S TO BD, ACTIVATED BY PPB STALL NEW WIRELESS SOL�4R POWEREB IN– MB t o INSTA t d01S 1 ADVAVARNI V 11 O i]I► .__!a� BY PPB DIECATUR ROAD 10' "PEI 'SST WITH NEW=`,�/� R PO RED Fp D'S, 1N3 TA6LILEW WIRELESS S SDEAR- POWERED IN– PAVEMEN1 RASHERS_. mow STATE INSTALL ADVANCE W4RNIN SHING BEACO LOCATION 1 SCALE 1" 20' LOCATION SCALE 1" 20' UTE 9 Y INSTALL 10' PPB POST WITH NEW W11 -2 SIGN WITH SOLAR POWERED' W16 -7pL SIGN, AND N 2" PP PB FLASH! t G'tED'S..IQ BE ACTIVATED BY PPB NOTES* .r\ INSTALL ADVANCE WARNING FLASHING BEACON SARATOGA LOS GATOS ROAD 113 w LOCATION 3 SCALE 1" 20' 1. ALL ELECTRICAL WORK AND LIGHTING EQUIPMENT SHALL CONFORM TO CALTRANS SPECIFICATIONS AND STANDARD PLANS DATED JULY 2002. 2. ALL ROADWAY SIGNING SHALL CONFORM TO CALTRANS STANDARD PLANS DATED STANDARD SPECIFICATIONS, AND THE MUTCD CALIFORNIA SUPPLEMENT. 3. EXACT LOCATION OF FLASHING WARNING SIGNS AND BEACON SHALL BE DETERMINED BY THE ENGINEER. INSTAL 10' ROB POST W 1.171, SIGN WITH SOLAR P \FLASHING LED'S. W16 -7p1 B. FLASHING LED'S C am, A BY; APB INSTALL AI VANC \WARNING FLASHING 3EACON STANDARD JULY 2002, TH NEW OWERED SIGN, AND TO BE INSTEW WIRELESS SOLAR POWERED IN–PWNEMENT FLASHERS (nP) PP POST WITH NEW S1 -1 SIG SOLAR POWERED S, 6 -7pL IGN, AND 2" PPB. F ING \LED'S -ipBE VATED B'\ PPB Lim 1! Oa I P N m d DATE 02/08/07 SCALE AS SHOWN SHEET NO. E -1 N: \PPW\TLG36X24.dwg PREPARED BY: SUBJECT: Highway 9 Safety Improvements Master Plan Approval RECOMMENDED ACTION(S): REPORT SUMMARY: Background SARATOGA CITY COUNCIL DEPT HEAD: MEETING DATE: April 4, 2007 AGENDA ITEM: ORIGINATING DEP Public Works CITY MANAGER: J Iveta Harvancik, Assoc. Engineer J hn Cherbone, PW Director Approve Master Plan and Phase I scope of work for Highway 9 Safety Improvement Project. The Highway 9 Safety Improvement Project is a multi jurisdiction effort to improve bicycle and pedestrian safety along this route. The project area consists of approximately 4.4 -mile long stretch of Highway 9 from Big Basin Way in Saratoga, through Monte Sereno to Los Gatos Boulevard in Los Gatos. Numerous accidents and three fatalities since 2002 stressed the need for safety improvements along this route which is a direct link between the three municipalities. It was in the public interest that all three agencies work together to form a reliable, timely, and cost effective means of completing this project. The result of this teamwork was the execution of a cooperative agreement among Saratoga, Los Gatos, and Monte Sereno that outlines all the responsibilities and assignments related to each agency during the course of the project. The Town of Los Gatos has been designated as the lead agency for the project. In addition, the agreement defines the project cost distribution. The three agencies will pay their local share based on the amount of construction within their jurisdiction. The three jurisdictions applied for, and received approval for a federal Congestion Mitigation and Air Quality grant (CMAQ). Of the overall project budget of $1,769,000, the CMAQ program will fund 88.5% of the project cost while remaining 11.5% or $204,000 will be shared among the local jurisdictions as stated above. Discussion Staff from the three municipalities and engineering consultants from BKF Engineers collaborated to develop a safety Master Plan. An ad hoc committee comprised of two Council Members from each jurisdiction was also formed to review the Master Plan and receive input from the public during three public meetings. Based on the public and ad hoc committee input during these meetings the Master Plan was developed. The Master Plan includes bicycle facilities on both sides of Highwy 9 and a continuous pedestrian access through the corridor with safe pedestrian crossings where needed. Unfortunately, the grant resources are not sufficient to fund all improvements included in the Master Plan, so project phasing is necessary. Based on the funding available from CMAQ grant, the scope of work was defined for the first phase of the project. The first phase includes shoulder widening where necessary, striping and signage to provide continuous bicycle lane or shoulder along entire corridor. Improvements also include pedestrian- activated crosswalks with embedded lights in two locations Vickery Avenue in Saratoga and Massol Avenue in Los Gatos. A detailed scope of work for Phase I improvements is attached to this report. Improvement plans for Phase I have been submitted to Caltrans for review and approval. Existing conditions on Highway 9 require design exceptions to Caltrans Standard Specifications which can complicate the permitting process. Therefore staff and engineering consultants met several times with Caltrans reviewers to make this process as smooth as possible. We are presently awaiting the first round of Caltrans comments. After Phase I improvements are approved by each participating City Council and Caltrans Encroachment Permit is issued, bids will be solicited from construction companies. Construction is anticipated in summer of 2007. Meanwhile, staff is currently searching for other grant opportunities to fund the second phase of the project, which concentrates on pedestrian improvements as layed out in the Master Plan. FISCAL IMPACTS: Of the overall project budget of $1,769,000, the CMAQ program will fund 88.5% of the project cost while remaining 11.5% or $204,000 will be shared among the local jurisdictions based on the scope of work in each jurisdiction. $100,000 has been reserved in the CIP budget for this purpose. CONSEQUENCES OF NOT FOLLOWING RECOMMENDED ACTION(S): Master Plan and/or Phase I scope of work will not be approved. ALTERNATIVE ACTION(S): N/A FOLLOW UP ACTION(S): After Caltrans Encroachment Permit issuance, the bids will be solicited from construction companies. ADVERTISING, NOTICING AND PUBLIC CONTACT: N/A ATTACHMENTS: 1. Pedestrian Master Plan 2. Phase I Improvements I Mae 000111. SOP.. nA/14 NOY. 0.10. .131 W.( 0.1% swarY .0.071900.W.1.10 .1110 =mom MIK, WO. NOM. YAM IMMNI71111e Adel MIMIC *IMORM*11 toBI ove LF Highway 9 Sofety Imprments Prejoet EX-1 PEDESTRIAN MASTERPLAN CONCEPT EXHIBIT No. I W fb 1 7 Attachment 1 0 IR 0■1114.1. LIMN faa.le MOM.. SOMA.. PAM OR ...OM PROKRIO CPU., 4 ,01.112.1-01:MI.14 urBliF a* Highlway a Safety haptevamenta Pr.:1Oct PEDESTRIAN MASTERPLAN CONCEPT EXHIBIT No. 2 Yaw •ZP-P--E X-2 2 7 0 DS 0011216 &MIL INVIC SOM., PO. Or rule. .nnE talLON4 rtnesnnhoi 4.V., OA (1. PROPOS° MXIMA .111/ AID AMID MO., MOMav V LAITY 10004.6 snewo .1.7V0•01. 1 ;T;I C ftJ 1 FX-3 rirBkr 9 Conceptual Pedeeblen Plan PEDESTRIAN MASTERPLAN CONCEPT EXHIBIT No. 3 1110 410 3 loBk F Highway 0 Safety M.prov.m.nt Project PED ESTRIA N MASTERPLAN CONCEPT EXHIBIT No. 4 FX -4 4 y b Manna euks,nn WOW, 1.10 Imullenr Filen <1. I sun nom e Oftry Ff 9 ERPL Improvements Tr EXHIBIT 6X—$ =lee 7 PEDESTRIAN MASTERPLAN CONCEPT EXHIBIT No. 5 Mp l 1 LIME 1..0119 MESIAMM ACTIATI1 64 01(41114.., to Bk lit Highway i Safely YeprerowenU ProJool PEDESTRIAN AAASTERPLAN CONCEPT EXHIBIT No. 6 FX -6 e T err DIP. RS l IMMO t tr BKF gfr Highway 9 So /oy lepevowonlo Pro1ool Mow MASTERPLAN CONCEPT EXHIBIT No. 7 r11�G''� l' SAFETY ROVEMENT PROJECT (SARATOGA PROJECT LOCATIONS) Location No. 2 Oak Place to Westcott Drive Sliver Widening Bike Signing and Striping 11' Through Lanes Oak Street Traffic Calming Coordination 1%. a d c) Location No. 1 Saratoga Ave /Big Basin Way to Oak Street Median Modification -Bike Signing and Striping Signalized Intersection Modification -Oak Street Traffic Calming Project Coordination Location No. 4 Park Drive Right Turn Lane Widening Bike Signing and Striping Attachment 2. Location No. 5 Fruitvale Ave Right Turn Lane Widening Bike Signing and Striping Signalized Intersection Modification Location No. 3 Vickery Avenue Sliver Widening Bike Signing and Striping Pedestrian Activated Lighted Crossing '9 C �o�i 0 dy C d,› 0 Eq 1 F co 0 SAFETY ROVEMENT PROJECT MONTE SERENO PROJECT LOCATIONS) Location No. 6 Daves Avenue Median Widening Bike Signing and Striping Pedestrian Activated Lighted Crossing p edestrian (Median) Refuge Area Location No. 7 Greenwood Road Right Turn Lane Widening Bike Signing and Striping Pedestrian Activated Lighted Crossing Location No. 9 Monte Sereno City Limits Sliver Widening Bike Signing and Striping AC Replacement/Driveway Conforms 0 CD CD D m rLocation No. 8 Viewfield Road to Serena Vista Court Sliver Widening Bike Signing and Striping AC Replacement/Driveway Conforms 11' Two -Way Left Turn Lane (TWLTLj r 7-------- fg °32 4 U) 0 FS (D m o m m 0 (D 0 471101111 SAFETY ROVEMENT PROJECT (LOS GATOS PROJECT LOCATIONS Location No. 9 Los Gatos City Limits to Massol Ave Curb Gutter Modifications for 3' Minimum AC AC Replacement Bike Signing and Striping 11' Two -Way Left Turn Lane (TWLTL) Location No. 10 Massol Avenue Bike Signing and Striping Pedestrian Activated Lighted Crossing Pedestrian (Median) Refuge Area Location No. 11 Massol Ave to San Benito Ave Median Widening Bike Signing and Striping Location No. 12 Bella Vista Avenue to Los Gatos Blvd Right Turn Lane Widening Retaining Wall Bike Signing and Striping Signalized Intersection Modifications