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06-09-2004 Planning Commission Packet
CITY OF SARATOGA PLANNING COMMISSION ACTION MINUTES DATE: Wednesday, June 9, 2004 - 7:00 p.m. PLACE: Council Chambers/Civic Theater, 13777 Fruitvale Avenue, Saratoga, CA TYPE: Regular Meeting ROLL CALL: Commissioners Susie Nagpal, Linda Rodgers, Michael Schallop, Mike Uhl, Ruchi Zutshi and Chair Mohammad Garakani Absent: Commissioner Uhl PLEDGE OF ALLEGIANCE MINUTES: Draft Minutes from Regular Planning Commission Meeting of May 26, 2004. (APPROVED 6-0) ORAL COMMUNICATIONS -Any member of the Public will be allowed to address the Planning Commission for up to three minutes on matters not on this agenda The law generally prohibits the Planning Commission from discussing or tahing action on such items. However, the Planning Commission may instruct staf f accordingly regarding Oral Communications under Planning Commission direction to Staf f. REPORT OF POSTING AGENDA Pursuant to Government Code 54954.2, the agenda for this meeting was properly posted on June 3, 2004. REPORT OF APPEAL RIGHTS If you wish to appeal any decision on this Agenda, you may file an "Appeal Application" with the City Clerk within fifteen (15) calendar days of the date of the decision, pursuant to Municipal Code 15-90.050 (b). In compliance with the Americans with Disabilities Act (ADA), if you need special assistance to participate in this meeting, please contact the City Clerh at (408) 868-1269 or ctclerhC~saratoga.ca.us. Notification 48 hours prior to the meeting will enable the City to make reasonable arrangements to ensure accessibility to this meeting (28 CFR 35.102-35.104 ADA Title II). CONSENT CALENDAR - None PUBLIC HEARINGS All interested persons may appear and be heard at the above time and place. If you challenge a decision of the Planning Commission pursuant to a public hearing in court, you may be limited to raising only those issues you or someone else raised at the public hearing(s) described in this agenda, or in written correspondence delivered to the Saratoga Planning Commission at, or prior to, the public hearing. In order to be included in the Planning Commission's information packets, written communication should be filed on or before the Monday, a week before the meeting. 1. APPLICATION #04-019 (397-09-009) GUDAPA'tI AND MEKA,19170 Monte Vista Drive; - The applicants request design review approval to demolish the existing structures on the lot and construct a new one story 6,156 square foot home with a 2,434 square foot basement. The maximum height of the proposed residence will not exceed 26 ft. The net lot size is 49,840 square feet and the property is zoned R-1-40,000. (LATA VASUDEVAN) (APPROVED 6-0) APPLICATION #03-132 (510-O1-004) -KIM, 19870 Mendelsohn Lane; -Request Design Review Approval to demolish and rebuild a significant portion of the existing house and add 904 square feet to the existing 3,429 square foot house for a total floor area of 4,333 square feet. The height of the structure will not exceed 21 feet. The gross lot size is 18,750 square feet and zoned R-1-20,000. (JOHN LIVINGSTONE) (APPROVED 6-0) APPLICATION #03-245 (517-22-073) MASSIF, 15301 Peach Hill Road; -The applicant is requesting design review approval for a detached secondary dwelling unit. Design review is required because the allowable floor area on the site exceeds 6,000 square feet. The maximum height of the propose structure is 14 feet 6 inches. The proposed floor area of the structure is 602 square feet. Total floor area on the site including the main residence and garage would be 6,598 square feet. The property is zoned R-1 40,000, (CHRISTY OOSTERHOUS) (APPROVED 5-1, GARAKANI OPPOSED) 4. APPLICATION #03-246 (386-10-043) -Golden Gate Doughnuts, LLC,18562 B Prospect Road; - The applicant is requesting approval of a Design Review and a Conditional Use Permit to demolish the existing 3,960 square foot commercial building and construct a new 4,090 square foot commercial building for a Krispy Kreme Doughnut Store. Maximum height of the structure will not exceed 20 feet. The parcel is 99,434 gross square feet. (JoxN LIVINGSTONE) (APPROVED 6-0) DIRECTORS ITEM - None COMMISSION ITEMS - None COMMUNICATIONS WRIT'T'EN - None ADJOURNMENT AT 10:45 PM TO THE NEXT MEETING - Wednesday, June 23, 2004 at 7:00 p.m. in the Council Chambers/Civic Theater 13777 Fruitvale Avenue, Saratoga, CA If you would like to receive the Agenda's via e-mail, please send your a-mail address to planning@saratoga.ca.us CITY OF SARATOGA PLANNING COMMISSION SITE VISIT AGENDA DATE: Tuesday, June 8, 2004 -12:00 noon PLACE: City Hall Parking Lot, 13777 Fruitvale Avenue TYPE: Site Visit Committee SITE VISITS WILL BE MADE TO THE FOLLOWING ITEMS ON THE PLANNING COMMISSION AGENDA FOR WEDNESDAY, JUNE 9, 2004 ROLL CALL REPORT OF POSTING AGENDA AGENDA 1. Application #04-019 - GUDAPATI &x MEKA Item 1 19170 Monte Vista Drive 2. Application #03-245 - MASSIF Item 3 15301 Peach Hill Road 3. Application #03-132 - KIM Item 2 19870 Mendelsohn Lane 3 Application #03-246 - Golden Gate Doughnuts, LLC Item 4 18562 B Prospect Road SITE VISIT COMMITTEE The Site Visit Committee is comprised of interested Planning Commission members. The committee conducts site visits to properties which are new items on the Planning Commission agenda. The site visits are held on the Tuesday preceding the Wednesday hearing, between 12:00 p.m. and 2:00 p.m. It is not necessary for the applicant to be present, but you are invited to join the Committee at the site visit to answer any questions, which may arise. Site visits are generally short (5 to 10 minutes) because of time constraints. Any presentations and testimony you may wish to give should be saved for the public hearing. CITY OF SARATOGA PLANNING COMMISSION AGENDA DATE: Wednesday, June 9, 2004 - 7:00 p.m. PLACE: Council Chambers/Civic Theater, 13777 Fruitvale Avenue, Saratoga, CA TYPE: Regular Meeting ROLL CALL: Commissioners Susie Nagpal, Linda Rodgers, Michael Schallop, Mike Uhl, Ruchi Zutshi and Chair Mohammad Garakani PLEDGE OF ALLEGIANCE MINUTES: Draft Minutes from Regular Planning Commission Meeting of May 26, 2004. ORAL COMMUNICATIONS -Any member of the Public will be allowed to address the Planning Commission for up to three minutes on matters not on this agenda The law generally prohibits the Planning Commission from discussing or taking action on such items. However, the PlanningCommission may instruct staff accordingly regarding Oral Communications underPlanningCommissiondirection toStaff. REPORT OF POSTING AGENDA Pursuant to Government Code 54954.2, the agenda for this meeting was properly posted on June 3, 2004. REPORT OF APPEAL RIGHTS If you wish to appeal any decision on this Agenda, you may file an "Appeal Application" with the City Clerk within fifteen (15) calendar days of the date of the decision, pursuant to Municipal Code 15-90.050 (b). In compliance with the Americans with Disabilities Act (ADA), if you need special assistance to participate in this meeting, please contact the City Clerk at (408) 868-1269 or ctclerh@saratoga.ca.us. Notification 48 hours prior to the meeting will enable the City to make reasonable arrangements to ensure accessibility to this meeting (28 CFR 35.102-35.104 ADA Title II). CONSENT CALENDAR - None PUBLIC HEARINGS All interested persons may appear and be heard at the above time and place. If you challenge a decision of the Planning Commission pursuant to a public hearing in court, you may be limited to raising only those issues you or someone else raised at the public hearing(s) described in this agenda, or in written correspondence delivered to the Saratoga Planning Commission at, or prior to, the public hearing. In order to be included in the Planning Commission's information packets, written communication should be filed on or before the Monday, a week before the meeting. 1. APPLICATION #04-019 (397-09-009) GUDAPATI AND MEKA, 19170 Monte Vista Drive; - The applicants request design review approval to demolish the existing structures on the lot and construct a new one story 6,156 square foot home with a 2,434 square foot basement. The maximum height of the proposed residence will not exceed 26 ft. The net lot size is 49,840 square feet and the property is zoned R-1-40,000. (LATA VASUDEVAN) 2. APPLICATION #03-132 (510-O1-004) -KIM, 19870 Mendelsohn Lane; -Request Design Review Approval to demolish and rebuild a significant portion of the existing house and add 904 square feet to the existing 3,429 square foot house for a total floor area of 4,333 square feet. The height of the structure will not exceed 21 feet. The gross lot size is 18,750 square feet and zoned R-1-20,000. (JOHN LNINGSTONE) 3. APPLICATION #03-245 (517-22-073) MASSIF, 15301 Peach Hill Road; -The applicant is requesting design review approval for a detached secondary dwelling unit. Design review is required because the allowable floor area on the site exceeds 6,000 square feet. The maximum height of the propose structure is 14 feet 6 inches. The proposed floor area of the structure is 602 square feet. Total floor area on the site including the main residence and garage would be 6,598 square feet. The property is zoned R-1 40,000, (CHRISTY OOSTERHOUS) 4. APPLICATION #03-246 (386-10-043) -Golden Gate Doughnuts, LLC,18562 B Prospect Road; - The applicant is requesting approval of a Design Review and a Conditional Use Permit to demolish the existing 3,960 square foot commercial building and construct a new 4,090 square foot commercial building for a Krispy Kreme Doughnut Store. Maximum height of the structure will not exceed 20 feet. The parcel is 99,434 gross square feet. (JOHN LIVINGSTONE) DIRECTORS ITEM - None COMMISSION ITEMS - None COMMUNICATIONS WRITTEN - None ADJOURNMENT TO NEXT MEETING - Wednesday, June 23, 2004 at 7:00 p.m. in the Council Chambers/Civic Theater 13777 Fruitvale Avenue, Saratoga, CA • If you would like to receive the Agenda's via e-mail, please send your e-mail address to planning@saratoga.ca.us o~ • MINUTES SARATOGA PLANNING COMMISSION DATE: Wednesday, May 26, 2004 PLACE: Council Chambers/Civic Theater, 13777 Fruitvale Avenue, Saratoga, CA TYPE: Regular Meeting Chair Garakani called the meeting to order at 7:00 p.m. ROLL CALL Present: Commissioners Hunter, Garakani, Nagpal, Rodgers, Schallop, Uhl and Zutshi Absent: None Staff: Associate Planner John Livingstone PLEDGE OF ALLEGIANCE APPROVAL OF MINUTES -Regular Meeting of May 12, 2004. Motion: Upon motion of Commissioner Nagpal, seconded by Commissioner Hunter, the Planning Commission minutes of the regular meeting of May 12, 2004, were adopted as submitted with corrections to pages 8 and 9. (5-0-0-2; Commissioners Schallop and Uhl abstained) ORAL COMMUNICATION There were no Oral Communications. REPORT OF POSTING AGENDA Associate Planner John Livingstone announced that, pursuant to Government Code 54954.2, the agenda for this meeting was properly posted on May 20, 2004. REPORT OF APPEAL RIGHTS Associate Planner John Livingstone announced that appeals are possible for any decision made on this Agenda by filing an Appeal Application with the City Clerk within fifteen (15) calendar days of the date of the decision, pursuant to Municipal Code 15.90.050(b). CONSENT CALENDAR • There were no Consent Calendar Items. Saratoga Planning Commission Minutes of May 26, 2004 Page 2 *** • PUBLIC HEARING -ITEM NO.1 APPLICATION #4-078 (397-04-003) -CAMPBELL, 14725 Sobey Road: Request Design Review Approval to build anew 650 square foot detached secondary unit with aone-car carport in approximately the same location as the previous unit. The height of the structure will not exceed 15 feet. The gross lot size is 76,040 square feet and zoned R-1-40,000. (JOHN LIVINGSTONE) Associate Planner John Livingstone presented the staff report as follows: • Advised that the applicant is seeking Design Review approval to allow a new 650 square foot detached secondary living unit with aone-car carport in the same location as a previous unit. Additionally, the applicant is seeking approval of a 15-foot height for an accessory structure. • Explained that per the Zoning Code, if a property is developed with structures that exceed 6,000 square feet, approval must be obtained through the Planning Commission. • Added that the secondary living unit itself does not require Planning Commission approval. • Described the building materials as stone siding and grey slate roof tiles and displayed the proposed color board. • Informed that the construction of the main house is in its final stages. • Stated that the original secondary unit was removed and the applicant is applying to construct a replacement unit in the same location as the previous. • Said that the applicant will receive a one time 10 percent increase in allowable square footage by recording a deed restriction that states that in the event this unit is ever rented out, it would be rented out as a BMR (below market rate) unit. • Stated that this proposal meets design guideline policies and that the unit is located 200 feet from Sobey Road with extensive existing mature screening landscaping. Only one bathroom window faces the adjacent property, which results in no privacy impacts on the adjacent neighbor. • Said that this secondary living unit would blend with the main house and hillside and meets the requirements for a secondary living unit. • Recommended approval. Commissioner Hunter asked Associate Planner John Livingstone for feedback about the letter from the Williams that claims that this proposed unit would be located too close to the creek. Associate Planner John Livingstone explained that this property and the creek that runs through it is not included on the list of protected creeks for Santa Clara County. There are no existing restrictions or easements so this location is fine. Chair Garakani opened the Public Hearing for Agenda Item No. 1. Mr. Lyle Mosher, Project Architect: • Stated that he is available for any questions. Commissioner Zutshi asked Mr. Lyle Mosher to respond to the noise complaints raised by Mr. and Mrs. • Mack. Saratoga Planning Commission Minutes of May 26, 2004 Page 3 Mr. Lyle Mosher said that there was a lot of large construction equipment that was on site during the • repairing of the driveway. That equipment is not gone. Commissioner Nagpal asked Mr. Lyle Mosher for his take on the creek issue. Mr. Lyle Mosher: • Explained that he had spoken with both Santa Clara Valley Water District and Fish and Game. This creek is not listed on either organization's surveys. • Added that the issue was raised in the past when the neighbor on the other side of the creek wanted to construct something years ago where a 75 foot setback was required. However, they are on the low side of the creek while this property is on the high side. • Suggested that the issue may be related to insurance and/or flood zone. Commissioner Rodgers asked Mr. Lyle Mosher if any work proposed would result in increased threat of flooding to the north. Mr. Lyle Mosher: • Replied no. • Added that in fact work done on this property may actually reduce threats of flooding. • Explained that they will be installing a French drain system between this unit and the creek as well as a dissipater. As a result, some water may actually by-pass the neighboring property. Mr. Williams, 14622 Chester Avenue, Saratoga: • Said that flooding is an issue that has worsened since more homes were built. • Explained that his yard floods and that a neighbor experiences flooding. • Advised that he was told that the 75-foot open easement to the creek exists when he put in their secondary living unit. • Questioned why he was held to that standard while this owner is being allowed to construct with just a 25-foot setback from the creek. • Pointed out that the area where this second unit would go used to have many trees but that some have been removed. • Said that this guesthouse is located right next to their property and that they are concerned about privacy impacts. Chair Garakani said that it appears Mr. Williams's two concerns are water and trees. He asked Mr. Williams if the plans for the French drain system is sufficient enough to alleviate concerns about flooding. Mr. Williams said that he is not sure. He added that he does not want the water levels to rise. Explained that the previous owners of his home had told him that the creek had never previously gone over its banks. Associate Planner John Livingstone told Mr. Williams that staff would like to see any information he might have about an Open Space Easement requiring a 75-foot setback. • Commissioner Nagpal suggested that it is possible that setback requirement is a part of the Gypsy Hills development and may not apply to this property. Saratoga Planning Commission Minutes of May 26, 2004 Page 4 Associate Planner John Livingstone agreed. Said that he tried to find any existing easement, including • reviewing the title report. Additionally, the applicant's team has done due diligence to ensure that such an easement does not exist. Mr. Williams advised that he obtained the information when he purchased his home but has also been unable to find anyone who takes claim to this creek. It may ultimately spill into SCVWD creeks. Commissioner Hunter asked about a landscape plan and what would be done to shield the guesthouse. Associate Planner John Livingstone replied that there is an existing line of trees. Chair Garakani asked Mr. Williams if additional landscaping would help him accept this project better. Commissioner Uhl asked Mr. Williams what sort of landscaping he would prefer. Mr. Williams replied as much green as possible to screen. Mr. Lyle Mosher: • Said that they have no problem with adding landscaping and that there is mutual benefit in doing so. Suggested medium size trees, such as the Chinese Pistache, and bushes to screen. • Assured that this project would not result in adding water to the creek. • Added that they are not allowed to permit site drainage to go into the creek. Instead it is directed toward Sobey Road to an energy dissipater. • Commissioner Nagpal said that eventually water gets to the creek. Mr. Lyle Mosher said that it has to. However, they collect it and through a pipe system to bring the water down toward Sobey Road. Commissioner Rodgers asked if this system is for the main house too. Mr. Lyle Mosher replied no. He advised that there are three French drains on site. This one by the cottage is solely for that part of the property. Commissioner Hunter asked if the Oak tree would be impacted. Mr. Lyle Mosher replied no, not at all. There will be more breathing room for the Oak. Assured that they do not want to lose this tree. Commissioner Rodgers asked Mr. Lyle Mosher if the French drain system would affect this Oak tree. Mr. Lyle Moser replied no. It is further down. He explained that they want to keep the crawl space beneath the cottage as dry as possible. Chair Garakani closed the Public Hearing for Agenda Item No. 1. • Commissioner Hunter: Saratoga Planning Commission Minutes of May 26, 2004 Page 5 • Said that she is fine with this project since it looks like the house and is appropriate. . • Said that the creek issues are being addressed. • Suggested that the applicants keep in contact with Mr. Williams regarding screening landscaping. • Said that she had no problems with allowing the additional 10 percent in square footage in order to achieve a BMR unit. Commissioner Nagpal: • Said that although the real reason this project is before the Commission at all is because it will result in greater than 6,000 square feet in FAR, all the homes in this area are of a similar size. • Suggested that additional screening between this site and the Williams home be required. Commissioner Uhl asked that staff bring this issue back to the Commission in the event that something is learned about an easement for the creek. Commissioner Nagpal said again that she believes that the 75-foot easement requirement applies to the development across the creek. Motion: Upon motion of Commissioner Hunter, seconded by Commissioner Nagpal, the Planning Commission approved a Design Review request for a new 650 square foot detached secondary living unit with cone-car carport on property located at 14725 Sobey Road, with two additional conditions: • Place additional screening landscaping around the cottage to obscure it from the neighboring property; . • If additional information on the easement issue is located, bring this project back to the Planning Commission for additional review, by the following roll call vote: AYES: Garakani, Hunter, Nagpal, Rodgers, Schallop, Uhl and Zutshi NOES: None ABSENT: None ABSTAIN: None *** PUBLIC HEARING -ITEM N0.2 APPLICATION #03-217 (503-15-065) -HOUSE, 13313 Old Oak Way: Request for Grading over 1,000 cubic yards to restore and re-vegetate the hillside terrain of an old quarry and approval of a 15- foot tall accessory structure to be used as a horse stable. The lot size is approximately 12 acres and zoned Hillside Residential. (JOHN LIVINGSTONE) Associate Planner John Livingstone presented the staff report as follows: • Advised that the applicant is seeking approval to exceed 1,000 cubic yards of grading to restore an old quarry and grant Design Review Approval to allow a 15-foot tall accessory structure. • Explained that the quarry is no longer in use and that substantial damage and rubbish was left . behind. The applicant has begun to remove the debris and requires a grading permit to restore the property. • Added that Commission review and approval of the 15-foot tall accessory structure is also required. Saratoga Planning Commission Minutes of May 26, 2004 Page 6 • Said that the 15-foot height is needed to house horses. • Described the materials for the accessory structure as composition shingle roof and horizontal wood . siding. • Added that an Arborist report was prepared and no protected trees are in jeopardy. • Said that no negative correspondence has been received. • Advised that this restoration will protect the hillside and preserve the visual area of the canyon. • Said that this proposal confirms with policies, Design Review policies and grading policies. The project is consistent with the General Plan and the Hillside Specific Plan. • Added that the applicant is available this evening. Commissioner Nagpal asked if additional soil would be brought on site from elsewhere. Associate Planner John Livingstone said that some soil would be imported. Commissioner Nagpal asked what testing requirements are required for imported soil. Associate Planner John Livingstone replied he was not sure. Commissioner Nagpal asked if a geotechnical report was prepared. Associate Planner John Livingstone replied yes. It was prepared and reviewed. Commissioner Hunter asked if she had heard correctly that the horse stable would be a prefabricated structure. Associate Planner John Livingstone replied no. This would be a custom built wood sided horse stable. Commissioner Rodgers asked if there are any wildlife trails on this property. Associate Planner John Livingstone replied no. He added that fencing allowed on a Hillside property is limited. However, for a corral, fencing is allowed. Nothing would impede any wildlife, including deer, from traversing the area. Chair Garakani opened the Public Hearing for Agenda Item No. 2. Mr. Jeffrey Berg, Project Architect: • Said that he was with the Steinberg Group. • Advised that the geotechnical report was prepared by Terra Search for this project. It was submitted, reviewed and cleared by the City's Public Works staff. • Assured that the only pre-fabricated item is the corral not the stable. • Added that there would be no imported soil to this property. All soil used would be from within the property line. • Stated he would be available for any questions. Commissioner Zuishi asked about trails. . Saratoga Planning Commission Minutes of May 26, 2004 Page 7 Associate Planner John Livingstone said that there is an existing roadway to the stable but that there are no existing horse trails in that area. Mr. Jeffrey Berg said that sometimes that road was delineated as a trail. Commissioner Rodgers asked Mr. Jeffrey Berg if they are speaking with the Trails Commission. Mr. Jeffrey Berg said that they are under negotiations. Commissioner Nagpal asked how many horses are planned for the property. Mr. Jeffrey Berg replied two. Mr. David House, Applicant and Property Owner, 13313 Old Oak Way, Saratoga: • Said he was available for questions. • Said that there is a pending application for roadway abandonment and a trail easement but that this is a separate deal that would be activated soon. Chair Garakani closed the Public Hearing for Agenda Item No. 2. Commissioner Nagpal: • Said that she has no issues. • Expressed appreciation for the applicant's hospitality when the Commissioners visited the site. • • Said that she is glad to learn that there would be no soil imported onto this site. • Stated her support for this application. Motion: Upon motion of Commissioner Nagpal, seconded by Commissioner Zutshi, the Planning Commission approved grading over 1,000 cubic yards to restore and re- vegetate the hillside terrain of an old quarry and approved a 15-foot tall accessory structure to be used as a horse stable on property located at 13313 Old Oak Way, by the following roll call vote: AYES: Garakani, Hunter, Nagpal, Rodgers, Schallop, Uhl and Zutshi NOES: None ABSENT: None ABSTAIN: None *** DIRECTOR'S ITEMS Associate Planner John Livingstone announced that earlier this month the City Council appointed six Saratoga residents to act as a citizen advisory committee for the Land Use Element update. Staff is in the process of setting up the Committee's first meeting. Commissioner Hunter asked who is on this Committee. • Associate Planner John Livin stone asked a list around to the Commission. g P Saratoga Planning Commission Minutes of May 26, 2004 Page 8 COMMISSION ITEMS Chair Garakani extended congratulations to Commissioner Hunter on her birthday, which was commemorated with flowers from City staff. He asked the Commissioners to join him in singing Happy Birthday. Commissioner Uhl advised that he would not be at the next meeting. COMMUNICATIONS Minutes from the City Council meeting held on April 21, 2004. AD TOURNMENT TO NEXT MEETING Upon motion of Commissioner Zutshi, seconded by Commissioner Nagpal, Chair Garakani adjourned the meeting at 7:43 p.m. to the next Regular Planning Commission meeting of June 9, 2004, at 7:00 p.m. MINUTES PREPARED AND SUBMITTED BY: Corinne A. Shinn, Minutes Clerk • • • Item 1 REPORT TO THE PLANNING COMMISSION Application No./Location: 04-019/19170 Monte Vista Drive Type of Application: Design Review Applicant/Owner: Roshan Gudapati and Krishnaveni Meka, owners Staff Planner: Lata Vasudevan, AICP, Associate Planner ~-~ Date: June 9, 2004 APN: 397-09-009 Department Head: '~~ Fon-r. s, '- ~ ~ f 1 ' ~ "~ _. ~~. N ~. ~ PANORp~MA DR ~. ~ '~ 'r----------, ,, VIA~COYINADR C r' / ,< ~ -, I' _ f ~ ~I -,.. / ; f i ~ ~_~ ~~ ~ ~, ..,• f 1 rte.-, ~ ; ~ ,., -~i i rf ~' I 1 EL GAMIN RftN6E'- ,.. BL11€ C <~ -_ . __ ~, ` VIA OL 'OS RD` INA I r- ~i A i ~ .~ .. `i I 1. j~ 1`\\ • \ ~.\ ~~ .~ to CiA-LOS GATOS RD.. ! -'~ ~ 1gf70 Monte Vista Drive .,.~ \ - \ d lots w ithin 500 f eet 4_...- ~~ ~~ /~ I' .. i \..__._ _ ._ ~ SARATbGA-LOS GATOS RD, SUNNYSIDE DR ~ 19170 Monte Vista Drive 000001 CASE HISTORY: • Application filed: 01/29/04 Application complete: 05/19/04 Notice published: 05/26/04 Mailing completed: 05/19/04 Posting completed: 05/20/04 ZONING: R-1-40,000 (Single-Family Residential) GENERAL PLAN DESIGNATION: RVLD (Residential -Very Low Density) MEASURE G: Not applicable PARCEL SIZE: 53,483 sq. ft. (gross) and 49,840 sc{. ft. (net) AVERAGE SITE SLOPE: 3.6% GRADING REQUIRED: Minimal grading proposed; l foot of cut and fill proposed with total fill being less than 50 cubic yards. The City Code does not count basements as grading. Therefore, the basement excavation is not factored into the proposed cut and fill amounts indicated above. ENVIRONMENTAL DETERMINATION: The proposed project consisting of construction of a new single-family residence is Categorically Exempt from the Environmental Quality Act (CEQA) pursuant Section 15303, "New Construction or Conversion of Small Structures", Class 3 (a) of the Public Resources Code (CEQA). This exemption allows for the construction or conversion of up to three single-family residences. • 000002 Application No. 04-019; 19170 Monte Vista Drive PROJECT DATA: Proposed Code Requirements Lot Coverage: Maximum Allowable: 34 % 35 Building: 6,156 sq. ft. Porches ~ Lightwells: 1,463 sq. ft. Driveway and other: 9,370 sq. ft. TOTAL: (Impervious Coverage) 16,989 sq. ft. 17,444 sq. ft. Slope: 3.6% Floor Area: Maximum Allowable: (Existing Home - to be (1,470 sq. ft.) demolished) i lsc Floor: 5,295 sq. ft. Garage: 861 sq. ft. (Basement) (2,434 sq. ft.) TOTAL: 6,156 sq. ft. 6,200 sci. ft. Setbacks: Minimum Requirement: Front: (from courtyard entry) 64 ft. -0 in. 30 ft. - 0 in. Rear: 136 ft. - 6 in. 50 ft. - 0 in. Side: (westJright) 26 ft. - 0 in. 20 ft. - 0 in. Side: (east/left) 25 ft. - 0 in. 20 ft. - 0 in. Height: Maximum Allowable: Residence: 26 ft. - 0 in. 26 ft. - 0 in. • OOOOQ3 PROJECT DISCUSSION: • The applicants request Design Review approval to demolish the existing structures on the site and construct a 6,156 square foot one-story home with a 2,434 square feet basement. The style of the home is Spanish Eclectic and reminiscent of homes in Santa Barbara. Key elements of this architectural style that are proposed for this home include two-piece clay file roofing, stucco exterior in beige, wood frame windows and doors, rustic brick columns, stained wood rafter tails, and wood frame windows and doors. Decorative simulated file gable vents are proposed as accents along with a fixed wood shutter awning over one of the front bedroom windows. A round tower element, also common in Spanish Eclectic architecture, breaks the horizontal elements of the facade. The maximum height of the home will be 26 feet at the tip of the round tower element. In following the definition of height stated in Municipal Code Section [MCS] 15-06.340, the average natural grade taken from the highest and lowest elevation at the proposed building's edge is 544.25 feet and the elevation at the peak of the tower is 570.25 feet. Please note that the elevation drawings and section drawings show an incorrect 26 feet height limit line taken from the average natural grade of the entire lot. This dashed elevation line is to be disregarded and it is the elevation points mentioned above and on the elevation and section drawings that are the precise indicators of the maximum height of the structure, which is 26 feet. As seen on the elevations, the proposed home has rooflines of varying heights and only a small portion of the elevation extends to the 26 feet height limit. The front courtyard with an approximately 14 feet high entry gate element adds further multi-dimensional visual interest to the front facade. • Pursuant to MCS 15-45.030, any space with an interior height of 15 feet or greater is counted as twice the floor area. The applicant has added a glass ceiling to the round tower element indicated on cross section D of Sheet 6 to avoid the `double-counting' of the interior gallery space. Staff has added a condition of approval ensuring that the glass ceiling be situated less than 15 feet above the finished floor. The house is properly situated at approximately the center of the site, with its three-car garage cleverly situated at the side facade. Overall, Staff finds that its pleasing architectural style would blend with the character of Monte Vista Drive. Neighbor Review The applicant has shown the proposed plans to neighbors as indicated in the attached letter. No negative comments have been received at the time of the writing of this Staff Report. However, the neighbor across the street at 19135 Monte Vista Drive has verbally indicated to Staff on several occasions that he and his neighbor at 19175 Monte Vista Drive have concerns about the placement of tall replacement trees that may in the future block their view of the mountains south of the subject property. The neighbor has indicated to Staff that he would indicate this concern in writing, but Staff has not received a letter as of the writing of this report. Nevertheless, at Staff's request, the applicant has spoken with both neighbors and is willing to plant trees at the front portion of the property that would not exceed 24 feet in . height at full growth. This is indicated on the conceptual Landscape Plan on Sheet 7, and has 000004 Application No. 04-019; 19170 Monte Vista Drive • been incorporated as a condition of approval in the attached Resolution. A submittal of a final Landscape Plan is required, and Staff has added a condition of approval stating that the tree species and sizes are subject to Staff approval. Staff has also added a condition that new trees shall not be planted within the right-of-way. Trees There are 22 protected trees on the site. The attached Arborist Report recommends -under recommendations #1 and #2 - a revision of the proposed house to primarily save tree #4 and maintain a sufficient building distance from trees #8 and #9.On May 12, 2004, Staff sought guidance from the Planning Commission on this issuer after the applicants discussed with Staff the condition of tree#4 and their wish to pursue their original design. The Planning Commission was presented with a Site Plan and the Arborist Report and conducted a site visit on May 11, 2004. At the May 12`h meeting, the Planning Commission arrived at a consensus that the applicants could maintain the original site plan of the proposed home as shown in Exhibit A, thereby agreeing that tree #4 could be removed, with a pier and above- grade beam foundation within the root zones of trees #8, #9 and #13, and the preservation of trees #1S and #16. The applicants have included in Exhibit A, a Tree Preservation Plan. In addition to tree #4, the applicants propose to remove trees #S, #6, #10, #11, #14, and #17 - #19. The Arborist Report has recommended the removal of these trees in light of their condition and conflict with the proposed plans. In the attached draft resolution, Staff has added a condition • requiring pier and on-grade beam foundation within the root zones of trees #8, #9 and #13, tree protection fencing as shown on the Tree Preservation Plan, compliance with all tree preservation recommendations in the City Arborist Report except recommendations #1 and #2, and the submittal of a tree bond in the amount of 100% of the value of all retained trees. Geotechnical Clearance • Since the applicant is proposing a basement, Staff required the applicant to submit reports for review by the City Consulting Geotechnical Engineer. Geotechnical Clearance was granted with conditions, which have been incorporated in the attached Resolution. Design Review Findings The proposed project is consistent with all the following Design Review findings stated in MCS 1S-4S.080: (a) Avoid unreasonable interference with views and privacy. The site is located in a relatively flat area of Saratoga in a neighborhood of many single-story ranch style homes. Although the maximum height of the proposed single-story home is 26 feet, the windows are situated at the lower portions of the facade. The side elevations have minimal window openings, and the home is situated a sufficient distance from the rear property line which has tall mature trees. The applicant will address the concerns raised by neighbors across the street. ~ This issue was presented to the Planning Commission on May 12, 2004 as anon-Public Hearing item. ~a~ ~ Application No. 04-019; 19170 Monte Vista Drive (b) Preserve Natural Landscape Since the site is flat, minimal grading is proposed other than • excavation for a basement. The proposed home will be in keeping with the general appearance of the neighborhood. The site has 22 protected trees. Since the existing home and the proposed home differ greatly is size, the proposal does involve the removal of 9 trees. However, given the condition of these trees in relation to the other retained trees, their removal has been determined appropriate. (c) Preserve Native and Heritage Trees. There are no heritage trees on the property. Of the nine trees proposed for removal, 3 are native species. Again, given their condition in relation to the other trees on the site, their removal has been determined to be appropriate. (d) Minimize perception ofexcessive bulk. The residence is situated far back from the street and will be surrounded by tall existing trees. The use of stucco with rustic brick and clay the roofing in earth tone colors will blend with the natural environs. (e) Compatible bulk and height. Although the home at its maximum height is 26 feet, the varying rooflines would greatly minimise any impacts of the maximum height of the home, which would be only at the round tower element. The use of different earth tone materials, accents on the facade, and garage doors facing the side property line also adequately minimise the scale of the proposed 6,156 square foot home, resulting in an attractive facade that would complement the neighborhood. (f) Current grading and erosion control methods. The proposal would conform to the City's current grading and erosion control standards. (g) Design policies and techniques. The proposed project conforms to all of the applicable design policies and techniques in the Residential Design Handbook in terms of compatible bulk, and avoiding unreasonable interference with privacy and views. The home is also designed for energy efficiency by including covered porches and a hydronic heating system. Conclusion Staff finds that all of the Design Review findings can be made in the affirmative. STAFF RECOMMENDATION: Staff recommends that the Planning Commission conditionally approve Design Review Application 04-019 by adopting the attached Resolution. ATTACHMENTS: 1. Resolution 2. City Arborist Report, dated February 17, 2004. 3. Letter signed by neighbors indicating they have reviewed a copy of the proposed plans. 4. Affidavit of Mailing Notices, Public Hearing Notice and List of property owners who were sent notices regarding the public hearing for this application. • 5. Reduced plans, Exhibit "A", date stamped May 19, 2004 ~~~~ • Attachment 1 0~~~~ APPROVAL OF RESOLUTION NO. _ • Application No. 04-019 CITY OF SARATOGA PLANNING COMMISSION STATE OF CALIFORNIA Gudapati and Meka;19170 Monte Vista Drive WHEREAS, the Ciry of Saratoga Planning Commission has received an application for Design Review to demolish the existing home and construct a 6,156 square foot one-story home with a basement at a maximum height of 26 feet; and WHEREAS, the Planning Commission held a duly noticed Public Hearing at which time all interested parties were given a full opportunity to be heard and to present evidence; and WHEREAS, the project, which proposes to construct a new single-family home, is categorically exempt from the California Environmental Quality Act (CEQA) pursuant to section 15303 of the Guidelines for the Implementation of CEQA. This Class 3 exemption applies to construction of a single family home in an urbanized area; and WHEREAS, the applicant has met the burden of proof required to support said application for design review approval, and the following findings specified in Municipal Code Section 15-45.080 have been made in the affirmative: (a) Avoid unreasonable interference with views and privacy. The site is located in a relatively flat area of Saratoga in a neighborhood of many single-story ranch style homes. Although the maximum height of the proposed single-story home is 26 feet, the windows are situated at the lower portions of the facade. The side elevations have minimal window openings, and the home is situated a sufficient distance from the rear property line which has tall mature trees. The applicant will address the concerns raised by neighbors across the street (b) Preserve Natural Landscape. Since the site is flat, minimal grading is proposed other than excavation for a basement. The proposed home will be in keeping with the general appearance of the neighborhood. The site has 22 protected trees. Since the existing home and the proposed home differ greatly is size, the proposal does involve the removal of 9 trees. However, given the condition of these trees in relation to the other retained trees, their removal has been determined appropriate. (c) Preserve Native and Heritage Trees. There are no heritage trees on the property. Of the nine trees proposed for removal, 3 are native species. Again, given their condition in relation to the other trees on the site, their removal has been determined to be appropriate. (d) Minimize perception of excessive bulk. The residence is situated far back from the street and will be surrounded by tall existing trees. The use of stucco with rustic brick and clay the roofing in earth tone colors will blend with the natural environs. • ~~U~B (e) Compatible bulk and height. Although the home at its maximum height is 26 feet, the varying rooflines would greatly minim;~e any impacts of the maximum height of the home, which would be only at the round tower element. The use of different earth tone materials, accents on the facade, and garage doors facing the side property line also adequately n,inimi~e the scale of the proposed 6,156 square foot home, resulting in an attractive facade that would complement the neighborhood. (f) Current grading and erosion control methods. The proposal would conform to the City's current grading and erosion control standards. (g) Design policies and techniques. The proposed project conforms to all of the applicable design policies and techniques in the Residential Design Handbook in terms of compatible bulk, and avoiding unreasonable interference with privacy and views. The home is also designed for energy efficiency by including covered porches and a hydronic heating system. NOW, THEREFORE, the Planning Commission of the City of Saratoga does hereby resolve as follows: Section 1. After careful consideration of the site plan, architectural drawings, plans and other exhibits submitted in connection with this matter, Application No. 04-019 for Design Review approval is hereby granted subject to the following conditions: COMMUNITY DEVELOPMENT . 1. The development shall be located and constructed as shown on Exhibit "A" (incorporated by reference, date stamped May 19, 2004) and in compliance with the conditions stated in this Resolution. Any proposed changes, -including but not limited to facade design and materials - to the approved plans shall be submitted in writing with a clouded set of plans highlighting the changes. Proposed changes to the approved plans are subject to the approval of the Community Development Director. 2. Four sets of complete construction plans incorporating this Resolution and the Arborist Report dated February 17, 2004 as a separate plan page shall be submitted to the Building Division. 3. The glass ceiling inside the round tower element (in gallery) shall be situated less than 15 feet above the finished floor. 4. The proposed home shall be constructed using a pier and above-grade beam foundation within the root zones of trees #8, #9, and #13. S. The site plan shall be stamped and signed by a Licensed Land Surveyor. 6. The site plan shall contain a note with the following language: "Prior to foundation inspection by the City, the LLS of record shall provide a written certification that all building setbacks are per the approved plans." • ~a~0~ 7. A grading and drainage plan combined with a storm water retention plan indicating • how all storm water will be retained on-site, and incorporating the New Development and Construction -Best Management Practices, shall be submitted along with the complete construction drawings. An explanatory note shall be provided if all storm water cannot be maintained on site. 8. The construction set shall include a final landscape, irrigation and utility plan. The final landscape plans shall show the required replacement trees. The utility plan shall show locations of air conditioning units. Any proposed undergrounding of utilities shall take into account potential damage to roots of protected trees. 9. The final landscape plan shall specify new trees at the front portion of the lot that would not exceed 24 feet in height at maturity. The species and sizes of the trees is subject to Staff approval, and shall not be proposed within the public right-of-way. 10. Applicant shall obtain an Encroachment Permit from the City Public Works Department for any work in the public right-of-way. Subject to Public Works approval, low walls/columns are typically allowed within the right-of-way portion of the lot if they are situated at least 5 feet from the edge of the street pavement. CITY ARBORIST 11. All recommendations contained in the City Arborist Report dated February 17, 2004 shall be followed, with the exception of Recommendations #1 and #2. 12. A duplicate set of grading and drainage, final landscape and imgation and utility plan shall be submitted to the Planning Division for City Arborist review and approval prior to issuance of City Permits. This duplicate set should be submitted concurrent to submitting the full construction drawings to the Building Division to avoid possible delay in obtaining City Permits. 13. Tree protective fencing and other protective measures, as specified by the City Arborist in review of the final plans, shall be installed and inspected by Planning Staff prior to issuance of City Permits. 14. The submitted landscape and irrigation plan shall be consistent with the preservation recommendations stated in the City Arborist Report (with the exception of Recommendations #1 and #2). 15. Prior to issuance of City Permits, the applicant shall submit to the City, in a form acceptable to the Community Development Director, security equivalent to 100% of the value of all retained trees to guarantee their maintenance and preservation. 16. Prior to Final Building Inspection approval, the City Arborist shall inspect the site to verify compliance with tree protective measures. The bond shall be released after the planting of required replacement trees, a favorable site inspection by the City Arborist, . and payment of any outstanding Arborist fees. oooolo GEOTECHNICAL CLEARANCE 17. The Project Geotechnical Consultant shall review and approve all geotechnical aspects of the final development plans (i.e., site preparation and grading, site drainage improvements and design parameters for the building foundation and driveway) to ensure that the plans, specifications and details accurately reIlect the consultants' recommendations. The results of the plan review shall be summarized by the Project Geotechnical Consultant in a letter(s) and submitted to the Ciry Engineer for review and approval prior to issuance of permits. 18. The Project Geotechnical Consultant shall inspect, test (as needed), and approve all geotechnical aspects of the project construction. The inspections shall include, but not necessarily be limited to: site preparation and grading, site surface and subsurface drainage improvements, and excavations for fill keyways, and foundation construction prior to placement of fill, steel and concrete. The results of these inspections and the as-built conditions of the project shall be described by the geotechnical consultant in a letter(s) and submitted to the City Engineer for review and approval prior to final project approval. 19. The owner (applicant) shall pay any outstanding fees associated with the City Geotechnical Consultant's review of the project prior to project Zone Clearance. FIRE DISTRICT 19. Applicant shall comply with all Santa Clara County Fire Dept. conditions. CITY ATTORNEY 20. Applicant agrees to hold City harmless from all costs and expenses, including attorney's fees, incurred by the City or held to be the liability of City in connection with City's defense of its actions in any proceeding brought in any State Federal Court, challenging the City's action with respect to the applicant's project. Section 2. A Building Permit must be issued and construction commenced within 36 months from the date of adoption of this Resolution or approval will expire. Section 3. All applicable requirements of the State, County, City and other Governmental entities must be met. Section 4. Unless appealed pursuant to the requirements of Article 15-90 of the Saratoga Ciry Code, this Resolution shall become effective fifteen (15) days from the date of adoption. 000011 PASSED AND ADOPTED by the City of Saratoga Planning Commission, State of California, the 9th day of June 2004 by the following roll call vote: AYES: NOES: ABSENT: ABSTAIN: Chair, Planning Commission ATTEST: Secretary, Planning Commission This permit is hereby accepted upon the express terms and conditions hereof, and shall have no force or effect unless and until agreed to, in writing, by the Applicant, and Property Owner or Authorized Agent. The undersigned hereby acknowledges the approved terms and conditions and agrees to fully conform to and comply with said terms and conditions within the recommended time frames approved by the City Planning Commission. Property Owner or Authorized Agent Date 000012 • Attachment 2 • 000013 -~ ARBOR RESOURCES Professional Arboricultural Consulting & Tree Care • A TREE INVENTORY AND REVIEW OF THE PROPOSED NEW RESIDENCE AT 19170 MONTE VISTA DRIVE SARATOGA, CALIFORNIA OWNER'S NAME: GUDAPATI ~ MEKA APPLICATION #: 04-019 APN #: 397-09-009 Submitted to: Community Development Department City of Saratoga 13777 Fruitvale Avenue Sazatoga, CA 95070 Prepared by: David L. Babby, RCA Registered Consulting Arborist #399 Certif ed Arborist #WE-4001A ~ G~ (~ ~ ~ . ~~ FEe 1 5 ?oo ~. C/Ty~FSA~T 4 • ~..- /~A .r, W February 17, 2004 • P.O. Box 25295, San Mateo, California 94402 Email: arborresources@earthlink.net Phone: 650.654.3351 • Fax: 650.654.3352 • Licensed Contractor #796763 OOU01~ David L. Babby, Registered Consulting Arborist February 17, 2004 • SUMMARY The proposed project exposes 22 trees regulated by City Ordinance to potential damage. Trees #4-6, 14 and 17-19 are in conflict with the proposed design and will require removal. I find the removal of all trees but #4 suitable for construction of the new home. Rather than remove tree #4, I recommend the option of removing trees # 15 and 16 be allowed. In the event this occurs, the home must remain at least 20 feet from tree #4's trunk and 15 feet from tree # 13's trunk. Trees # 10 and 11 are Eucalyptus in poor condition and their removal is also proposed. recommend this be allowed. Replacements equivalent to the value of trees being removed are recommended. The tree protection bond is required to equal 100% of the trees' appraised value. INTRODUCTION The City of Saratoga Community Development Department has requested I review the • potential tree impacts associated with the proposal to demolish an existing single-family residence and build a new one with a basement at 19170 Monte Vista Drive. This report presents my findings; provides measures for protecting trees planned for retention and mitigation for trees being removed; identifies each tree's condition, species, size and suitability for preservation; and presents tree appraisal values. Data compiled for each inventoried tree is presented on the table attached to this report. Plans reviewed for this report include Sheets 1 (dated 6/24/03) by Dunbar and Craig, Sheets 2 thru 6 (dated January 2004) by Oakley and Associates, and Sheet 7 (dated 1/3/04) by Koch & Associates. A copy of the Site Plan (Sheet 1) is attached and shows each tree's location, number and canopy perimeter. ~ Tree #14 was not shown on plans reviewed. Its location has been plotted by me on the attached map and should not be construed as being surveyed. For identification purposes, metallic tags having engraved numbers corresponding to the numbers shown on the attached map and table were attached to each tree's trunk. • 'Please note the canopy perimeters shown on the Site Plan and Landscape Plan are not shown in their entirety. All references to canopy size within this report refer to the `Canopy Spreads' shown on the attached Tree Inventory Table. Gudapati & Meka Property, 19170 Monte Vista Drive, Saratoga Page 1 of S City of Saratoga Community Development Department ~00~1~ David L. Bobby, Registered Consulting Arborist February 17, 2004 FINDINGS . Twenty-two trees regulated by City Ordinance are exposed to being impacted by the proposed home and driveway design. They include one Apple (#18), one Arizona Cypress (#14), three Blue Gum Eucalyptus (#5, 10, 11), four Coast Live Oaks (#4, 6, 12, 13), three Coast Redwoods (#16, 19, 21), six Deodaz Cedars (#1-3, 7-9), one Incense Cedaz (#20), one Modesto Ash (# 17), one Norway Spruce (#21) and one Horsechestnut (# 15). The proposed design requires the removal of trees #4-6, 14 and 17-19. With the exception of tree #4, all are assigned a low or moderate suitability for preservation and their removal is appropriate. Tree #4 is an 18-inch diameter Coast Live Oak in overall good condition and assigned a high suitability for preservation. As such, its retention is recommended and the proposed home design should be constructed no closer than 20 feet from its trunk. As an alternative for retaining tree #4, I recommend tree # 15 and 16 be allowed for removal to construct the home in their location. These two trees aze assigned a moderate suitability and their removal would not be a significant impact. Trees #10 and 11, Blue Gum Eucalyptus, aze proposed for removal. These two trees have been previously topped and subsequently have poor structural integrity. I encourage their removal. • The proposed home design will severely impact the health of trees #8 and 9 (even with the use of a pier and beam foundation). By protecting tree #4, the impacts will become only minor. If tree #4 were removed, the home must be designed no closer than 20 feet from the trees' trunks. The landscape design must be revised to show the driveway no closer than eight feet from tree #20's trunk and the lawn no closer than eight from tree #1's trunk. There are a significant number of additional trees along the southern and eastern property boundaries that could potentially be impacted. I do not anticipate they will be impacted provided protection fencing is established no closer than their outermost canopy edge. RECOMMENDATIONS 1. I recommend the plans be revised so tree #4 remains. In doing so, I recommend the home is established no closer than 20 feet from its trunk (south and east sides). Should trees #15 and 16 be removed, I recommend a setback of at least 15 feet from tree #13's trunk. 2. To achieve a reasonable assurance of survival for trees #8 and 9, I recommend the plans are revised to show the home setback from their trunks by at least 20 feet. Gudapati & Meka Property, 19170 Monte Vista Drive, Saratoga Page 2 of S City of Saratoga Community Development Department '00016 David L. Babby, Registered Consulting Arborist February 17, 2004 . 3. Where beneath a tree's canopy, the building shall not exceed more than 12 to 14 feet in height. 4. The driveway should be redesigned to be closer than eight feet from tree #20's trunk. In addition, the lawn must be placed no closer than eight from tree # 1's trunk. 5. Digging for the foundation beneath tree canopies must be performed manually. Any roots having diameters of two inches and greater that become exposed and require removal shall be cleanly severed near the cut soil line. The freshly cut root end shall be immediately covered with a plastic bag secured by tape or a rubber band. 6. Tree protection fencing will be required and shall be installed prior to any demolition, surface scraping, grading or heavy equipment arriving on site. It shall be comprised of five- to six-foot high chain link mounted on two-inch diameter steel posts, driven 18 inches into the ground and spaced no more than 12 feet apart. Once established, the fencing must remain undisturbed and maintained throughout the construction process until final inspection. Tree protection fencing will be delineated upon future review of the revised plans and may require being established in at least two separate phases. 7. Unless otherwise approved, all construction activities must be conducted outside the fenced areas (even after fencing is removed). These activities include, but are not limited to, the following: grading (soil fill and excavation), surface scraping, trenching, • storage and dumping of materials, and equipment/vehicle operation and pazking. 8. The Topography Map for this site must be reviewed to identify the location of the existing hazdscape features. This is necessary to fully determine the impacts to trees and to effectively identify the location of protection fencing. 9. The existing pavement and foundation beneath the canopies of retained trees shall be removed by first being broken into small pieces using a jackhammer. The pieces should then be manually placed onto a loader than must remain on hazdscape at all time and off unpaved soil or roots. Where hazdscape is removed beneath a tree's canopy, the exposed area shall be immediately (within one hour) covered with afour-inch layer of %s" to '/," size wood chips that must remain moist until the overlaying materials are laid. All wood chips must be laid and removed manually. 10. The proposed driveway and curb beneath tree canopies shall be established on top of existing grade and be pervious. Soil excavation or root cutting shall not occur. Additionally, compaction of the existing soil surface shall not be compacted, however, the subgrade materials can be but not by more than 70- to 80-percent. 11. All underground pipes and irrigation lines planned for removal beneath the trees' canopies should remain buried and cut off at existing soil grade. • 12. At the start of grading (during the months of March thru September), supplemental water shall be supplied to all inventoried trees. The water should be applied through Gudapati & Meka Property, 19170 Monte Yista Drive, Saratoga Page 3 of S City ojSaratoga Community Development Department ~~0001~' David L. Babby, Registered Consulting Arborist February 17, 2004 soaker hoses placed beneath mid- to outer-canopies at a rate of 10 gallons per inch of • trunk diameter every two weeks. 13. The disposal of harmful products (such as chemicals, oil and gasoline) is prohibited beneath canopies or anywhere on site that allows drainage beneath canopies. Herbicides/pesticides used beneath canopies must be labeled for safe use neaz trees. 14. Any existing plant material planned for removal beneath tree canopies must be either cut to grade or manually pulled from the ground. 15. Lawn or other frequently irrigated plant material shall not be installed beneath the Oak canopies. For all other trees, lawn shall not comprise more than 20-percent of the area beneath a tree's canopy. Irrigation must be directed away and not spray within five feet from a tree's trunk. 16. Stones, mulch or other landscape features should be at least one-foot from trunks. 17. Where beneath tree canopies, the lawn border shall be established on top of existing grade (i.e. no soil excavation) and bender boazd must not be used. 18. Irrigation trenches planned parallel to a trunk shall be no closer than 15 times the diameter of the closest trunk. Irrigation trenches installed radial to a trunk can be placed no closer than 5 times the diameter of the closest trunk and at least 10 feet apart at the canopy's perimeter. Where these guidelines are not applicable (such as neaz the southeast portion of the property), the irrigation device must be placed on top of existing grade. 19. The irrigation plans should be reviewed for tree impacts prior to implementing. 20. The pruning of trees must be performed under supervision of an International Society of Arboriculture (ISA) Certified Arborist and according to standazds established by the ISA. Information regazding Certified Arborists in the area can be obtained by referring to the following website: http://www.isa-arbor.com/arborists/arbsearch.html. TREE REPLACEMENTS The combined value of trees being removed shall be replaced with new trees having an equivalent value. The replacement tree values and sizes are presented on the `Replacement Tree Values' chart shown on the pages of the attached table. Acceptable replacement species include Coast Live Oak (Quercus agrifolia), Valley Oak (Quercus lobata), Black Oak (Quercus kelloggii), Blue Oak (Quercus douglasii), Scrub Oak (Quercus dumosa), Big Leaf maple (Acer macrophyllum), California Buckeye (Aesculus californica), Douglas Fir (Pseudotsuga menziesii) and Coast Redwood (Sequoia sempervirens). I recommend the species and size of tree is shown on the Landscape Plan. Gudapati & Meka Property, 19170 Monte Vista Drive, Saratoga Page 4 of S City of Saratoga Community Development Department ~~~~,8 David L. Babby, Registered Consulting Arborist February 17, 2004 In the event that the necessary amount and size of replacement trees cannot be reasonably installed on site, the outstanding value amount shall be provided to the City for deposit into the `Tree Fund' (see the City Tree Ordinance, Section 15-50.1 SO). TREE PROTECTION BOND In accordance with the City Ordinance, a bond equivalent to 100% of the value of retained trees is required to promote their protection. This amount can be provided upon review of future plans. The appraised tree values shown on the attached accordance with the Guide for Plant Appraisal, 9~h Society of Arboriculture, 2000. Attachments: Tree Inventory Table Copy of Sheet 1 (Site Plan) • • Tree Inventory Table are calculated in Edition, published by the International Gudapati & Meka Property, 19170 Monte Vista Drive, Saratoga City of Saratoga Community Development Department Page S of S 000019 - - ARBOR RESOURCES - Professional Arboricultura! Consulting & Tree Care - TREE INVENTORY TABLE ~ ~ ~ .. , ~ ~ 3 ib .. o 3 ~b .. ~~ ~ ° ' c ~ .. ~.5 ~ F+ . ~ ~ ~o ~ ~g ~ o ~ a ~ ,° a ~a ~ ~a c ~ ° > ~ TREE ~~ ~ ~ ~ ~~ ~~ ~ ~ ax ' ~ ~ U c NO. TREE NAME V v ~ .-. ~ G7 .." ~ LR/~Jal ~.W~1 1 Cedrus deodara 23 - 60 65 100% 100% Good Hi 3 - S7,800 Deodar Cedar 2 Cedrus deodara 19.5 - 60 65 100% 100% Good Hi 3 - $5,700 Deodar Cedar 3 Cedrus deodara 20.5 - 60 50 100% 100% Good Hi 3 - $6,300 Coast Live Oak 4 encus a 'olio 18 - 35 60 75% 100% Good High - X $6,500 Blue Gum Eucalyptus 12, 11, S Euca tus lobulua 8, 8 - 40 25 75% 0% Poor Low - X $120 Coast Live Oak (Quencus ogrijolia) 12 - 35 25 100% 50% Good Moderate - X $2, Deodar Cedar 7 (Cedrus deodara 12 - 55 30 100% 100% Good Hi 3 - $2,160 Deodar Cedar S (Cedrus deodara 20 - 55 40 100% 100% Good Hi 1 - 55,100 Deodar Cedar 9 Cedrus deodara 26.5 - 55 50 100% 100% Good High 1 - $8,600 Blue Gum Eucalyptus 10 Eucal tus lo6ulus) 23 - 40 30 75% 25% Fair Low - X 5230 Blue Gum Eucalyptus 11 (Fuca tus lobules) 34 - 45 35 100% 25% Fair Low - X S560 Coast Live Oak 12 ( ercus a 'olio) 19 - 30 50 75% 700% Good High 3 - $7,200 Coast Live Oak 13 encus a ' olia) 10, 8 - 35 35 100% 75% Good Hi 2 - $3,540 Arizona Cypress 14 (Cu ressus arizonica) 12, 11 - 35 30 100% 75% Good Moderate - X X $2,720 REPLACEMENT TREE VALUES 15- lion = 5150 24-inch box =5420 36-inch box = 51,320 48-inch box = 55,000 52-inch box = 57,000 72-inch box = SIS,000 Job: 7917/ Mowte Vitoo D~ivt, Sarotoaa HePod jor. CTury oJso-toae Cow~uMiey Devdopwiart DePadr~ent Prrpard by: D~-rl4 Babby, RG • Febrr~y(7, 1@PI ~O` O~Q .I . - ARBOR RESOURCES ,• - ~ Professional Arboricultural Consulting & Tree Care TREE INVENTORY TABLE .. ~ @~„ 5 " ~ 3 ~ O 3 ~~ ~ ~ ~ ~~ ~o ~ ~ ~ ~ .~ e1 ~ ~ F ~^, ~ ~ ~ f~'" My ~ '~ M~ ~ ~ Fr " i'y ~ 1-a N ~ 'O ~ ~ w ~ A ~ ~ o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ & ~ a TREE ' ~ ~ ~ ~°' ~ ~° ° ~ g ~ ~ ~ a ~ NO. TREE NAME !: Common Horsechestnut 12, 7, 6, 1S Aesculus hi tam~m 5, 5 4, 4, 3 20 35 100% 50% Good Moderate 1 - 55,900 Coast Redwood 17,16, 16 Se oia sem rvire»s 8.5 - 35 30 l00% 50% (Mood Moderate 2 - 57,100 Modesto Ash 17 Fi~xi»us v. 7vlodesto' 24 - 40 40 75% 25% Fair Low - X $90 Apple 18 Malus lvestris 20 - 20 35 75% 25% Fair Low - X $3,040 Coast Redwood 14, 11, 8, 7, 7, 19 Se oia sem rvirens 10, 9 6 55 25 100% 25% Good Moderate - X $4,850 Incense Cedar Calocedrus decurne»s 15.5 - SO 25 100% 100% C,ood High 2 - $3,750 Coast Redwood 21 Se oia seer rvirens 6, 5, 4 - 20 25 100% 50% Good Moderate 3 - $1,080 Norway Spruce 22 (Picea abies 8.5, 6.5 - 30 20 100% 75% Good Moderate 3 - $3,110 n REPLACEMENT TREE VALUES -gallon = 5150 24-inch box =5420 36-inch box = 51,320 48-inch box = 55,000 52-inch box = 57,000 72-inch box = $15,00 Job: !9178 Afewte {auto Dive, S®roaa Pigooijor: C>iey ojSmaloaa Cory Developniait Deparanewt Plgont~ br: D~rid L Bobiy, RG Febrwmy 77, 2841 00002 3 > .. ~rcb c •~~~ - W a pH- / - ~~.~ ~ ~-` I ~` 7 - ~ ~ --. _ - .548 ~ / ~ - a ,~ ~` N °° nyj .. ~ ~ ~/ ~ m ` ~~ II _/ ~ < ~ ° 3 W -~ ~ •. •.. W _- ~ % ~ w / j -- ~ m ' ~ ~ ~ I I yin 7-'1 ~ ~ ~ ~ ~ 1 ~ x ~ ~ .- /p ~ ~ ~ - ka, h ~ / I ~~ ,^~ 6\ ., ~ ~~C /~ I p o I ~ I ~ --~ I ... ~ ai ~ N I H _~ ~~ / ~ / I.L~ a ~ ~~ I ~ v I J ~ ~C\ / ~ • N ~ ~ ~ / I~ y O L .'~' i ~ !~~ N r1 -J y R ~ m ~ W ~ ~ R 2 c _ ~ ~ I ~LZ y a H~ - i i o~ ~ ~~~ it ~~ v v .~ I ~ ooh ~ ~ / a Q ~ ~ ~ I n z ~ I ~ f ~ I :J ~ ~ I I I yl ` ~ ~ ~ ~ ` 1 11 N ~ ~ ~ I N I I '~- ~ ~ -__ / I I ~ '~ I ~ ~ ~ ` ~' ~, i - .~ O m o ~ NI m.~ ;:~, 1```Y~y may, :~': ~~. ~ '- I ~ 00()022 .m_.a.._ ~ h. .:.~ yam, ; Kt ,. • Attachment 3 ~oo~~~ January 17, 20U~ • pity of Saratoga Community Development Department DESIGN REVIEW APPLICATION For Gudapati Residence 19170 Mo~lte Vista Drive Saratoga, CA To whom it ma>~ concern: This letter is to confirm that the following adjacent property ow~r1~ have reviewed the plans for the proposed project. ' • ~ Q ZGJ- l ` ~ i jr,,~ ;~ ~~.~ ~. r_ . ~ . Lam, ~ ~-~L~.(,'Q !~~ sl2cG4 / `%/ ~ ~ J%% ~ ~'%F~~:. ~'--:.' ~.._ C~~-1~ l ~~~~-t ~~b. I~r t~ • ~OOU~24 • Attachment 4 • ~J~025 AFFIDAVIT OF MAILING NOTICES . STATE OF CALIFORNIA ) SS. COUNTY OF SANTA CLARA ) I, ~GL(~ ~Q,~ Gt~C.I/~y ,being duly sworn, deposes and says: that I am a citizen of the United States, over the age of 18 years; that acting for the City of Saratoga Planning Commission on theme day of 2004, that I deposited in the maiUcopy room at 13777 Fruitvale Avenue, a NOTICE OF HEARING, a copy of which is attached hereto, with postage thereon prepaid, addressed to the following persons at the addresses shown, to-wit: (See list attached hereto and made part hereof) that said persons are the owners of said property who are entitled to a Notice of Hearing • pursuant to Section 15-45.060(b) of the Zoning Ordinance of the City of Saratoga in that said persons and their addresses are those shown on the most recent equalized roll of the Assessor of the County of Santa Clara as being owners of property within 500 feet of the property to be affected by the application; that on said day there was regular communication by United States Mail to the addresses shown above. Signed • ~00~2f City of Saratoga • Community Development Department 13777 Fruitvale Avenue Saratoga, CA 95070 408-868-1222 NOTICE OF PUBLIC HEARING The City of Saratoga's Planning Commission announces the following public hearing on Wednesday, the 9th day of June 2004, at 7:00 p.m. Located in the City Theater at 13777 Fruitvale Avenue, Saratoga, CA 95070. Details are available at the Saratoga Community Development, Department, Monday through Friday 7:30 a.m. - 5:00 p.m. PROJECT LOCATION: 19170 Monte Vista Drive APN: 397-09-009; Gudapati and Meka, property owners The applicants request design review approval to demolish the existing structures on the lot and construct a new one story 6,156 square foot • home with a 2,434 square foot basement. The maximum height of the proposed residence will not exceed 26 ft. The net lot size is 49,840 square feet and the property is zoned R-1-40,000. All interested persons may appear and be heard at the above time and place. If you challenge a decision of the Planning Commission pursuant to a Public Hearing in court, you maybe limited to raising only those issues you or someone else raised at the Public Hearing. In order for information to be included in the Planning Commission's information packets, written communications should be filed on or before Tuesday, June 1, 2004. This notice has been sent to all owners of property within 500 feet of the project that is the subject of this notice. The City uses the official roll produced by the County Assessor's office annually, in preparing its notice mailing lists. In some cases, out-of mate information or difficulties with the U.S. Postal Service may result in notices not being delivered to all residents potentially affected by a project. If you believe that your neighbors would be interested in the project described in this notice, we encourage you to provide them with a copy of this notice. This will ensure that everyone in your Community has as much information as possible concerning this project. Lata Vasudevan, AICP Associate Planner . 408-868-1235 00002'x' LEACH, DONALD P & MARY A OR CURRENT OWNER 19075 SLJNNYSIDE DR SARATOGA, CA 95070-6242 PELIO, W LESLIE TRUSTEE OR CURRENT OWNER 14573 BIG BASIN WY SARATOGA, CA 95070 PFEIFFER RANCH INVESTORS INC OR CURRENT OWNER 1475 SARATOGA AV 250 SAN JOSE, CA 95129 GEE, FRANKLIN & MARGARET TRUSTEE OR CURRENT OWNER 19264 MONTE VISTA DR SARATOGA, CA 95070-6218 WARRINER, HARWOOD TRUSTEE OR CURRENT OWNER POBOX217 SARATOGA, CA 95071-0217 O'DONNELL, DANIEL B & JOANNE T TRUSTEE OR CURRENT OWNER 19135 MONTE VISTA DR SARATOGA, CA 95070-6217 SMITH, MARKS & DEBORAH R TRUSTEE OR CURRENT OWNER 19231 MONTE VISTA DR SARATOGA, CA 95070-6217 WINVICK, STANLEY W & SHARON D TRUSTEE OR CURRENT OWNER 19174 PANORAMA DR SARATOGA, CA 95070-6225 MAIR, JAMES D & GRETCHEN W OR CURRENT OWNER 1690 DELL AV CAMPBELL, CA 95008-6902 BURNS, MARY TRUSTEE ETAL OR CURRENT OWNER 15335 VIA COLINA DR SARATOGA, CA 95070-6249 DANSER, WILLIAM R & CATHERINE OR CURRENT OWNER 15430 EL CAMINO GRANDE SARATOGA, CA 95070-6258 CASE, GORDON T M & JEANNE W OR CURRENT OWNER 15300 EL CAMINO GRANDE SARATOGA, CA 95070-6259 DUC, MAXINE OR CURRENT OWNER 969 BUCKEYE CT SLINNYVALE, CA 94086-8205 SCLAVOS, STRATTON D TRUSTEE ETAL OR CURRENT OWNER 19222 MONTE VISTA DR SARATOGA, CA 95070-6218 WARRINER, HARWOOD TRUSTEE OR CURRENT OWNER P O BOX 217 SARATOGA, CA 95071-0217 MCINERNY, JOHNS & BEULAH A TRUSTEE OR CURRENT OWNER 19175 MONTE VISTA DR SARATOGA, CA 95070-6217 WHARTON, LOUISE TRUSTEE ETAL OR CURRENT OWNER 19265 MONTE VISTA DR SARATOGA, CA 95070-6217 GODDARD, WESLEY R & SHIRLEY T TRUSTEE OR CURRENT OWNER 19140 PANORAMA DR SARATOGA, CA 95070-6225 FARMER, DENNIS W & ANGELA R OR CURRENT OWNER 15485 EL CAMINO GRANDE SARATOGA, CA 95070-6211 MARVIN, CLOYD E & MARY K OR CURRENT OWNER 15355 VIA COLINA DR SARATOGA, CA 95070-6249 MIROYAN, ROBERT L & MARTHA C TRUSTEE ' OR CURRENT OWNER 15400 EL CAMINO GRANDE • SARATOGA, CA 95070-6258 BANK OF THE WEST TRUSTEE TRUSTEE OR CURRENT OWNER P.O. BO 1121 SAN JOSE, CA 95108 MOGHADAM, FARHAD & SHOLEH TRUSTEE OR CURRENT OWNER 15440 VIA COLINA DR SARATOGA, CA 95070-6253 JIANDANI, MOTI K & SONI M TRUSTEE OR CURRENT OWNER 19188 MONTE VISTA DR SARATOGA, CA 95070-6218 KIDD, NORMAN A & SUSAN M OR CURRENT OWNER 15351 EL CAMINO GRANDE SARATOGA, CA 95070-6267 DECARION, DAVID P & JANI~ M OR CURRENT OWNER 19199 MONTE VISTA DR SARATOGA, CA 95070-6217 NIKFAR, ARMIN TRUSTEE ETAL OR CURRENT OWNER 19208 PANORAMA DR SARATOGA, CA 95070-6225 BARKER, FLORENCE S OR CURRENT OWNER 19106 PANORAMA DR SARATOGA, CA 95070-6225 MORSE, JOHN S TRUSTEE ETAL OR CURRENT OWNER 15463 EL CAMINO GRANDE SARATOGA, CA 95070-6211 WU, HENRY C & VICTORIA W. TRUSTEE OR CURRENT OWNER 19290 SARATOGA-LOS GATOS RD ~a~-a.-#aJ~ ~ - C~ - X15-0 ~~ - 00(~2~3 SPINAZZE, ROBERT A & GEORGIANNA TRUSTEE OR CURRENT OWNER ~UEENSLN JOSE, CA 95112-4309 Gudapati and Meka 3418 Lynn Oaks Drive San Jose, CA 95117 • • Martin Oakley 19034 Bonnet Way Saratoga, CA 95070 000029 r1 LJ • Q ~ < ~ ~ ~ ~ ~ s 0 ~o ~~ ~ ~ o ~ ~ o ~ o ~~_ ' Q > ~ ~ U Oj'Y~ Y~ ~ ~ ~ Jr_ U E- y ~Pp\ m bey ~ ~ ~ ~ 14~ d Q S~~yy1~~;~~ y nmro ~ ; ~ ~ ~ U ~ o~~ry.~aob Rp~° ~ a N ~ 5 ~, ~~ ~~s~~Ms~~ ~~~ ~ ~ ~ ~~ ~ ~~' a .~~ 4 ~ ~ ~ ~ ~ . ~~ ~ ~ ~ ~ G ~~ ~ ~ ~ ~~ ~~ ~~ ~ z3 ~, _~~ n I~ Q ~ z s i n _~ ~ N o~-_ -__-__---- 2~' _-_----- a o0 ,,~_._ - - _.- __- ~~ .~--- - --- `O r ~~ ~- .. ~~ +~ 4 ~~~ ~~ Wa n° ~ .--I h ~Ir 2 /-~ ~I~I h ~ r ~ 0~ r ~ l ~ 'r 1 ~ 1 ~ I 1 1 i~ I .l~~l~~ I l tl 1 1 ~ n A _____ ~ / ~~'l %_ I 1 ~ 1 ``_ "" ~ I - - ml n°1 _ i y ~~ w _ ~ g '" ze~ ~i -_ ~ g ~~~$ ~~~ ~ _ zz < ~~~~~~' u g 3 6 ~ ~~~~ ~ ^ ~`~~~~ s ~ a ~ ~~~ ~$~~~ ~ ~ ~ ~~~~~~ o < ~ & {yQ ~F N FF (~ ~~ < '~~ 8 p ~1y-~~1'LL r' y5~38~ ^ ~~~ a~~ ~ ~ ~~~ ~~ ~r pp~ pF Q ~ _~ x o ~ m N Q8 8 Y 1l ~ '!~j ••N 0 ~~~ ~ F~~ 2 ~ ~ 1 O ~WI~Y~ l ~j m w ~ ~~ „ q ~ i$ d ~ b~ 1y ~m M~.1Si ~ ~ .. = a - aar+~sia ~o3 I Ir Y ~ t 7 ~~ ~l) 1 ._ ..cq -_... 1 , id I ~ t m - S d a (OC7 ~./U !p a_f o, u I r r -_ _ / _ _' I ~ 'n ', ~ " ~~ ~~ ~~~~j~g~~ ~ E x .N ~~~~~~~~ ~ ~`~, ~kZ~~Y~6{g~~ as ~ sa~'~~~5 ~`~i s~ ~~~ _ ~ ~_ ~~ ~~ ~~~ ~gg S bl ~¢EnS 9 ~t j KHppH'i ~ >3~d ~6 ~~ ~~g C~ ~R ~ ~~ • • /~ I li I j . 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Livingstone AICP, Associate Planner~~Z Design Review June 9, 2004 510-O1-004 Department Head:~~r-art -z s „; ~~ ~ _.._ ~ ' ,. I 0 500 ft radius around 19870 Mendelsohn Lane ~ _ -~ i ~ ®19870 Mendelsohn Lane ~~ W~c ~. i ~~ I ~ Parcels w ithin 500 ft of 19870 Mendelsohn i ;~ i I _„ I ,._ \ __ . ~. :.. : .; ~,; _ `~ ;r v ~_ - ,,.. ,. ., - ;r- ,~ , , ~-- ~ ~ w ~.~a,~ ~ ~ ~ ~; -- ~ 1-- 1 I. ,. I ~ i ti ~+eee i .I ~~ i ~ i I~ A \ ~ ..._.. i ~s..a.. ~ __ ~ ~.~ ~ ~'i ~,._ ~~ `. .,.~.~a ~ I I ; _~- ~ ~ ~,~~, ~.;~a,a.p ~~ ~' i ~' a ~ ~ l 1 \~ ~' ~ 1 r ~. ~~ If `~ , , _, _ ~ ' a _.. , ,. - ' / / I i I I ~ Y /~ l / ~ ~ - ~ w j ~ I ~,eF.., _ .: o _...._. --- r ~ ~- i ;, ~~ ,; i ~, ~ ,; ~-~ ., I ~ , __ l; , _ I I ~.._... j ~, it _ ~ _ r^ 1 \ i , y,,, _..._. ,~~ .o ~~._.__..._ ~ ..._. __. ~ ', I i ;;, ./ ~ ~ tl 150 3Ab 45Q 600 y50 itj _. ~, ~ ~ ~ ~ , ,~,, ~r.o ~ , - ..~;. ~~ _~ o,,.. _. ~', -- ~'~ v .., . 19870 Mendelsohn • ~a~~®ol EXECUTIVE SUMMARY CASE HISTORY Application filed: Application complete: Notice published: Mailing completed: Posting completed: PROJECT DESCRIPTION 06/09/03 04/22/04 05/26/04 05/25/03 05/20/04 Request for Design Review Approval to demolish and rebuild a significant portion of the existing house and add 904 square feet to the existing 3,429 square foot house for a total floor area of 4,333 square feet. The height of the structure will not exceed 21 feet. The gross lot size is 18,750 square feet and the property is zoned R-1-20,000. STAFF RECOMMENDATION 1. Approve the application for Design Review with conditions by adopting the attached Resolution. ATTACHMENTS 1. Resolution with conditions 2. City of Saratoga Notice, Noticing Affidavit, and Noticing Labels 3. Applicant's Plans, Exhibit "A" • • • ~0~4®2 File No. 03-132;19870 Mendelsohn Lane/Kim Propez~ty STAFF ANALYSIS ZONING: R-1-20,000 GENERAL PLAN DESIGNATION: RVLD (Residential Very Low Density) MEASURE G: Not applicable PARCEL SIZE: 18,750 square feet gross AVERAGE SITE SLOPE: 6.9% GRADING REQUIRED: The applicant is proposing minimal grading. ENVIRONMENTAL DETERMINATION: The proposal is Categorically Exempt from the Environmental Quality Act (CEQA) pursuant Section 15303, "New Construction or Conversion of Small Structures", Class 3 (a) of the Public Resources Code (CEQA). This exemption allows for the construction or conversion of up to three single-family residences. Proposal Code Requirements Lot Coverage: Maximum Allowable 44.7% 45% Building Footprint 4,333 sq. ft. Driveway, 3,410 sq. ft. Walkways 645 sq. ft. TOTAL 8,388 sq. ft. 8,437 sq. ft. Floor Area: Maximum Allowable Main Floor Existing 3,429 sq. ft. New Addition 904 sq. ft. TOTAL 4,333 sq. ft. 4,440 sq. ft. Setbacks: Min. Requirement Front 59 ft. 30 ft. Rear Existing 25 ft. 35 ft. Left Side 15 ft. 15 ft. Right Side 20 ft. 15 ft. Height: Maximum Allowable Residence 21 ft. 26 ft. Detached Garages N/A 12 ft. C C:UvlyDocumcntsWesign Review 04Uvtrndelsohn Ln 19870 Staff Repo.doc _~~~®~ File No. 03132;19870 Mendelsohn Lane/Kim Property PROJECT DISCUSSION Design Review The applicant is requesting Design Review approval to demolish and rebuild a significant portion of the existing house and add 904 square feet to the existing 3,429 square foot house for a total Iloor area of 4,333 square feet. The height of the structure will not exceed 21 feet. The gross lot size is 18,750 square feet and the property is zoned R-1-20,000. The applicant is proposing to demolish 44% of the existing exterior walls. The plans for the original addition did not exceed 18 feet in height. Typically this addition would not require Administrative or a Planning Commission Design Review, it would simply be processed "over the counter". Due to the extent of the remodel and the fact that occasionally additional walls need to be removed it was recommended that the applicant apply for an Administrative Design Review application. During this process the applicant decided to increase the height of the building to 21 feet, thus requiring a Planning Commission Design Review. The homes in the area vary in age and design with no consistent design pattern. The proposed exterior finish will be a combination of stucco siding and a stone veneer. The stucco will be a light beige. The roof will be a gray tile. Color and material samples will be available at the public hearing. Design Review Findings The proposed project is consistent with all the following Design Review findings stated in MCS 15-45.080: (a) Avoid unreasonable interference with views and privacy. The proposed house is not in a view comdor and will not have an adverse affect on neighbor's views. The house will be a one-story house at approximately 21 feet in height. The existing mature trees that surround the site will be maintained. (b) Preserve Natural Landscape. The majority of the existing landscaping will remain and no trees will be removed. (c) Preserve Native and Heritage Trees. There are no heritage trees on the property. No trees will be removed. (d) Minimize perception ofexcessive bulk The residence is situated far back from the street and will be surrounded by existing trees. The use of stucco with gray stone and gray file roofing will blend with the natural environment. The proposed house will be 21 feet in height (e) Compatible bulk and height. The project meets this policy in that the proposed house will be 21 feet in height well below the maximum 26 feet allowed. The • existing mature trees that surround the site will be maintained as part of the GVvlyDocuments~Design Review 04Uvtendelsohn Is 19670 Staff Rcpo.doc ~~ ~('~O~ File No. 03-132;19870 Mendelsohn Lane/Kim Property • project. The proposed house will also have varying rooflines including stone work along the front facade and main entry that will break up the front elevation of the building and add character and interest to the structure. (f) Currentgrading and erosion control methods. The proposal would conform to the City's current grading and erosion control standards. (g) Design policies and techniques. The proposed project conforms to all of the applicable design policies and techniques in the Residential Design Handbook in terms of compatible bulls, and avoiding unreasonable interference with privacy and views. The home is also designed for energy efficiency in that it will meet the State Energy Guidelines through the use of wall insulation and high-energy efficiency heating and cooling appliances. Parking The Saratoga City Code requires each residence to have at least two enclosed parking spaces within a garage. The applicant is proposing a 563 square foot three-car garage with open parking provided in the driveway. Trees No trees are being removed on the site and the existing landscaping and driveway area that surrounds the existing trees is being maintained. The applicant will also provide tree • protection fencing around the existing trees on the site as shown on the plans. No arborist review was required. Correspondence No negative correspondence was received on this application at the date that the staff report was distributed to the Planning Commission. The applicant has shown the proposed plans to the adjacent neighbors as documented by the applicant. GENERAL PLAN CONFORMITY Conservation Element Policy 6.0 Protect the existing rural atmosphere of Saratoga by carefully considering the visual impact of new development. Land Use Element Policy 5.0 The City shall use the design review process to assure that the new construction and major additions thereto are compatible with the site and the adjacent surroundings. The proposed house is consistent with the above General Plan Policies in that no trees will be removed thus protecting the rural atmosphere of Saratoga. The proposed materials and • colors will blend the proposed house into the existing landscape and be compatible with the adjacent surroundings. C:~IvlyIbcumcnts~Design Review 04Uvtendelsohn In 19870 Staff Repo.doc ~®(~(~0S . File No. 03132;19870 Mendelsohn Lane/Kim Property CONCLUSION . The proposed project is designed to conform to the policies set forth in the City's Residential Design Handbook and to satisfy all of the findings required within Section 15- 45.080 of the City Code. The residence does not interfere with views or privacy, preserves the natural landscape to the extent feasible, and will minimize the perception of bulk so that it is compatible with the neighborhood. The proposal further satisfies all other zoning regulations in terms of allowable floor area, setbacks, maximum height, and impervious coverage. STAFF RECOMMENDATION Staff recommends the Planning Commission approve the application for Design Review with required findings and conditions by adopting the attached Resolution. • C:VvlyDocuments~Design Review04Uv1endelsohn Ln 19870 Staff Repo.doc ~~®®~• • Attachment 1 • ~o~o~~ APPROVAL OF RESOLUTION NO. . CITY OF SARATOGA PLANNING COMMISSION STATE OF CALIFORNIA Kim;19870 Mendelsohn Lane WHEREAS, the City of Saratoga Planning Commission has received an application for Design Review approval to demolish and rebuild a significant portion of the existing house and add 904 square feet to the existing 3,429 square foot house for a total floor area of 4,333 square feet. The height of the structure will not exceed 21 feet. The gross lot size is 18,750 square feet and the property is zoned R-1-20,000; and WHEREAS, the Planning Commission held a duly noticed Public Hearing at which time all interested parties were given a full opportunity to be heard and to present evidence; and WHEREAS, the proposed project consisting of an addition to an existing single-family residence is Categorically Exempt from the Environmental Quality Act (CEQA) pursuant Section 15303, "New Construction or Conversion of Small Structures", Class 3 (a) of the Public Resources Code (CEQA). This exemption allows for the construction or conversion of up to three single-family residences; and WHEREAS, the applicant has met the burden of proof required to support said . application for Design Review Approval, and the following findings have been determined: (a) Avoid unreasonable interference with views and privacy. The proposed house is not in a view corridor and will not have an adverse affect on neighbor's views. The house will be a one-story house at approximately 21 feet in height. The existing mature trees that surround the site will be maintained. (b) Preserve Natural Landscape. The majority of the existing landscaping will remain and no trees will be removed. (c) Preserve Native and Heritage Trees. There are no heritage trees on the property. No trees will be removed. (d) Minimize perception of excessive bulk. The residence is situated far back from the street and will be surrounded by existing trees. The use of stucco with gray stone and gray the roofing will blend with the natural environment. The proposed house will be 21 feet in height (e) Compatible bulk and height. The project meets this policy in that the proposed house will be 21 feet in height well below the maximum 26 feet allowed. The existing mature trees that surround the site will be maintained as part of the project. The proposed house will also have varying rooIlines including stone work along the front facade and main entry that will break up the front elevation of the building and add character and interest . to the structure. 0~~~8 (f) Current grading and erosion control methods. The proposal would conform to the City's current grading and erosion control standards. (g) Design policies and techniques. The proposed project conforms to all of the applicable design policies and techniques in the Residential Design Handbook in terms of compatible bulk, and avoiding unreasonable interference with privacy and views. The home is also designed for energy efficiency in that it will meet the State Energy Guidelines through the use of wall insulation and high-energy efficiency heating and cooling appliances. WHEREAS, the applicant has met the burden of proof required to support said application for Design Review and Grading Approval, and is consistent with the following General Plan Policies: Conservation Element PolicL6.0 Protect the existing rural atmosphere of Saratoga by caret ally considering the visual impact of new development. Land Use Element Policy 5.0 The City shall use the design review process to assure that the new construction and major additions thereto are compatible with the site and the adjacent surroundings. The proposed house is consistent with the above General Plan Policies in that no trees will be • removed thus protecting the rural atmosphere of Saratoga. The proposed materials and colors will blend the proposed house into the existing landscape and be compatible with the adjacent surroundings. Now, THEREFORE, the Planning Commission of the City of Saratoga does hereby resolve as follows: Section 1. After careful consideration of the site plan, architectural drawings, plans and other exhibits submitted in connection with this matter, the application for Design Review has been approved and is hereby granted subject to the following conditions: COMMUNITY DEVELOPMENT 1. The development shall be located and constructed as shown on Exhibit 'A' date stamped April 7, 2004, incorporated by reference. All changes to the approved plans must be submitted in writing with plans showing the changes and are subject to the Community Development Director's approval. 2. The following shall be included on the plans submitted to the Building Division for the building and grading permit plan check review process: a. Four (4) sets of complete construction plans incorporating this Resolution as a separate plan page and containing the following revisions: ~Q~®:~ i. A maximum of one wood-burning fireplace is permitted and it shall be equipped . with a gas starter. All other fireplaces shall be gas burning. 3. No retaining wall shall exceed five feet in height. 4. FENCING REGULATIONS - No fence or wall shall exceed six feet in height and no fence or wall located within any required front yard shall exceed three feet in height. Any existing fences or walls not meeting the zoning ordinance standards shall be removed prior to the project being final. 5. A storm water retention plan indicating how all storm water will be retained on-site, and incorporating the New Development and Construction -Best Management Practices. If all storm water cannot be retained on-site due to topographic, soils or other constraints, an explanatory note shall be provided on the plan. 6. Landscape plan shall be designed with efficient irrigation to reduce runoff, promote surface infiltration and minimize use of fertilizers and pesticides that can contribute to water pollution. 7. Where feasible, landscaping shall be designed and operated to treat storm water runoff by incorporating elements that collect, detain and infiltrate runoff. In areas that provide detention of water, plants that are tolerant of saturated soil conditions and prolong exposure to water shall be specified. 8. Pest resistant landscaping plants shall be considered for use throughout the landscaped area, especially along any handscape area. 9. Plant materials selected shall be appropriate to site specific characteristics such as soil type, topography, climate, amount and timing of sunlight, prevailing winds, rainfall, air movement, patterns of land use, ecological consistency and plant interactions to ensure successful establishment. 10. Existing native trees, shrubs, and ground cover shall be retained and incorporated into the landscape plan to the maximum extent possible. 11. Proper maintenance of landscaping, with minimal pesticide use, shall be the responsibility of the property owner. 12. The height of the structure shall not exceed 21 feet as defined in Section 15-06.340 of the City Zoning Code. 13. Five (S) ft. chain link tree protective fencing shall be shown on the site plan with a note "to remain in place throughout construction." The fencing shall be inspected by staff prior to issuance of a Building Permit. • ~~~~~~ 14. A note shall be included on the site plan stating that no construction equipment or private vehicles shall park or be stored within the dripline of any ordinance protected trees on the site. FIRE PROTECTION DISTRICT 15. Required Fire Flow: The fire flow for this project is 1,750 gpm at 20psi residential pressure. The required fire flow is available from area water mains and fire hydrants that are spaced at the required spacing. 16. Provide an approved fire sprinkler system throughout all portions of the building, designed per National Fire Protection Association (NFPA) Standard #13D and local ordinances. The fire sprinkler system supply valuing shall be installed per Fire Department Standard Detail and Specifications SP-2. 17. A State Of California Licensed Fire Protection Contractor shall submit plans, calculations, a completed permit application, and appropriate fees to this department for review and approval prior to beginning their work. CITY ATTORNEY 18. Applicant agrees to hold City harmless from all costs and expenses, including attorney's fees, incurred by the City or held to be the liability of City in connection with City's defense of its actions in any proceeding brought in any State or Federal Court, challenging the City's action with respect to the applicant's project. Section 2. A Building Permit must be issued and construction commenced within 24 months from the date of adoption of this Resolution or approval will expire. Section 3. All applicable requirements of the State, County, City and other Governmental entities must be met. Section 4. Unless appealed pursuant to the requirements of Article 15-90 of the Saratoga City Code, this Resolution shall become effective fifteen (15) days from the date of adoption. • U0001~ PASSED AND ADOPTED by the Ciry of Saratoga Planning Commission, State of California, this 9th day of June 2004 by the following roll call vote: AYES: NOES: ABSENT: ABSTAIN: Chair, Planning Commission ATTEST: Secretary, Planning Commission This permit is hereby accepted upon the express terms and conditions hereof, and shall have no force or effect unless and until agreed to, in writing, by the Applicant, and Property Owner or Authorized Agent. The undersigned hereby acknowledges the approved terms and conditions and agrees to fully conform to and comply with said terms and conditions within the recommended time frames approved by the City Planning Commission. Property Owner or Authorized Agent Date • 'OO~J0~,2 • Attachment 2 • ®0~0~,3 • Ciry of Saratoga Community Development Department 13777 Fruitvale Avenue Saratoga, CA 95070 408-868-1222 NOTICE OF PUBLIC HEARING The City of Saratoga's Planning Commission announces the following public hearing on Wednesday, the 9`h day of June 2004, at 7:00 p.m. Located in the City theater at 13777 Fruitvale Avenue, Saratoga, CA 95070. Details are available at the Saratoga Community Development Department, Monday through Friday 8:00 a.m. - 5:00 p.m. APPLICATION # 03-132 (510-O1-004) -KIM, 19870 Mendelsohn Lane; Request Design Review Approval to demolish and rebuild a significant portion of the existing house and add 904 square feet to the existing 3,429 square foot house for a total floor area of 4,333 square feet. The height of the structure will not exceed 21 feet. The gross lot size is 18,750 square feet and zoned R-1-20,000. • All interested persons may appear and be heard at the above time and place. If you challenge a decision of the Planning Commission pursuant to a Public Hearing in court, you may be limited to raising only those issues you or someone else raised at the Public Hearing. In order for information to be included in the Planning Commission's information packets, written communications should be filed on or before the Tuesday, a week before the meeting. This notice has been sent to all owners of property within 500 feet of the project that is the subject of this notice. The Ciry uses the official roll produced by the County Assessor's office annually, in preparing its notice mailing lists. In some cases, out-of -date information or difficulties with the U.S. Postal Service may result in notices not being delivered to all residents potentially affected by a project. If you believe that your neighbors would be interested in the project described in this notice, we encourage you to provide them with a copy of this notice. This will ensure that everyone in your Community has as much information as possible concerning this project. John F. Livingstone, AICP Associate Planner 408.868.1231 ~}©~~~~ • • Q 500 ft radius around 19870 Mendelsohn Lane 19870 Mendelsohn Lane `~ N _ _-_ __ ~ Q Parcels w ithin 500 f t of 19870 Mendelsohn W C E _ ~+~aw.a _ ~au.,crrw. $ .e „yw~oE ~~~ u~.tur.~ ~N w. o - 0 150 300 450 600 750 k L I .J~o, ~ ~ 4 .~.. • 19870 Mendelsohn Lane ~,~.,. wwu..+ "" wnnoww.. usaowm an~wc+ ®o®~-~,s AFFIDAVIT OF MAILING NOTICES STATE OF CALIFORNIA ) SS. COUNTY OF SANTA CLARA ) I, John F. Livingstone, being duly sworn, deposes and says: that I am a citizen of the United States, over the age of 18 years; that acting for the City of Saratoga Planning Commission on the 25th day of May, 2004, that I deposited in the mail room at the City of Saratoga, a NOTICE OF HEARING, a copy of which is attached hereto, with postage thereon prepaid, addressed to the following persons at the addresses shown, to-wit: (See list attached hereto and made part hereof) that said persons are the owners of said property who are entitled to a Notice of Hearing pursuant to the Zoning Ordinance of the City of Saratoga in that said persons and their addresses are those shown on the most • recent equalized roll of the Assessor of the County of Santa Clara as being owners of property within 500 feet of the property to be affected by the application 19870 Mendelsohn Lane; that on said day there was regular communication by United States Mail to the addresses shown above. _~ - d ~J'ohn F. Livingst e AICP Associate Planner ®®~~gs YEH CHIA L & HUEY L Or Current Owner, APN 39718003 14900 FARWELL AV TOGA CA 95070-5505 BRAMLETT MARCO J & DEBORAH C Or Current Owner, APN 39718048 14920 FARWELL AV SARATOGA CA 95070-5505 FRIEDLE RONALD H & JULIA B TRUSTEE Or Current Owner, APN 39718104 14945 THREE OAKS CT SARATOGA CA 95070-5500 GLADWELL MALCOLM R & PATRICIA D Or Current Owner, APN 39720010 14911 FARWELL AV SARATOGA CA 95070-5503 QUICKE ROBERT D & JANIE TRUSTEE Or Current Owner, APN 51001003 19892 MENDELSOHN LN TOGA CA 95070-6433 PSHIRE WARREN & YVONNE TRUSTEE Or Current Owner, APN 51001006 15055 PARK DR SARATOGA CA 95070-6421 ROBINSON CAROA L & TIMOTHY K Or Current Owner, APN 51001009 15097 PARK DR SARATOGA CA 95070-6421 KOCHER RAISA R TRUSTEE ETAL Or Current Owner, APN 51001012 15139 PARK DR SARATOGA CA 95070-6421 CARSON ROBERT G & BERNADINE A Or Current Owner, APN 51001020 15070 PARK DR SARATOGA CA 95070-6422 G OTIS P & TESSIE J STEE Or Current Owner, APN 51001024 15101 PEPPER LN SARATOGA CA 95070-6423 BELOGORSKY JACOB & MARIE TRUSTEE Or Current Owner, APN 39718043 19761 THREE OAKS WY SARATOGA CA 95070-6441 WORKMAN MICHAEL L & PATRICIA R Or Current Owner, APN 39718098 14918 THREE OAKS CT SARATOGA CA 95070-5500 SHANNON HARRY L & SUE A TRUSTEE Or Current Owner, APN 39719020 19765 SARATOGA-LOS GATOS SARATOGA CA 95070-6436 SESHADRI KISHORE & KALPANA TRUSTEE Or Current Owner, APN 51001001 20040 MENDELSOHN LN SARATOGA CA 95070-6433 KIM JAE H & JIN S Or Current Owner, APN 51001004 19870 MENDELSOHN LN SARATOGA CA 95070-6433 BAKER JERRY M & SANDY L TRUSTEE Or Current Owner, APN 51001007 15069 PARK DR SARATOGA CA 95070-6421 WAYNE KENNETH J & SUE E TRUSTEE Or Current Owner, APN 51001010 15111 PARK DR SARATOGA CA 95070-6421 DON ALLEN & PATRICIA Or Current Owner, APN 51001018 15150 PARK DR SARATOGA CA 95070-6463 LIGHTBODY DONALD C & MAUREEN A Or Current Owner, APN 51001021 15060 PARK DR SARATOGA CA 95070-6422 HART JOHN H & JUDY H Or Current Owner, APN 51001025 12359 FARR RANCH RD SARATOGA CA 95070-6531 • SETHI RAKESH B & SHARDA Or Current Owner, APN 39718047 14930 FARWELL AV SARATOGA CA 95070-5505 KEATING WILLIAM & MARY S Or Current Owner, APN 39718103 14903 THREE OAKS CT SARATOGA CA 95070-5500 SZETO PAULINE L Or Current Owner, APN 39719021 19770 THREE OAKS WY SARATOGA CA 95070-6467 RODONI DOUGLAS & HILARY Or Current Owner, APN 51001002 19916 MENDELSOHN LN SARATOGA CA 95070-6433 ISIDORO MERNA L & FRANK W Or Current Owner, APN 51001005 15041 PARK DR SARATOGA CA 95070-6421 KAYHAN JOYCE Or Current Owner, APN 51001008 15083 PARK DR SARATOGA CA 95070-6421 Or Current Owner, APN 51001011 CHRISTIAN ALLEN D & BETTY JTRUSTEE Or Current Owner, APN 51001019 15100 PARK DR SARATOGA CA 95070-6463 NELSON CARL P & MARIE J TRUSTEE Or Current Owner, APN 51001022 15050 PARK DR SARATOGA CA 95070-6422 UNDERWOOD HUGH B & CAROL P TRUSTEE Or Current Owner, APN 51001027 2445 VILLA NUEVA WY MOUNTAIN VIEW CA 94040- ~®~©~L,~ HODGES HAROLD M JR & BETTY L TRUSTEE Or Current Owner, APN 51001028 19875 PARK DR SARATOGA CA 95070-6445 RAMAKRISHNAN T S & KALPANA Or Current Owner, APN 51001047 15020 PARK DR SARATOGA CA 95070-0000 THERMOND JEFFREY L & CATHERINE A Or Current Owner, APN 51721007 20017 MENDELSOHN LN SARATOGA CA 95070-6453 DEL CARLO ARNOLD S & JOYCE M TRUSTEE Or Current Owner, APN 51721011 19911 MENDELSOHN LN SARATOGA CA 95070-6453 ~~ WORTLEY JOHN M & LORI TRUSTEE Or Current Owner, APN 51001029 19897 PARK DR SARATOGA CA 95070-6445 PERAZZO ELEANOR K & JAMES B Or Current Owner, APN 51003009 PO BOX 2222 SARATOGA CA 95070-0222 DEL CARLO ARNOLD S & JOYCE M TRUSTEE Or Current Owner, APN 51721008 19911 MENDELSOHN LN SARATOGA CA 95070-6453 NEALE DAVID E & ANNE P Or Current Owner, APN 51001046 ' 15081 PEPPER LN SARATOGA CA 95070-6423 • CHENG DAVID C TRUSTEE ETAL Or Current Owner, APN 51721004 20045 MENDELSOHN LN SARATOGA CA 95070-6453 BERRY MICHAEL & KATHLYN Or Current Owner, APN 51721009 19935 MENDELSOHN LN SARATOGA CA 95070-6453 • • ~©~©~ ~_.~ ~m ~~ •~ _ W ~O Z^ ~~ ~ ~~ ~~ o~ o N Y 0 o ~ ~ ~ w ~ ~ Z N ~ ~ ~~ ~ O W ,~ W _i J ~~ ~~ ~~ ~N ~~~~ G~~~ ~~ ~ ~~~ ~ ~ w ~~ o ~ Z ~~~~ r- r,~ ~~ ~~~ W V Z W D H W H oc W Z 3 0 ~ ~~ ~~ ~ ~~~ G ~~ m ~ ~ ~~ ~~ ~ J ~~ ~~~ ~ Y~~ ~~~~~ o ~ ~ ~~~ a 3' ~~ ~~ ~ ,.. ~ 0 ~ ~ N ~ ~ ~' ~~ ~ III ° '~ ~ ~ ~ °z~ ~~9 ~ ~ ~ ~ ~ ~S N M ^^ H W 0 W z ~O =o H~ a ov W~ 0 ~y O ~ fruitnl~ Ave t ~ a Q'D ~ 4irc JnV Ln '~.~ fi~ ~p ,~ W ~ " " o. 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Sri ~~ r t~,+S~ .P- _ ~ ~`~~ _ n I J j >d I ,`\ is V > C! ;. _ In ~ n ~ ` ? ~ ~\ i7 ~ . ]w .l, ~ r • W ~o ~~ ~ ~~ ~~ ~ ~ ~ o~ a ~ Q o ,1, g N Y 0 o U w ~ a ~ w z ~ ~' ~ a o ~I ~ a W ~s ~ Q cZ ~g~~ `~~~ ~ ~ ~~ Z~~~= °~~~ ~~ PI;I~I,I~ 0 0~ r O J a Q w s a w W ~ ~ ~w s~ ~' W ~ ~ " Z w w? a m O g W Q ~~ L! ~+ ~~ a .40 ~a Z W3 V N D • • • • • • Item 3 REPORT TO THE PLANNING COMMISSION Application No./Location: 03-245/ 15301 Peach Hill Road Type of Application: Design Review Applicant/Owner: Bob Flurry Designs, Applicant Tony Massie, Property Owner Staff Planner: Christy Oosterhous AICP, Associate Planner Date: June 9, 2004 APN: 517-22-073 DepartmentHead:~~~ ~ 5 ... ti ~ 1 .. ~ - ~ 1N(L RD '' -PIEF~v10Nf \ ~ `-\ ,` . ~ ~ ,i . . . \ J .- r . ` . ~ ~ \ i ~ Wllf)C,QT RD t ;, ' ~ ~ - ~ l ~ ~ ..- "" _._ i a ~ j ,. ,. ,. ~ ~ ..- t -- , ~ ', ,. ~, ; .~ r ~ '. ~ ._ ;, °~ ~, ~ ~ ~ ~\ '~ J j ,, ' / ~ j l / 4` / % L i i ~~ . ~ ~ _~..._.. _._ ' ~, / \ ~ j ~ \ i~ ~ N Buffer zones around rressie ~ In11I Roject Site Parcels w Nhh 500 ft ~.. ~ \ ~,\ \ 1t V N, ~'.F~ ~~ E -~--~ i '`\ ~4 ~, 9 15301 Peach Hill Road 0~~0©1 EXECUTIVE SUMMARY CASE HISTORY Application filed: Application complete: Notice published: Mailing completed: Posting completed: PROJECT DESCRIPTION: 10/28/03 04/27/04 05/26/04 05/18/04 05/20/04 The applicant requests design review approval to build a 602 square foot detached secondary dwelling unit. The height of the structure will not exceed 14 feet 6 inches. The materials and colors of the secondary dwelling unit will match the main residence. A grey- green slate roof, wood windows, copper downspouts, cobble stone accents, and a desert tan exterior finish are proposed. The applicant is currently in the final phase of construction of the new main residence and pool, which was approved by the Planning Commission in July 2001. STAFF RECOMMENDATION: Staff recommends the Planning Commission approve the application for Design Review with required findings and conditions by adopting the attached Resolution. ATTACHMENTS: 1. Resolution of Approval. 2. Comments from Sarita Johnson. 3. Distances called out from Johnson property line prior to shift in location of building pad of secondary dwelling unit. 4. Affidavit of Mailing Notices. Public Hearing Notice, Mailing labels for project notification. 5. Reduced Plans, Exhibit "A." • • ©~~-~J02 Application No. 03-078;15301 Peach Hill Road • STAFF ANALYSIS ZONING: R-1-40,000 GENERAL PLAN DESIGNATION: RVLD (Residential Very Low Density) MEASURE G: Not applicable PARCEL SIZE: 62,378 gross square feet, 39,922 net square feet (reduction for slope) AVERAGE SITE SLOPE: 22% GRADING REQUIRED: Minimal grading will be required. ENVIRONMENTAL DETERMINATION: The proposal is Categorically Exempt from the Environmental Quality Act (CEQA) pursuant Section 15303, "New Construction or Conversion of Small Structures", Class 3 (a) of the Public Resources Code (CEQA). This exemption allows for the construction or conversion of up to three single-family residences. • L` a~~~~ Application No. 03-078;15301 Peach Hill Road • PROJECT DATA: Lot Coverage: Main and secondary dwelling, ~ garage Driveway Patios, walks, and pools TOTAL Floor Area: Setbacks: First Floor Second Floor Garage Main residence total: Secondary Dwelling Unit TOTAL (basement) Front Rear Left Side Right Side Proposal Code Requirements 24% Maximum Allowable 35%'~ 4,919 sq. ft. 5,566 sq. ft. 4,915 sq. ft. 15,400 sq. ft. 24,015 sq. ft. Maximum Allowable 3,591 sq, ft. 1,679 sq. ft. 726 sq. ft. 5,996 sq. ft 602 sq. ft. 6,598 sq. ft. 6,600 sq. ft. 3,620 sq. ft. Min. Requirement 100 ft. 30 ft. 200 ft. 60 ft. 200 ft. 20 ft. 24 ft. 20 ft. Height: Maximum Allowable Secondary dwelling 14 ft. 6 inches 26 ft. *Includes an allowable 10% increase for secondary dwelling unit deed restriction that states if the property is rented it shall only be rented at below market rates. •i •i ~~~~~~ Application No. 03-078;15301 Peach Hill Road PROJECT DISCUSSION The applicant requests design review approval to build a 602 square foot detached secondary dwelling unit. The height of the structure will not exceed 14 feet 6 inches. The materials and colors of the secondary dwelling unit will match the main residence. A grey- green slate roof, wood windows, copper downspouts, cobble stone accents, and a desert tan exterior finish are proposed. The applicant is currently in the final phase of construction of the new main residence and pool, which was approved by the Planning Commission in July 2001. Zoning Code Section 15-45.060 states that whenever, as a result of the proposed construction, reconstruction or expansion, the gross floor area of all structures on the site will exceed 6,000 square feet Design Review is required. The proposed project exceeds 6,000 square feet; therefore, Planning Commission review is required. The secondary dwelling unit is a permitted use; therefore, only the design of the structure is subject to Planning Commission review. The secondary dwelling unit includes a bathroom, bedroom, kitchen, and living area. Attached to the secondary dwelling unit is a covered, unenclosed patio. A fireplace is proposed in the patio. The patio is enclosed on two sides thus excluding this area from floor area calculations. i As part of this application for a secondary dwelling unit, the applicant is permitted a one time ten percent increase in allowable floor area based on a deed restriction that only allows the unit to be rented to below market rate households. Neighbor Correspondence Sarita Johnson, the adjacent neighbor to the north, has concerns with the proposed secondary dwelling unit. The Johnson property is located downslope from the Massie property. Sarita Johnson's driveway and residence have been included on the drawings for your reference (Exhibit A, sheet 2). In summary, her concerns include proximity to her residence, privacy, and noise. Her comments are attached (see attachment 2). In order to study the impacts of the proposed secondary dwelling unit on Sarita Johnson's property staff required the applicant to construct story poles in February of this year. Staff also required that the applicant provide the following information: the location of Sarita. Johnson's driveway and residence in relation to the Massie property, and the location of the previously demolished residence on the Massie property. In response to Johnson's concerns, staff required several modifications to the proposed plan. Modifications required by staff have been accepted by the applicant and incorporated into Exhibit A. These modifications include a reduction in height, shifting of the building footprint, and landscaping. ~~~~5 Application No. 03-078;15301 Peach HiURoad The reduction in height resulted in a decrease from 16 feet 6 inches to 14 feet 6 inches. The reduction in height shall avoid any unreasonable impact to light, air, view, and privacy to the Johnson property. The footprint of the original proposal included a 15 foot distance been the newly constructed garage and proposed secondary dwelling unit. Staff required that this space be reduced as much as possible to shift the proposed dwelling away from the Johnson property. Several constraints existed in the shifting of the proposed building. These constraints were both function and structural. Staff and the applicant compromised on an eight-foot minimum between the garage and proposed second dwelling unit. This seven foot shift away from the property line resulted in a slight increase in the distance of the structure from the Johnson property line from four to six feet as measured from several angles. Please see "Exhibit A, sheet 1" and "Attachment 3" for further clarification. Sixteen, fast growing, evergreen trees are proposed including: Toyon trees (4), Italian Buckthorn trees (5), and Carolina Laurel Cherry trees (7) shall be installed prior to final occupancy inspection. The landscape screening shall buffer noise from the second dwelling and increase privacy (see Exhibit A, sheet L2). Staff also considered the proximity of the demolished one-story residence with respect to the Johnson property. The current site design and layout is much improved in that the majority of existing structures are located a greater distance from the Johnson property than the previous house configuration. Staff has conducted numerous site visits to both properties and worked extensively with both the applicant and Sarita Johnson in an attempt to find a compromise. Despite project modifications, Sarita Johnson does not support the application. Sarita Johnson has also voiced concerns regarding the pool which is currently under construction at the site. The pool was approved in conjunction with the design review for the main residence in July 2001. Staff and Sarita Johnson have discussed the fact that the pool and retaining walls were approved as part of the residence and are not a part of this application. Johnson has informed staff that her driveway is located on the Massie property as seen in Exhibit A, sheet 2. Staff has discussed with Sarita Johnson that this boundary dispute is not a part of this application and that it is between the two private parties of Massie and Johnson. Parking For a second dwelling unit, parking requirements include a minimum of one off-street parking space within a garage. The garage requirement may be waived if the second dwelling unit is deed restricted so that it may only be rented to below market rate households. Nonetheless, athree-car garage is located on the site thus meeting the parking requirements for both the main and the secondary dwelling unit. In addition, the site also has ample open parking in the driveway areas. ®~0~.. Application No. 03-078;15301 Peach Hill Road • Trees No trees are located in the vicinity of the proposed second dwelling unit. Arborist review was not required as part of this application. Geotechnical Clearance The application requires geotechnical review. Geotechnical Clearance was granted with conditions, which have been incorporated in the attached Resolution. Design Review Findings The proposed project is consistent with all the following Design Review findings stated in MCS 15-45.080: (a) Avoid unreasonable interference with views and privacy. The maximum height of the proposed secondary dwelling unit is 14 feet 6 inches. No windows are proposed on the North elevation. In addition, sixteen 15-gallon trees will be planted to buffer views of the structure from Peach Hill Road and neighboring properties and to increase privacy and reduce noise. (b) Preserve Natural Landscape. Since the building site is flat, minimal grading is proposed. The proposed secondary dwelling unit will be in keeping with the general appearance of the site and neighborhood. (c) Preserve Native and Heritage Trees. No trees are proposed for removal. No trees are located in the vicinity of the footprint of the proposed secondary dwelling unit. Mature trees are located throughout property, but primarily along the periphery. (d) Minimize perception of excessive bulk The proposed secondary dwelling unit is one-story, approximately 600 square feet, and less than 15 feet in height. It includes a hipped roof to minim~e bulk. Architectural details such as arches, columns, cobble stone accents, divided light windows, and a chimney break up building lines, create architectural interest, and reduce mass and bulk. The secondary dwelling unit is situated far back from Peach Hill Road and will be surrounded by existing trees, as well as, sixteen new trees. The use of stucco and a slate file roofing in earth tone colors will blend with the natural environs. (e) Compatible bulk and height. By definition, the proposed secondary dwelling unit is physically incidental and subordinate to the main structure on the site and other residences in the vicinity. (f) Currentgrading and erosion control methods. The proposal shall conform to the City's current grading and erosion control standards. ~0~~~ Application No. 03-078;15301 Peach Hill Road (g) Design policies and techniques The proposed project conforms to all of the applicable design policies and techniques in the Residential Design Handbook in terms of compatible bulk, and avoiding unreasonable interference with privacy and views as detailed in the findings above and staff report. Conclusion Staff finds that all of the Design Review findings can be made in the affirmative. STAFF RECOMMENDATION Staff recommends the Planning Commission approve the application for Design Review with required findings and conditions by adopting the attached Resolution. • • ~~~®~~ • Attachment 1 ~~ ®~~J~09~ APPROVAL OF RESOLUTION NO. _ • Application No. 03-245 CITY OF SARATOGA PLANNING COMMISSION STATE OF CALIFORNIA Massie; 15301 Peach Hill Road WHEREAS, the City of Saratoga Planning Commission has received an application for Design Review Approval to build a new 602 square foot detached secondary dwelling unit. The height of the structure will be 14 feet 6 inches. Zoning Code Section 15-45.060 states that whenever, as a result of the proposed construction, reconstruction or expansion, the gross floor area of all structures on the site will exceed 6,000 square feet Design Review is required. The proposed project currently exceeds 6,000 square feet and therefore requires Planning Commission review; and WHEREAS, the Planning Commission held a duly noticed Public Hearing at which time all interested parties were given a full opportunity to be heard and to present evidence; and WHEREAS, the proposed project consisting of construction of a new secondary unit is Categorically Exempt from the Environmental Quality Act (CEQA) pursuant Section 15303, "New Construction or Conversion of Small Structures", Class 3 (a) of the Public Resources Code (CEQA). This exemption allows for the construction or conversion of up to three single-family . residences; and WHEREAS, the applicant has met the burden of proof required to support said application for Design Review approval, and the following findings have been determined: (a) Avoid unreasonable interference with views and privacy. The maximum height of the proposed secondary dwelling unit is 14 feet 6 inches. No windows are proposed on the North elevation. In addition, sixteen 15-gallon trees will be planted to buffer views of the structure from Peach Hill Road and neighboring properties and to increase privacy and reduce noise. (b) Preserve Natural Landscape. Since the building site is flat, minimal grading is proposed. The proposed secondary dwelling unit will be in keeping with the general appearance of the site and neighborhood. (c) Preserve Native and Heritage Trees. No trees are proposed for removal. No trees are located in the vicinity of the footprint of the proposed secondary dwelling unit. Mature trees are located throughout property, but primarily along the periphery. (d) Minimize perception of excessive bulk. The proposed secondary dwelling unit is one-story, approximately 600 square feet, and less than 15 feet in height. It includes a hipped roof to minimize bullz. Architectural details such as arches, columns, cobble stone accents, divided light windows, and a chimney break up building lines, create architectural interest, and reduce mass and bulk. The secondary dwelling unit is situated far back from Peach Hill Road and will be . ~'®~~2.0 surrounded by existing trees, as well as, sixteen new trees. The use of stucco and a slate the roofing in earth tone colors will blend with the natural environs. (e) Compatible bulk and height. By definition, the proposed secondary dwelling unit is physically incidental and subordinate to the main structure on the site and other residences in the vicinity. (f) Currentgrading and erosion control methods. The proposal shall conform to the City's current grading and erosion control standards. (g~ Design policies and techniques. The proposed project conforms to all of the applicable design policies and techniques in the Residential Design Handbook in terms of compatible bulk, and avoiding unreasonable interference with privacy and views as detailed in the findings above and staff report. Now, THEREFORE, the Planning Commission of the City of Saratoga does hereby resolve as follows: Section 1. After careful consideration of the site plan, architectural drawings, plans and other exhibits submitted in connection with this matter, the application for Design Review approval is hereby granted subject to the following conditions: COMMUNITY DEVELOPMENT • 1. The development shall be located and constructed as shown on Exhibit 'A° date stamped April 27, 2004, incorporated by reference. All changes to the approved plans must be submitted in writing with plans showing the changes and are subject to the Community Development Director's approval. 2. The following shall be included on the plans submitted to the Building Division for the building and grading permit plan check review process: a. Four (4) sets of complete construction plans incorporating this Resolution as a separate plan page and containing the following: The site plan shall be stamped and signed by a Licensed Land Surveyor. ii. The site plan shall contain a note with the following language: "Prior to foundation inspection by the City, the RCE or LLS of record shall provide a written certification that all building setbacks are per the approved plans." 3. FENCING REGULATIONS - No fence or wall shall exceed six feet in height and no fence or wall located within any required front yard shall exceed three feet in height. Any existing fences or walls not meeting the zoning ordinance standards shall be removed prior to the project being final. 4. A storm water retention plan indicating how all storm water will be retained on-site, • and incorporating the New Development and Construction -Best Management ~~~~~~ Practices. If all storm water cannot be retained on-site due to topographic, soils or other constraints, an explanatory note shall be provided on the plan. 5. Landscape plan shall be designed with efficient irrigation to reduce runoff, promote surface infiltration and minimize use of fertilizers and pesticides that can contribute to water pollution. 6. Where feasible, landscaping shall be designed and operated to treat storm water runoff by incorporating elements that collect, detain and infiltrate runoff. In areas that provide detention of water, plants that are tolerant of saturated soil conditions and prolong exposure to water shall be specified. 7. The height of the structure shall not exceed 14 feet, 6 inches as defined in Section 15- 06.340 of the City Zoning Code. 8. Evergreen landscape screening including dense, tall, wide, and fast growing minimum 15- gallon Toyon trees (4), Italian Buckthorn trees (5), and Carolina Laurel Cherry trees (7) shall be installed prior to final occupancy inspection. 9. The applicant shall record a deed restriction for the secondary dwelling unit that restricts it so that it may only be rented to below market rate households prior to Building Permit issuance. FIRE DISTRICT . 10. Applicant shall comply with all Fire Department conditions. GEOTECHNICAL CLEARANCE 11. The Project Geotechnical Consultant shall review and approve all geotechnical aspects of the final development plans (i.e., site preparation and grading, site drainage improvements and design parameters for foundations, walls and swimming pool) to ensure that the plans, specifications and details accurately reflect the consultants' recommendations. The Project Geotechnical Consultant shall consider the benefits of removing the distressed concrete swale (if no longer needed due to new site improvements), if there is a potential for adverse drainage or infiltration due to its lack of effectiveness or distressed condition. The results of the plan review shall be summarized by the Project Geotechnical Consultant in a letter(s) and submitted to the City Engineer for review and approval prior to issuance of permits. 12. The Project Geotechnical Consultant shall inspect, test (as needed), and approve all geotechnical aspects of the project construction. The inspections shall include, but not necessarily be limited to: site preparation and grading, site surface and subsurface drainage . ~~~-®12 improvements, and excavations for fill keyways, and foundation construction prior to placement of fill, steel and concrete. The results of these inspections and the as-built conditions of the project shall be described by the geotechnical consultant in a letter(s) and submitted to the City Engineer for review and approval prior to Final Project Approval. The owner (applicant) shall pay any outstanding fees associated with the City Geotechnical Consultant's review of the project prior to project Zone Clearance. 13. The owner (applicant) shall enter into agreement holding the City of Saratoga harmless from any claims or liabilities caused by or arising out of soil or slope instability, slides, slope failure or other soil related and/or erosion related conditions. CITY ATTORNEY 14. Applicant agrees to hold City harmless from all costs and expenses, including attorney's fees, incurred by the City or held to be the liability of City in connection with City's defense of its actions in any proceeding brought in any State or Federal Court, challenging the City's action with respect to the applicant's project. Section 2. A Building Permit must be issued and construction commenced within 36 months from the date of adoption of this Resolution or approval will expire. Section 3. All applicable requirements of the State, County, City and other Governmental entities must be met. Section 4. Unless appealed pursuant to the requirements of Article 15-90 of the Saratoga City Code, this Resolution shall become effective fifteen (15) days from the date of adoption. PASSED AND ADOPTED by the City of Saratoga Planning Commission, State of California, this 9th day of June 2004 by the following roll call vote: AYES: NOES: ABSENT: ABSTAIN: Chair, Planning Commission ATTEST: Secretary, Planning Commission • ~~~®~~ This permit is hereby accepted upon the express terms and conditions hereof, and shall have no force or effect unless and until agreed to, in writing, by the Applicant, and Property Owner or Authorized Agent. The undersigned hereby acknowledges the approved terms and conditions and agrees to fully conform to and comply with said terms and conditions within the recommended time frames approved by the City Planning Commission. Property Owner or Authorized Agent Date C, • ~~~~.~ • Attachment 2 ~-, ~~~~ ......,-LJ-VJ 11•JVM ...C oa~u r fury ues~gnuroup 4OS 395 1549 P.03 • Neighbor Notil3cation Template for ~ ~ ^ Development Applications Date: L/' /o~ ~~ ~~ ~ ' a •- J ~ ~ PROJECT ADDRESS: ~ ~ (/-'~'~`"h, ~V h Applicant Name: Application Number: The Saratoga Planning Commission requires applicants to work with their neighbors to address issues and concerns regarding development applications prior to.the evening of the public hearing on the proposed project. The Planning Commission does nor look favorably upon neighbors who jail to voice their concerns and issues when solicited by applicants prior to the public hearing. Staff and the Planning Commission prefer that neighbors take this opportunity to express any concerns or issues they may have directly to the applicant. Please ensure the signature on tXis document is representative of all residents residing on your property. Irrespective of the opinion expressed below, you may reserve the right to amend your opinion at a later date and communicate it to the City ojSaratoga. ^My signaturc below certifies the following: I have reviewed the project plans; ,~ understand the scope'of work; and I do NOT bave any concerns or issues wbic6 need to be address by the applicant prior to the City's public hearing on the proposed project. LJM si atnr~'e~ below certifies the followin : 1 have review the ct tan • I Y gn 8 ed Prole p s, _ understand the scope of work; and I have issues or concerns, wbich after discussion with the applicant, bave not been addressed. My concerns are the following (please attach additional sheets if necessary): ~ co~k~~ ~~'~ ~ -~ ~ ,. ~ Neighbor Name: Neighbor Address: _~' ~~~~ _ ~ Neighbor Phone #: v ~ ~~ e~ ~~ ~~~ ~~~ NOV 1 3 2003 CITY OF SAttATOGA Signature: Printed: City ojSaratoga Planning Department ®~~~~,~ • Attachment 3 ~~ ~~~~~~ "~~~ ~'qi ~~ ~~ II. \ i...~~a ~ _.. _ "7~, ~~ , .. ,~ .fit _ ~` '"`-~~. S ~ / // .r'F ~~ ', i PRC~pQ~E C~ P .D c~ 1~ ~~ ~__~ . // _.~,~ \ \. c~ k/ (~~ p ~ (~, ~J , .. ~ 3~ `~ ° .. 0 ~,~" ~ ~ . a• ~ `,~ .. ~ ~, C s/ /'Y • ~ . ,` ~ 5~ o ` ", `~.,~, ,`,~c Q PQ `~ !7 Imo! G~ ~r , . `r a EL L IN.. ~, 1'Y(`I1~~l: :~~+~:~ :.Tc REA~Ajti Attachment 4 r~ ~~+(~~~9 • • AFFIDAVIT OF MAILING NOTICES STATE OF CALIFORNIA ) SS. COUNTY OF SANTA CLARA ) I, ~ - ,being duly sworn, deposes and says: that I am a citizen of the United States, over the age of 18 years; that acting for the Ciry of Saratoga ~ rn n Planning Commission on the ~ day of v Y 2004, that I deposited in the United States Post Office within Santa Clara County, a NOTICE OF HEARING, a copy of which is attached hereto, with postage thereon prepaid, addressed to the following persons at the addresses shown, to-wit: (See list attached hereto and made part hereof) that said persons are the owners of said property who are entitled to a Notice of Hearing pursuant to Section 15-45.060(b) of the Zoning Ordinance of the City of Saratoga in that said persons and their addresses are those shown on the most recent equalized roll of the Assessor of the County of Santa Clara as being owners of property within 500 feet of the property to be affected by the application; that on said day there was regular communication by United States Mail to the addresses shown above. __ ---- C` Signed n L.J • Q~~~O . City of Saratoga Community Development Department 13777 Fruitvale Avenue Saratoga, CA 95070 408-868-1222 NOTICE OF HEARING The City of Saratoga's Planning Commission announces the following public hearing on Wednesday, the 9`h day of June 2004, at 7:00 p.m. in the City Council Chambers located at 13777 Fruitvale Avenue, Saratoga, CA 95070. Details are available at the Saratoga Community Development Department, Monday through Thursday from 7:30 a.m. - 5:00 p.m. APPLICATION #03-245 (517-22-073) Massie, 15301 Peach Hill Road; -The applicant is requesting design review approval for a detached secondary dwelling • unit. Design review is required because the allowable floor area on the site exceeds 6,000 square feet. The maximum height of the propose structure is 14 feet 6 inches. The proposed floor area of the structure is 602 square feet. Total floor area on the site including the main residence and garage would be 6,598 square feet. The property is zoned R-140,000. All interested persons may appear and be heard at the above time and place. If you challenge a decision of the Planning Commission pursuant to a Public Hearing in court, you maybe limited to raising only those issues you or someone else raised at the Public Hearing. In order to be included in the Planning Commission's information packets, written communications should be filed on or before the Tuesday, a week before the meeting. This notice has been sent to all owners of property within 500 feet of the project that is the subject of this notice. The City uses the official roll produced by the County Assessor's office annually, in preparing its notice mailing lists. In some cases, out-of -date information or difficulties with the U.S. Postal Service may result in notices not being delivered to all residents potentially affected by a project. If you believe that your neighbors would be interested in the project described in this notice, we encourage you to provide them with a copy of this notice. This will ensure that everyone in your Community has as much information as possible concerning this project. Christy Oosterhous Associate Planner • ~®~~• LONG HAROLD D 15269 HUME DR SARATOGA CA 95070-6415 PLINER MICHAEL S TRUSTEE ETAL 15257 HUME DR SARATOGA CA 95070-6415 LAMPROS GEORGE W & GEORGETTE L TRUSTEE MARTINO RAYMOND A & LEE SHOOR STANFORD M & A LAURIE 15374 MADRONE HILL RD 15177 PIEDMONT RD SARATOGA CA 95070-6401 SARATOGA CA 95070-6452 BERQUIST HERBERT C & HELEN M 15240 PIEDMONT RD SARATOGA CA 95070-6403 BROOKS CHARLES J & ROMONA J 15355 PEACH HILL RD SARATOGA CA 95070-6402 MCCANDLESS COMPANIES MASSIF TONY 3945 FREEDOM CIRCLE 1000 15301 PEACH HILL RD SANTA CLARA CA 95054-1226 SARATOGA CA 95070-6402 GIANNANDREA JOHN & CAROL A 15363 PEACH HILL RD SARATOGA CA 95070-6402 RINEHART ROBERT M & JULIE M 15230 MADRONE HILL RD SARATOGA CA 95070-6401 CHIDLOW CHRISTINE A TRUSTEE PO BOX 3096 SARATOGA CA 95070-1096 15168 PIEDMONT DR SARATOGA CA 95070-6451 HORINE S CHRIS & CAROLE J TRUSTEE 15250 PEACH HILL RD SARATOGA CA 95070-6448 JOHNSON SARITA K 15277 PEACH HII,L RD SARATOGA CA 95070-6469 DUKES DARRELL E & ANGELIN M TRUSTEE 15329 PEACH HILL RD SARATOGA CA 95070-6402 ANDRES FREDERICK S & WALKER WM WAYNE & SHARON B TRUSTEE SARAH J TRUSTEE 15255 PEACH HILL RD 15315 MADRONE HILL RD SARATOGA CA 95070-6469 SARATOGA CA 95070-6401 DALE R BER L PATRICIA J MCGUIRE-CHAIDES • O T & TRUSTEE KATHLEEN 15419 PEACH HILL RD 15305 MADRONE HILL RD SARATOGA CA 95070-6402 SARATOGA CA 95070-6401 SOOZANI ALI & LIDA D 15180 PIEDMONT RD SARATOGA CA 95070-6451 LAVEY THOMAS C & JUDITH M LUNDQUIST GEORGE A & 15375 PEACH HILL RD HARRTFT C SARATOGA CA 95070-6402 15397 PEACH HILL RD SARATOGA CA 95070-6402 CAREY DAVID J & TERESA R 15320 PEACH HILL RD SARATOGA CA 95070-6448 JOANNE OLSEN 15195 PIEDMONT RD SARATOGA CA 95070-6452 COCHRAN WILSON O II & ESTHER W 15221 PIEDMONT RD SARATOGA CA 95070-6403 CAREY TERESA R & DAVID J 15320 PEACH HILL RD SARATOGA CA 95070-6448 NEGIN RAREFY B & JUDITH M 15172 PEACH HILL RD SARATOGA CA 95070-6448 SCATONA INVESTMENTS LLC 409 WASHINGTON ST 201 MONTEREY CA 93940-3054 JOANNE OLSEN 15195 PIEDMONT RD SARATOGA CA 95070-6452 WALLIN CLYDE R & MARC~ TRUSTEE 15288 PEACH HII,L RD SARATOGA CA 95070-0000 ~~~®22- PELIO & ASSOCIATES 14573 BIG BASIN WY TOGA CA 95070 • • ®~D~~23 • • ~ k. 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Livingstone AICP, Associate Planner Date: June 9, 2004 Type of Application: Design Review, Conditional Use Permit, and Negative Declaration APN: 386-10-043 Department Head: ~~, ~ F,,a- -r, s, Q 500 ft radus around 18562 Rospect Road 18562 RospectRDad Parcels w khin 500 tt of 18562 Rospect Rd ~ ~ k ~ .:~ F ~ ~~ ~~ --, ,. ~_ 11, ~ ~li__i a~ u- ~ , , J.. ~_ f__.,; r ~, i = i a.~_. ~ ~ i _.__. i - , I~- ~ I! ~ ~ ~ µ_ , __i_ I ~~`~, `: i r i i ', ;. ,~ I-- r __ _ , .. r-.. _, ~ ~' ~ , l -. i ~.. - k, '~ '~°~- r r ~ ~ ~;. ~ ~ -~ _; V" ~ Jr ~J_ ~ y~1l~ ~~~ i~ ~~~ ~ -~ '~~ ! '~ A - ~~ o ~° _; a i w ~~~ E --- -- ' ~~ i ii S ~~ ..1...! i i __, 18562 B Prospect Road o®~~o~ EXECUTIVE SUMMARY CASE HISTORY Application filed: Application complete: Notice published: Mailing completed: Posting completed: PROJECT DESCRIPTION 10/30/03 04/27 /04 05/26 /04 05/13/04 06/3/04 The applicant is requesting approval of a Design Review and a Conditional Use Permit to demolish the existing 3,960 square foot commercial building and construct a new 4,090 square foot commercial building for Krispy Kreme Doughnut Store. Maximum height of the structure will not exceed 20 feet. The parcel is 99,273 gross square feet and located on the same parcel as the existing shopping center. STAFF RECOMMENDATION Staff recommends approving the Resolution for the Negative Declaration and then the Resolution for the Conditional Use Permit and Design Review. ATTACHMENTS 1. Resolution of approval for the Negative Declaration 2. Resolution approving the Design Review and Conditional Use Permit with conditions 3. Initial Study and Negative Declaration 4. Applicant's Traffic Study 5. Arborist Report 6. City of Saratoga Public Hearing and Negative Declaration Notices, Noticing Affidavit, and Notice Labels 7. Applicant's Plans, Exhibit "A" • • 0®0402 File No. 03-246,• 18562 B Prospect Road, Krispy Kreme . STAFF ANALYSIS ZONING: CN (Commercial Neighborhood) with an overlay zone for Drive-Through Services GENERAL PLAN DESIGNATION: CR (Commercial Retail) MEASURE G: Not applicable PARCEL SIZE: 99,237 gross square feet AVERAGE SITE SLOPE: approximately 2% GRADING REQUIRED: The applicant is proposing 56 Cubic Yards of cut and 460 Cubic Yards of fill for a total of 516 Cubic Yards. The applicant will be required to obtain a grading permit. The plans have been reviewed by the City Engineer. ENVIRONMENTAL DETERMINATION: The project is subject to environmental review under the provisions of the California Environmental Quality Act (CEQA). An environmental impact assessment was prepared for the project and determined that the project would have less than significant impact on the environment. Based on the environmental impact assessment, a Negative Declaration was prepared and made available for public review from May 17, 2004 to June 7, 2004. No comments have been received by staff concerning the Negative Declaration at the time of the writing of this staff report. PROJECT DISCUSSION: The applicant is proposing to demolish the existing 3,960 square foot commercial building and construct a new 4,090 square foot commercial building for a Krispy Kreme Doughnut Store. Krispy Kreme's site improvements will provide full ADA access compliance to the proposed building as well as site access from the street to the new building and existing shopping center. As part of the proposed project, a major portion of the existing parking area will be renovated with an improved circulation pattern and new landscaping which will enhance the appearance of the entire center. The applicant will also be installing decorative fencing along Lawrence Expressway and additional landscaping in the right-of- way. Krispy Kreme Doughnuts will be open to the public 24-hours a day with both a drive through and walk in service. The interior floor plan provides for customer seating and has an area to view the doughnuts being made. The store will also provide doughnuts to local stores for retail sales by utilizing the indoor storage and receiving area. Design Review Criteria The proposed project implements the followingDesign Criteria forCommercial Structures: • C:\MyDocuments\CUP\Kcispy Kteme Staff Repo.d« ~~~0 A File No. 03-246,• 18562 B Prospect Road, Krlspy Kreme Where more than one building or structure will be constructed, the architectural features and landscaping thereof shall be harmonious. Such features include height, elevations, roofs, material, color and appurtenances. • The proposed one-story stucco building will not exceed the 20-foot height limit that is compatible with the rest of the shopping center and other retail centers nearby. The applicant is proposing a hand troweled stucco finish with awnings, trellis and a detailed cornice across the top of the building that will provide interest and character to the structure. Other details such as wall sconces, landscaping, and outdoor seating area will provide a pedestrian scale to the building. Where more than one sign will be erected or displayed on the site, the signs shall have a common or compatible design and locational positions and shall be harmonious in appearance. • The proposed Krispy Kreme signage will be the standard corporate colors of white, green and red. The total signage for the building will meet the maximum allowed 40 square feet as defined in the Master Sign Program for the center. Although not counted as signage the applicant is proposing backlit green awnings and a red neon band around the roofline of the building that will attract additional customers to the store during the evenings. Landscaping shall be clustered in natural appearinggroups, as opposed to beingplaced in rows or regularly spaced • The applicant is proposing an extensive landscape plan around the proposed building and parking area. The plan calls for a combination of bright flowering plants including the installation of four 24" box trees and one 36" box tree. Colors of walls and roofing materials shall blend with the natural landscape and be nonreflective. • The exterior palette will have a combination of three different colors that will be used to break up the building mass. The colors will all be nonreflective earthtones except for the green awnings that will accent the building facade. The facade will also have a file base to add interest and define the building entry. Roofing materials shall be wood shingles, wood shahes, tile, or other materials such as composition as approved by the Planning Commission. No mechanical equipment shall be located upon a roof unless it is appropriately screened No roofing materials will be visible because of the flat roof design. All of the mechanical equipment will be located behind a parapet wall. The flat roof design is compatible with the rest of the center as a stand-alone building. Similar buildings with the flat roof design are situated in two locations on the other side of the street. • C:\MyDocumcnts\CUP\Ktispy Kteme Staff Repo.doc ~~`-~,~Q~ File No. 03-246,• 18562 B Prospect Road, Krispy Kreme • The proposed development shall be compatible in terms of height, bulk and design with other structures in the immediate area The one-story structure will not exceed the 20-foot height limit consistent with the other commercial buildings in the area. The stucco exterior, colors and design will be compatible with the character of the surrounding commercial area. All of the nearby buildings incorporate stucco into the exterior finishes. The design of the building is repeated in two other locations across the street. Parking The Saratoga City Code requires one parking space per 200 gross square feet of building area for Intensive Retail Uses. There is 20,460 square feet of commercial space in the shopping center, which requires 103 parking spaces. Currently the center has 112 parking spaces of which 45 are compact spaces, 63 standard, l loading, and 3 are accessible spaces. The applicant is proposing to increase the number of standard parking spaces to 66 and increase the number of accessible spaces to S. The applicant will provide 31 compact spaces and maintain the existing loading space that will provide the required 103 parking spaces. The applicant will also provide an additiona110 queuing spaces in the drive-through isle in excess of the 103 required parking spaces. Trees • The applicant is proposing to remove four trees. The City Arborist has recommended replacement trees. The City Arborist report dated February 3, 2004 (attached) contains recommendations for the protection of existing trees on the site. The Arborist's recommendations shall be conditions of project approval. A certificate of deposit is also required as a condition of project approval for tree protection. Lot Coverage There are no floor area limits in any of the City of Saratoga's commercial zoning districts. The only requirement in the Neighborhood Commercial district is that the maximum net site area covered by structures shall not exceed 60%. The applicant's proposal including the existing shopping center totals 20,590 square feet of structure. On a net site area of 93,434 square feet, the lot coverage will equa122%, far below the maximum allowed. Conditional Use Permit Establishing and operating a restaurant or a 24-hour a day operation in any of Saratoga's commercial zoning districts requires the issuance of a Conditional Use Permit. This process allows the Planning Commission to impose conditions on a project to ensure its compatibility with adjacent land uses. . In this case, staff supports the proposed use due to its location in an established commercial area and its close proximity to major arterial roads. Staff feels the use is ,, . C:VvlyDocuments\CUP\Krispy ICteme Staff Repo.doc (~ (( ~~ File No. 03-246,• 18562 B Prospect Road, Krispy Kreme consistent with the Neighborhood Commercial zoning designation for this shopping • center. There are currently three other restaurants in the Center. All of the required findings within Section 15-55.070 of the City Code can be made in the affirmative in that: • The proposed store meets the objectives of the Zoning Ordinance and the purposes of the zoning district in which the site is located, in that the proposed establishment is appropriately located to provide a service for the residents of Saratoga and promote a stable, attractive environment which complements the existing shopping area. The location will also provide a concentration of commercial services for the convenience of the public and the mutual benefit of the other merchants; and The proposed store will not be detrimental to the public health, safety or welfare, nor materially injurious to properties or improvements in the vicinity in that appropriate conditions have been placed on the project to minim~e potential impacts and the new building will meet all Fire and Building Code requirements. The applicant has also provided City Staff with a traffic study which has been reviewed by the City Traffic Engineer and found to meet all Ciry requirements; and The proposed establishment will comply with all applicable provisions of the Saratoga Municipal Code. • Correspondence No negative correspondence was received on this application at the date that this staff report was distributed to the Planning Commission. GENERAL PLAN CONFORMITY: Land LIse Element Policy 5.0 The City shall use the design review process to assure that the new construction and major additions thereto are compatible with the site and the adjacent surroundings. The proposed new building is consistent with the above General Plan Policy in that the proposed project will replace an existing commercial building in an established shopping center in an area surrounded by existing commercial shopping centers. The proposed materials and colors will be in character with the existing commercial buildings in the area. STAFF RECOMMENDATION: Staff recommends the Planning Commission approve the application for Design Review and a Conditional Use Permit with required findings and conditions by adopting the attached Resolution of Approval for the Negative Declaration and then the Resolution of • Approval for the Conditional Use Permit and Design Review. C:VvlyDocuments\CUP\Krispy Ktcme Staff Repo.doc ©®r1.1®OV • Attachment 1 • ~~~~~ RESOLUTION NO. - Application No. 03-246 CITY OF SARATOGA PLANNING COMMISSION STATE OF CALIFORNIA NEGATIVE DECLARATION Golden Gate Doughnuts "Krispy Kreme"; 18562 B Prospect Road WHEREAS, the City of Saratoga Planning Commission has received an application for a, Negative Declaration, Conditional Use Permit and Design Review Approval to demolish the existing 3,960 square foot commercial building and construct a new 4,090 square foot commercial building for a Krispy Kreme Doughnut Store. Maximum height of the structure will not exceed 20 feet. The parcel is 99,237 gross square feet and part of an existing shopping center; and WHEREAS, the Planning Commission has conducted a duly noticed Public Hearing at which time all interested parties were given a full opportunity to be heard and to present evidence; and WHEREAS, the Planning Commission finds the proposed project subject to environmental review under the provisions of the California Environmental Quality Act (CEQA). An environmental impact assessment was prepared for the project and determined that the project would have less than significant impact on the environment. Based on the environmental impact assessment, a Negative Declaration was prepared • and made available for public review from May 17, 2004 to June 7, 2004; and Now, THEREFORE, the Planning Commission of the City of Saratoga does hereby resolve as follows: Section 1. After careful consideration of the floor plan and other exhibits submitted in connection with this matter, the application for a, Negative Declaration, Conditional Use Permit and Design Review approval is hereby granted subject to the following conditions: COMMUNITY DEVELOPMENT DEPARTMENT 1. The development shall be located and constructed as shown on Exhibit "A" date stamped April 26, 2004, incorporated by reference. All changes to the approved plans must be submitted in writing with plans showing the changes and are subject to the Community Development Director's approval. 2. The following shall be included on the plans submitted to the Building Division for the building and grading permit plan check review process: a. Four (4) sets of complete construction plans incorporating this Resolution as a separate plan page and containing the following: • b. The site plan shall be stamped and signed by a Licensed Land Surveyor. ~~~~~s c. The site plan shall contain a note with the following language: "Prior to foundation inspection by the Ciry, the RCE or LLS of record shall provide a written certification that all building setbacks are per the approved plans." . 3. A storm water retention plan indicating how all storm water will be retained on-site, and incorporating the New Development and Construction -Best Management Practices. If all storm water cannot be retained on-site due to topographic, soils or other constraints, an explanatory note shall be provided on the plan. 4. The Landscape plan shall be designed with efficient imgation to reduce runoff, promote surface infiltration and minimise use of fertilizers and pesticides that can contribute to water pollution. 5. Where feasible, landscaping shall be designed and operated to treat storm water runoff by incorporating elements that collect, detain and infiltrate runoff. In areas that provide detention of water, plants that are tolerant of saturated soil conditions and prolong exposure to water shall be specified. 6. Pest resistant landscaping plants shall be considered for use throughout the landscaped area, especially along any hardscaped area. 7. Plant materials selected shall be appropriate to site specific characteristics such as soil type, topography, climate, amount and timing of sunlight, prevailing winds, rainfall, air movement, patterns of land use, ecological consistency and plant interactions to ensure successful establishment. 8. Existing native trees, shrubs, and ground cover shall be retained and incorporated into the landscape plan to the maximum extent possible. 9. Proper maintenance of landscaping, with minimal pesticide use, shall be the responsibility of the property owner. 10. The applicant shall be responsible in contacting the City Staff to make arrangements for the Ciry Arborist to be on site during critical construction activities that may impact any protected trees on site as determined by the Community Development Director. 11. The Planning Commission shall retain continuing jurisdiction over the Conditional Use Permit and may, at any time, modify, delete or impose any new conditions of the permit to preserve the public health, safety, and welfare. 12. The store shall operate as represented on the plans marked Exhibit "A". 13. Any intensification of this use shall require an amended Conditional Use Permit. 14. The property owner shall enter into a landscape maintenance agreement with the County of Santa Clara for the landscaping on County property located in front of the proposed Krispy Kreme Doughnuts Store along Lawrence Expressway. 15. The property owner shall enter into a landscape maintenance agreement with the City . of Saratoga for the landscaping on City property located in front of the proposed Krispy Kreme Doughnuts Store along Prospect Road. ~~~©~9 16. If required, prior to issuance of Zoning Clearance for the proposed tenant improvements, the owner/applicant shall submit to the Community Development Department verification from the Santa Clara County Health Department showing proof of compliance of the proposed facility with the Health Department's • requirements. 17. The proposed use shall at all times operate in compliance with all regulations of the City and/or other agencies having jurisdictional authority over the use pertaining to, but not limited to, health, sanitation, safety, and water quality issues. 18. The final building color selection shall be a nonreflective color subject to the Community Development Director's approval. 19. All signage shall conform to the Master Sign Program for the center and shall not exceed a total of 40 square feet. 20. The applicant shall obtain a Business License from the City of Saratoga prior to opening the store. 21. The applicant shall provide and be responsible for traffic control on an `as needed' basis for any grand opening or special event or as determined by the City of Saratoga Public Works Director. The applicant/properry owner shall close off portions of the parking lot if required by the Public Works Director for additional queuing of vehicles. 22. No outdoor storage of supplies, materials, and equipment or store product shall be allowed. COUNTY OF SANTA CLARA 23. The applicant shall install the sidewalk along Lawrence Expressway site's frontage per current County Roads and Airports Department's Standard Detail B/6 (visit http://w~.~w.scc~ov.~r~ go to Roads and Airports Department Standard Detail Manual). This requirement is in accordance with the Comprehensive County Expressway- Implementation Plan, Section 9 Pedestrian Element, dated August 19, 2003. For more details/information on the Implementation Plan visit http://ww~~~.e,~pressways.info or http://~~~Nw.sccgov.c~rg. 24. No new trees are to be located within the future sidewalk areas. The alignment of the 10 ft. sidewalk may meander around the existing pine trees to provide a continuous sidewalk on these locations. 25. As shown on the Preluninary Fence Plan, the new fence shall be placed outside the County's road right-of-way. The County shall not be responsible/liable for the proper maintenance of the proposed new fence. 26. All works within County's right-of-way requires an encroachment permit. PUBLIC WORKS DEPARTMENT • 27. The owner (applicant) shall submit Grading and Drainage Plan to the City for review • and approval. The Grading and Drainage Plan shall be designed in compliance with requirements of National Pollutant Discharge Elimination System Permit for Santa Clara Basin. ~~~®~~ 28. Prior to issuance of a Grading Permit, the applicant shall file a Notice of Intent (NOI) with the Regional Water Quality Control Board to obtain coverage under the State General Construction Activity NPDES Permit. Satisfactory evidence of the filing of the • NOI shall be furnished to the City Engineer. The applicant shall comply with all provisions and conditions of the State Permit, including preparation and implementation of a Storm Water Pollution Prevention Plan (SWPPP). Copies of the SWPPP shall be submitted to the City Engineer prior to issuance of the Grading Permit and maintained on site at all times during construction of the site improvements. 29. The owner (applicant) shall replace the driveway approach at Prospect Road and replace and/or repair sidewalk along Prospect Road frontage per directions of the City Engineer. Encroachment Permit shall be issued for the work in the City right-of-way. 30. Traffic Impact Analysis shall be prepared by a licensed engineer and approved by the City Traffic Engineer prior to Zone Clearance. 31. All building and construction related activities shall adhere to New Development and Construction -Best Management Practices as adopted by the City for the purpose of preventing storm water pollution. CITY ARBORIST 32. All recommendations in the City Arborist's Reports dated February 3, 2004 shall be followed and incorporated into the plans. This includes, but is not limited to: a. The Arborist Reports shall be incorporated, as a separate plan page, to the • construction plan set and the grading plan set and all applicable measures noted on the site and grading plans. b. Five (5) ft. chain link tree protective fencing shall be shown on the site plan as recommended by the Arborist with a note 'to remain in place throughout construction.' The fencing shall be inspected by staff prior to issuance of a Building Permit. c. A note shall be included on the site plan stating that no construction equipment or private vehicles shall park or be stored within the dripline of any ordinance protected trees on the site. CITY ATTORNEY 33. Applicant agrees to hold City harmless from all costs and expenses, including attorney's fees, incurred by the City or held to be the liability of City in connection with City's defense of its actions in any proceeding brought in any State or Federal Court, challenging the City's action with respect to the applicant's project. Section 2. A Building Permit or Business License must be issued and construction or business operations commenced within 24 months from the date of adoption of this Resolution or approval will expire. • Section 3. All applicable requirements of the State, County, City and other Governmental entities must be met. G~~~1~ Section 4. Unless appealed pursuant to the requirements of Article 15-55.080 and 15-90 of the Saratoga City Code, this Resolution shall become effective ten (10) days from ' the date of adoption. PASSED AND ADOPTED by the City of Saratoga Planning Commission, State • of California, this 9th day of June 2004 by the following roll call vote: AYES: NOES: ABSENT: ABSTAIN: Chair, Planning Commission ATTEST: Secretary, Planning Commission This permit is hereby accepted upon the express terms and conditions hereof, and shall have no force or effect unless and until agreed to, in writing, by the Applicant, and Property Owner or Authorized Agent. The undersigned hereby acknowledges the approved terms and conditions and agrees to fully conform to and comply with said terms and conditions within the recommended time frames approved by the City • Planning Commission. Property Owner or Authorized Agent Date • Attachment 2 • E~~~~~3_ RESOLUTION NO. Application No. 03-246 P NING COMMISSION • CITY OF SARATOGA LAN STATE OF CALIFORNIA Golden Gate Doughnuts "Krispy Kreme"; 18562 B Prospect Road WHEREAS, the City of Saratoga Planning Commission has received an application for a Conditional Use Permit and Design Review Approval to demolish the existing 3,960 square foot commercial building and construct a new 4,090 square foot commercial building for a Krispy Kreme Doughnut Store. Maximum height of the structure will not exceed 20 feet. The parcel is 99,237 gross square feet and part of an existing shopping center; and WHEREAS, the Planning Commission has conducted a duly noticed Public Hearing at which time all interested parties were given a full opportunity to be heard and to present evidence; and WHEREAS, the Planning Commission finds the proposed project subject to environmental review under the provisions of the California Environmental Quality Act (CEQA). An environmental impact assessment was prepared for the project and determined that the project would have less than significant impact on the environment. i Based on the environmental impact assessment, a Negative Declaration was prepared and made available for public review from May 17, 2004 to June 7, 2004; and WHEREAS, the Planning Commission finds that all of the findings required within Section 15-55.070 of the City Code can be made in the affirmative in that: The proposed store meets the objectives of the Zoning Ordinance and the purposes of the zoning district in which the site is located, in that the proposed establishment is appropriately located to provide a service for the residents of Saratoga and promote a stable, attractive environment which complements the existing shopping area. The location will also provide a concentration of commercial services for the convenience of the public and the mutual benefit of the other merchants; and • The proposed store will not be detrimental to the public health, safety or welfare, or materially injurious to properties or improvements in the vicinity in that appropriate conditions have been placed on the project to minimize potential impacts and the new building will meet all Fire and Building Code requirements. The applicant has also provided City Staff with a traffic study which has been reviewed by the Ciry Traffic Engineer and found to meet all City requirements; and • The proposed establishment will comply with all applicable provisions of the . Saratoga Municipal Code. ~~~~1~ WHEREAS, the Planning Commission further finds that all of the findings required under the Design Criteria forCommercial Structures can be made in the affirmative in that: • Where more than one building or structure will be constructed, the architectural features and landscaping thereof shall be harmonious. Such features include height, elevations, roofs, material, color and appurtenances. The proposed one-story stucco building will not exceed the 20-foot height limit that is compatible with the rest of the shopping center and other retail centers nearby. The applicant is proposing a hand troweled stucco finish with awnings; trellis and a detailed cornice across the top of the building will provide interest and character to the structure. Other details such as wall sconces, landscaping, and outdoor seating area will provide a pedestrian scale to the building Where more than one sign will be erected or displayed on the site, the signs shall have a common or compatible design and locationalpositions and shall be harmonious in appearance. The proposed Krispy Kreme signage will be the standard corporate colors of white, green and red. The total signage for the building will meet the maximum allowed 40 square feet as defined in the Master Sign Program for the center. Although not counted as signage the applicant is proposing backlit green awnings and a red neon band around the roofline of the building that will attract additional customers to the store during the evenings. • Landscaping shall be clustered in natural appearing groups, as opposed to being placed in rows or regularly spaced • The applicant is proposing an extensive landscape plan around the proposed building and parking area. The plan calls for a combination of bright flowering plants including the installation of four 24" box trees and one 36" box tree. Colors of walls and roofing materials shall blend with the natural landscape and be nonreflective. • The exterior palette will have a combination of three different colors used break up the building mass. The colors will all be nonreflective earthtones except for the green awnings that will accent the building facade. The facade will also have a the base to add interest and define the building entry. Roofing materials shall be wood shingles, wood shakes, tile, or other materials such as composition as approved by the Planning Commission. No mechanical equipment shall be located upon a roof unless it is appropriately screened • No roofing materials will be visible because of the flat roof design. All of the mechanical equipment will be located behind a parapet wall. The flat roof design is compatible with the rest of the center as a stand-alone building. Similar buildings with the flat roof design are situated in two locations on the other side of the street. • The proposed development shall be compatible in terms of height, bulk and design with other structures in the immediate area. ~~~~~5 The one-story structure will not exceed the 20-foot height limit consistent with the other commercial buildings in the area. The stucco exterior, colors and design will be compatible with the character of the surrounding commercial area. • All of the nearby buildings incorporate stucco into the exterior finishes. The design of the building is repeated in two other locations across the street. WHEREAS, the Planning Commission further finds that the proposed project meets the following General Plan Policy: The City shall use the design review process to assure that the new construction and major additions thereto are compatible with the site and the adjacent surroundings. The proposed new building is consistent with the above General Plan Policy in that the proposed project will replace an existing commercial building in an established shopping center in an area surrounded by existing commercial shopping centers. The proposed materials and colors will be in character with the existing commercial buildings in the area. Now, THEREFORE, the Planning Commission of the City of Saratoga does hereby resolve as follows: Section 1. After careful consideration of the floor plan and other exhibits submitted in connection with this matter, the application for a Conditional Use Permit and Design Review approval is hereby granted subject to the following conditions: PLANNING 1. The development shall be located and constructed as shown on Exhibit 'A' date stamped Apri126, 2004, incorporated by reference. All changes to the approved plans must be submitted in writing with plans showing the changes and are subject to the Community Development Director's approval. 2. The following shall be included on the plans submitted to the Building Division for the building and grading permit plan check review process: a. Four (4) sets of complete construction plans incorporating this Resolution as a separate plan page and containing the following: b. The site plan shall be stamped and signed by a Licensed Land Surveyor. c. The site plan shall contain a note with the following language: "Prior to foundation inspection by the City, the RCE or LLS of record shall provide a written certification that all building setbacks are per the approved plans." 3. A storm water retention plan indicating how all storm water will be retained on-site, and incorporating the New Development and Construction -Best Management Practices. If all storm water cannot be retained on-site due to topographic, soils or • other constraints, an explanatory note shall be provided on the plan. 4. The Landscape plan shall be designed with efficient irrigation to reduce runoff, promote surface infiltration and minimize use of fertilizers and pesticides that can contribute to water pollution. .~ . ~~C~~16 5. Where feasible, landscaping shall be designed and operated to treat storm water runoff by incorporating elements that collect, detain and infiltrate runoff. In areas that provide detention of water, plants that are tolerant of saturated soil conditions and prolong • exposure to water shall be specified. 6. Pest resistant landscaping plants shall be considered for use throughout the landscaped area, especially along any hadscaped area. 7. Plant materials selected shall be appropriate to site specific characteristics such as soil type, topography, climate, amount and timing of sunlight, prevailing winds, rainfall, air movement, patterns of land use, ecological consistency and plant interactions to ensure successful establishment. 8. Existing native trees, shrubs, and ground cover shall be retained and incorporated into the landscape plan to the maximum extent possible. 9. Proper maintenance of landscaping, with minimal pesticide use, shall be the responsibility of the property owner. 10. The applicant shall be responsible in contacting the City Staff to make arrangements for the City Arborist to be on site during critical construction activities that may impact any protected trees on site as determined by the Community Development Director. 11. The Planning Commission shall retain continuing jurisdiction over the Conditional Use Permit and may, at any time, modify, delete or impose any new conditions of the permit to preserve the public health, safety, and welfare. 12. The store shall operate as represented on the plans marked Exhibit "A". 13. Any intensification of this use shall require an amended Conditional Use Permit. 14. The property owner shall enter into a landscape maintenance agreement with the County of Santa Clara for the landscaping on County property located in front of the proposed Krispy Kreme Doughnuts Store along Lawrence Expressway. 15. The property owner shall enter into a landscape maintenance agreement with the City of Saratoga for the landscaping on City property located in front of the proposed Krispy Kreme Doughnuts Store along Prospect Road. 16. If required, prior to issuance of Zoning Clearance for the proposed tenant improvements, the owner/applicant shall submit to the Community Development Department verification from the Santa Clara County Health Department showing proof of compliance of the proposed facility with the Health Department's requirements. 17. The proposed use shall at all times operate in compliance with all regulations of the City and/or other agencies having jurisdictional authority over the use pertaining to, but not limited to, health, sanitation, safety, and water quality issues. • 18. The final building color selection shall be a nonreIlective color subject to the Community Development Director's approval. 19. All signage shall conform to the Master Sign Program for the center and shall not exceed a total of 40 square feet. Q4~~~17 20. The applicant shall obtain a Business License from the City of Saratoga prior to opening the store. 21. The applicant shall provide and be responsible for traffic control on an `as needed' basis • for any grand opening or special event or as determined by the City of Saratoga Public Works Director. The applicant/property owner shall close off portions of the parking lot if required by the Public Works Director for additional queuing of vehicles. 22. No outdoor storage of supplies, materials, and equipment or store product shall be allowed. COUNTY OF SANTA CLARA 23. The applicant shall install the sidewalk along Lawrence Expressway site's frontage per current County Roads and Airports Department's Standard Detail B/6 (visit hrrp:/hvw~~r.scc~,ov.or~ go to Roads and Airports Department Standard Detail Manual). This requirement is in accordance with the Comprehensive County Expressway- Implementation Plan, Section 9 Pedestrian Element, dated August 19, 2003. For more details/information on the Implementation Plan visit hrrp:/h~wvw.e~pressways.inEo or httjx/1wF~~~~.scc ov.org. 24. No new trees are to be located within the future sidewalk areas. The alignment of the 10 ft. sidewalk may meander around the existing pine trees to provide a continuous sidewalk on these locations. 25. As shown on the Preliminary Fence Plan, the new fence shall be placed outside the County's road right-of-way. The County shall not be responsible/liable for the proper . maintenance of the proposed new fence. 26. All works within County's right-of-way requires an encroachment permit. PUBLIC WORKS DEPARTMENT 27. The owner (applicant) shall submit Grading and Drainage Plan to the City for review and approval. The Grading and Drainage Plan shall be designed in compliance with requirements of National Pollutant Discharge Elimination System Permit for Santa Clara Basin. 28. Prior to issuance of a Grading Permit, the applicant shall file a Notice of Intent (NOI) with the Regional Water Quality Control Board to obtain coverage under the State General Construction Activity NPDES Permit. Satisfactory evidence of the filing of the NOI shall be furnished to the Ciry Engineer. The applicant shall comply with all provisions and conditions of the State Permit, including preparation and implementation of a Storm Water Pollution Prevention Plan (SWPPP). Copies of the SWPPP shall be submitted to the City Engineer prior to issuance of the Grading Permit and maintained on site at all times during construction of the site improvements. 29. The owner (applicant) shall replace the driveway approach at Prospect Road and replace and/or repair sidewalk along Prospect Road frontage per directions of the City • Engineer. Encroachment Permit shall be issued for the work in the City right-of-way. 30. Traffic Impact Analysis shall be prepared by a licensed engineer and approved by the City Traffic Engineer prior to Zone Clearance. ~~`~~~8 31. All building and construction related activities shall adhere to New Development and ' Construction -Best Management Practices as adopted by the City for the purpose of preventing storm water pollution. CITY ARBORIST 32. All recommendations in the City Arborist's Reports dated February 3, 2004 shall be followed and incorporated into the plans. This includes, but is not limited to: a. The Arborist Reports shall be incorporated, as a separate plan page, to the construction plan set and the grading plan set and all applicable measures noted on the site and grading plans. b. Five (5) ft. chain link tree protective fencing shall be shown on the site plan as recommended by the Arborist with a note 'to remain in place throughout construction.' The fencing shall be inspected by staff prior to issuance of a Building Permit. c. A note shall be included on the site plan stating that no construction equipment or private vehicles shall park or be stored within the dripline of any ordinance protected trees on the site. CITY ATTORNEY 33. Applicant agrees to hold Ciry harmless from all costs and expenses, including attorney's fees, incurred by the City or held to be the liability of City in connection • with City's defense of its actions in any proceeding brought in any State or Federal Court, challenging the City's action with respect to the applicant's project. Section 2. A Building Permit or Business License must be issued and construction or business operations commenced within 24 months from the date of adoption of this Resolution or approval will expire. Section 3. All applicable requirements of the State, County, City and other Governmental entities must be met. Section 4. Unless appealed pursuant to the requirements of Article 15-55.080 and 15-90 of the Saratoga City Code, this Resolution shall become effective ten (10) days from the date of adoption. PASSED AND ADOPTED by the City of Saratoga Planning Commission, State of California, this 9th day of June 2004 by the following roll call vote: AYES: NOES: ABSENT: • ABSTAIN: QQ~~1:~ Chair, Planning Commission ATTEST: Secretary, Planning Commission This permit is hereby accepted upon the express terms and conditions hereof, and shall have no force or effect unless and until agreed to, in writing, by the Applicant, and Property Owner or Authorized Agent. The undersigned hereby acknowledges the approved terms and conditions and agrees to fully conform to and comply with said terms and conditions within the recommended time frames approved by the City Planning Commission. Property Owner or Authorized Agent Date • ~~v~zo • Attachment 3 • • CITY OF SARATOGA INITIAL STUDY and NEGATIVE DECLARATION 1. Project Title: Applk:ation No, 03-246 2. Lead Agency Name 8 Address: City of Saratoga, CommuMty Developmer~ Departlnertt . 13777 Fruitvale Avenue, Saratoga, CA 95070 3. Contact Person 8 Phone d John F. Livingstone, Assodate Planner 4f18.868.1231 4. Project Location 18562 B Prospect Road 5. Project Sponsor's Name 8 Address: Golden Gate Doughnuts. LLC 121519' Street, Suite 210 Sacxarnento CA 95814 6. General Plan Destgnatlon2oning: CR Commercial Retain CN Commercial Neighborhood, wNh an overlay zone for Drive-Through Services 7. Description of Project: (Describe the whole action involved, includfiip~ but not lim/ted b later phases cif the pry and any secondary, support, or off-site features necessary for its imp/ementatkn. Attach additional. sheets ~ necessary.) The applicant is requesting approval of a Design Review and a Conditional Use Permit to Demolish the existing 3,960 square foot commercial building and. construct a new 4,090 square foot commercial building. Maxirrt~n height of tl» structure will not exceed 20 feel The parcel is 99,434 gross square feet. 8. Surrounding land uses and setting: (Briefly describe the project's surroundings.) The project site is located in an existing commercial shopping center. The new building will be looted on the corner between Lawrence Expressway and Prospect Road. The site is across the expressway from a focal high school and adjacent to other commercial uses on the east side of the parcel and north across Prospect Rued. 9.Other agencies whose approval is required (e.g., permits, financing approval, or partlcipatfon agreement): The parcel is adjacent to Santa Clara County's Lawrence Expressway and the City of San Jose border on Prospect Road. Both agencies have been forwarded plans for review. No comments have been received. ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED: The environmental factors checked below would be potentially affected by this project. involving at least one impact that is a "POTENTIALLY SIGNIFICANT IMPACT" as indicated by the checklist on the following pages. O Aesthe8a ^ Agriculture Resouroes O Air C,>~Ilty O Biological Resources O Cultural Resources ~ ~k~y~ O Haza~cta b Hazardous Materials O Hydrology/Water t]uaUty 0 rand UsNF'Iar~N~p O Mineral Resowces ^ Nofae f] PopulatioMioneMp O PubNc Services. ^ Recreatlon ~ Transporfsffon/rrafAc O UtilitieslServia Systems O Mandabry Flndinga of Significance O Noma • ~~~~22' DETERMINATION: On the basis of this initial evaluation: I find that the proposed projed COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared. X I find that although the proposed project could have a significant effect on the environment, there will not be a significant effect in this case because revisbns in the project have been made or agreed to by the projed proponent. A MfTIGATED NEGATIVE DECLARATION wUl be prepared. I find that the proposed projed MAY have a significant effect on the environment, and an ENVIRONMENTAL IMPACT REPORT Is required. I find that the proposal MAY have a 'potentially significant impact' or'potentlaNy significant unless mitigated' inipad on ttts environment, but at least one effect 1) has been adequately analyzed in an earlier document pursuant b appficabls fepaf standards, and 2) has been addressed by mitigatbn measures based on the earlier analysis as described on attad>•d sheets. An ENVIRONMENTAL IMPACT REPORT fs required, but it must analyze ony the effects that remain to tl~ addressed. I find that although the proposed projed could have a significant effect on the environment, because all potentlaly slgnitkant effects (a) have been analyzed adequately in an earlier EIR or NEGATIVE DECLARATION pursuant b appNcabM standards, and (b) have been avoided or mitigated pursuant to that earlier EIR or NEGATIVE DECLARATION. indudirp revisions a that are imposed upon the proposed projed, nothing further fs required. mitjgatbn measures C Slpna4rre Dad Thomas sunlvan, AICP, t;om. Dev. Director printed Name CanmunNy Development Department For EVALUATION OF ENVIRONMENTAL IMPACTS: ~. A brief explanatlon fa required for aN answers except "No Impact' answers that are adequately supported bythe Mfonnalbn so4~ress a lead agencyeilee Iw the paronthesea following each questlon. A'No Impact' question k adequately supported b the referenced informaton souvas alww that ras irr~aat almpy does not apply to projects like the one involved (e.g., the projed falls outskfe a fault rupture zone). A "No Impact" answer should lie expleM~ed whero N fa based on projed-spedfic factors as weN as general standards (e.g., the projed wiN not expose aensM)ve receptors b poNutarrts, based on a projed-spedfic acroening analy:M). ~. All answers must take account of >he whole adios involved, inducting off-ake as weN as on-silo, crunulative as weN as projed-Isvsl, indirect as wsN s~s direct. and construction as well as operations Impacts. 3. Once the lead agency has determined that a particular physical impact may occur, and then the d~edcNat answers must krdlcate whMher the knead k potentlally significant, leas than significant with mitigator, or less than significant 'Potentially Significant Impact" fs appropriate M 1Mre is subslaMW evidence that an effect maybe significant. N them aro one or more "Potentally Significant Impact' entrka when the determinafiao f: made, an EIR fs required. 4. "Negative Dedaratlon: Lela Than Significant with Mitgatbn Incorporated' applies where the k~oorporatbn of mitigation measures ha: reduced an effect from ~otentlaly Significant Impact" to a "Less than Significant Impact.' The lead agency moat describe fife mitlgation measures, and txiefiy e~lain how they reduce the effect to a less than significant level (mitigation measures from Section XVII, "Earler Analyses', maybe aces-nebrortoed.) 5. Earlier analyses may be used where, pursuant to the tiering, program EIR, or other CEQA process, an effect has been adequately analyzed M> an earMar EIR or negatlve dedaratfon. Section 15063(c) (3) (D). In this case, s brief discussion should idenfify the fdbwkrp: a) Earlkr Analysis Used. IdentHy and state where they are availabb for review. b) Impacts Adequatey Addressed. Identify which effects from the above checklist wero witMn the scope of and adequately analyzed in an earlier document pursuant to applik:abb legal standards, and state whether such effects wero addressed by mitlgatbn measures based on the earler analysis. c) Mitgaton Meaauroa. Fa effects that are'Leaa than Significant with Mitigation Measures Incorporated; describe the mitigator meaauros whkh were Incorporated or refined from the earlier document and the extent to.which they address site-spedfic oondNions frx the projed. 6. Lead agendas are encouraged to Incorporate into the checklist references to information sources for potentlal impacts (e.g., general plans, zonirp ordinances). Reference to a previous prepared or outside document should, where appropriate, indude a reference to the page or pages where ttte statement is substantlsted. 7. Supporting Information Sources: A source list should be attached, and other sources used or individuals contacted should be dted in the discussion. The explanation of each issue should identify: e) The significance criteria or throshold, if any, used to evaluate each question; and b) The mitigation measuro fdentlfied, if any, to reduce the impact to less than significance. ~~~3~D~3 • • Less Than SIgnlNcant Potentially With Less Than bsues (and Supporting Information Services): SiBn/tlcant M/tlgst/on SIgnlRcant No Impact Incorporated Impact Impact I. AESTHETICS. Would the project: a) Have a substantial adverse effect on a scenic vista? X (Source #1,2,4) b) Substantially damage scenic resources, inducting, but not limited to, trees, rods outcroppings, and ' historic buildings within a scenic highway? (Souroe X #2) e) Substantially degrade the existing visual character or quality of the site and its surroundings? (Source #2,4) X d) Create a new source of substantial Tight or glare, which would adversely affect day or nighttime views in the area? (Source #2,4) X Discussion of Aesthetics Impacts: The proposed building will replace an existing building in approximately the same location and will not change the visual character of the surround~g area. The proposed structure w~l not affect a scenic vista and is not located on a scenic'highway. The lighting associated with the project wfU be similar to that of existing structures and other commercial buildings in the area. The project Is proposing to remove several trees on the site. The trees have been reviewed by the City Arborist and not deemed substantial; As part of the project's conditions of approval the applicant is being required to meet all of the recommendations in the Arborist Report which includes replacement trees of equal value to the trees being removed. II. AGRICULTURE RESOURCES: In determining whether impacts to agricultural resources are signiFcant environmental effects, lead agencies my refer to the Callfomia Agriculture/ Land Evaluation and Site Assessment Model (1997) prepared by the California Dept. of Conservation as an optional model to use In assessing impacts on agriculture and farmland: Would the project' a) Convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance (Farmland), as shown on-the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to non-agricultural use? (Source #2) b) Conflict with existing zoning for agricultural use, or a Williamson Act contract? (Source #2) c) Involve other changes in the existing environment, which, due to their location or nature, could result in conversion of Farmland, to non-agricultural use? (Source #2) Discussion of Agriculture Resources Impacts: No discussion is required. X r ~ U III. AIR QUALITY: Where available, the significance criteria established by the Bay Area Air Quality Management District (BAAQMD) maybe relied upon to make the following determinations. Would the project: a) Conflict with or obstNCt implementation of the X applicable air quality plan? (Source #S) X X • • .~ Less Than S1gn-flcant • Potentially tMth less Than Issuos (and Supporting Information Services): Slgniflcant Mitlga8on S-gnMgM No Impact Incorporated Impact Impact b) Violate any air quality standard or conMbute substantially to.an existing or projected air qualfty X violation? (Source #8) c) Resun in a cumulatively considerable net increase of any criteria pollutant for which the project region is non-attainment under an applicable federal or state ambient air quality standard (induding releasing emissions which exceed quantitaWe X thresholds for ozone precursors)? (Source #t3) d) Expose sensible receptors to substantial pollutant X concentrations? (Source #8) e) Create objectionable odors affecting a substantial number of people? (Source #8) X Discussion of Alr duality Impacts: The project may result in temporary dust and odor emissions during the temporary construction activities. These impacts would be associated with the construction and demolition activities. The Clty of Saratoga's standard conditions for issuance of grading and building permits require that dust control measures be employed at the site to reduce emissions to acceptable levels during construction and demoliton. •IV. BIOLOGICAL RESOURCES. Would the project: e) Have a substantial adverse effect, either directly through habitat modfficationa, on any species identified as a candidate. sensitive. or special status species in local or regional plans, policies, or regulations, or by the Calffomia Dept. of Fish and Game or U.S. Fish and Wildlife Service? (Source #2) b) Have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local'or regional plans, policies, and regulations or by the Calffomia Dept. of Fish and . Game or U.S. Fish and Wlidiffe Service? (Source #2) X X c) Have a substantial adverse effect on federally protected wetlands as defined by Section 404 of the Clean Water Act (including, but not limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling, hydrological interruption, or other X means? (Source #2) d) Interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory • wildlffe corridors, or impede the use of native wildiffe nursery sites? (Source #2) X ~~~~J25 • Leas Than Sipnlllcant Potentially YVlth Less Than Issues (and Supporting Information Services): SIynJBcant Mitlpatlon SJgniRcant ivo Impact Incorporated. Impact Impact e) Conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance? (Source #2) X fj Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan? (Source ~) X Discussion of Biological Resources Impacts: The site does no pt usus port State or Federally protected wildlife and is an existing commercial center. Grazing and migration patterns of wildlife would not be affected. The project is proposing to remove several trees on the site. The trees have been reviewed by the City Arborist and not deemed substantial. As part of the project's conditions of approval the applicant is being required to meet all of the recommendations in the Arborist Report which includes replacement trees of equal value to the Uees being . removed. V. CULTURAL RESOURCES. Would the pmjed: a) Cause a substantial adverse change in the significance of a historical resource as defined in • §15064.5? (Source #2,5) X b) Cause a substantial adverse change in the sign~cance of an archaeological resource as defined in §15064.5? (Source #2) X c) Directly or indirectly destroy a unique paleontological resource or site or unique geologic feature? (Source #2) X d) Disturb any human remains, including those interred outside of formal cemeteries? (Source #2) X Discussion of Cultural Resources Impacts: The site is not ident~ed as one probable of having human remains. Should any remains be found during construction all activities would be stopped and the City notified, local and State Historic and/or Native American Heritage Commission would be contacted and the appropriate steps be taken. The site does not contain a unique paleontological resource or site or unique geologic features as is demonstrated by site visits, and review of the General Plan. VI. GEOLOGY AND SOILS: Would fhe project: a) Expose people or structures to potential substantial adverse effects, including the risk of loss, injury, or death involving: (Source #2,7) X • ~~`~~J26 • :• 1 Less Than Potentially SlBnitlcant ti S i S18niflcant With Lesa Than Miti~atlon S/gnHlcsnt No on erv ces): Issues (and Supporting Informa Impact Incorporated Impact Impact i) Rupture of a known earthquake fault, as delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other . substantial evidence of a known fault? Refer to Div. of Mines and Geology Pub. 42. (Source X #1,2,7) ii) ~ Strong seismic ground shaking? (Source X #1,2,7) __ Iii) Seismic-related ground failure, including liquefaction? (Source #1,2,7) X iv) Landslkies? (Source #1,2,7) X b) Result in substantial soil erosion or the loss of topsoil? (Source #1,2,7) X c) Be located on a geologic unit or soil that is unstable, or that would become unstable as a resuR of the . project, and potentialy result in on- or off-site landslide, lateral spreading, subsidence, liquefaction or collapse? (Source #1,2,7) X • d) Be located on expansive soil, as defined in Table 18-1-B of the Unfform Building Code (1997), creating substantial risks to Iffe or property? (Source #1,2,7) X e) Have soils incapable of adequately supporting the use of septic tanks or alternative wastewater disposal systems where sewers are not available for the disposal of wastewater? (Source #1,2,7) X -- Discussion of Geology and Soils Impacts: The entire Bay Area is seismically active. No known faults cross the project site, therefore fault rupture at the site is very unlikely, but theoretically possible. The project, ff approved, would be required to be constructed to meet all the current and applicable Unfform Building Code and Safety Codes standards, which would minimize seismic risk to the maximum extent possible. VII. HAZARDS AND HAZARDOUS MATERIALS: Would the project: a) Create a significant hazard to the public or the environment through the routine transport, use, or . disposal of hazardous materials? (Source #2) X b) Create a significant hazard to the public or the environment through reasonably foreseeable upset • and accident conditions involving the release of hazardous materials into the environment? (Source #2) X • • Lass Than SlynMcant • PotenUslly Wlth Less Thaw Issues (and Supporting Information Services): S/pniflgnt MlBUatlon S/gnMcant No Impact Incorpont~ad Impact Impact c) Emft hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of an existing or proposed X school? (Source #2) d) Be located on a site which is inducted on a list of hazardous materials sites compiled pursuant to Gov. Code Section 65962.5 and, as a result, would it create a significant hazard to the public or the environment? (Source #2) e) For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project result in a safety hazard for people residing or working in the project area? (Source #2) X X f) Impair implementation of or physically interfere with an adopted emergency response plan or emergency evacuation plan? (Source #1,2) X g) Expose people or structures to a significant risk of loss, injury, or death involving wildland fires, inducting where wildlands are adjacent to urbanized areas or where residences are intermixed with X wildlands? (Source #1,2) Discussion of Hazards and Hazardous Materials: Activities at the site would be those associated with a commercial food service use. Manufacturing or large-scale use of toxic and hazardous materials would not occur. Small-scale use of hazardous or toxic materials such as household deansers would be used. No impact to hazardous or toxic upset would occur because of the activities on the site. Standard conditions of project approve identified by the Fire District are sufficient to reduce the fire risk. VIII.HYDROLOGY AND WATER C>!UALITY: Would the project: a) Violate any water quality standards or waste discharge requirements? (Source #2,9) b) Substantially deplete groundwater supplies or interfere substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table level (e.g., the production rate of pre-existing nearby wells would drop to a level which would not support existing land uses or planned uses for which permits have been granted)? (Source #2,9) X X • C7 ~~~~~2~ , • `l Less Than • Slgnfflcant Potent/alty With Less Than Issues (and Supporting Information Services): S18n/flcant Mitlflatlon SlflnMcant No Impact Incorporated Impact Impact c) Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, in a manner, which would result in substantial erosion or siltation on- or off-site? (Source #2) d) Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, or substantialy increase the rate or amount of surface runoff in a manner, which would result in flooding on- or ofI site? (Source #2) e) Create or contribute runoff water which would exceed the capacity of existing or planned storm water drainage systems or provide substantial additional sources of polluted runoff? (Source #2,9) f) Otherwise substantially degrade water? (Source #2) X X X X • g) Place housing within a 100.year flood hazard area as mapped on a federal Flood Hazard Boundary or Flood Insurance Rate Map or other flood hazard X delineation map? (Source #1,2,3) --- h) Place within a 100-year floor hazard area structures, which would impede or redirect flood flows? (Source #1,2,3) X i) Expose people or structures to a significant risk of loss, injury or death involving flooding, including flooding because of the failure of a levee or dam? (Source #2) X j) Inundation by seiche, tsunami, or mudflow? (Source ~~ X Discussion of Hydrology and Water Gluality Impacts: The project site is not located within a flood zone. There is no levee or dam near the project. Grading would be performed as identified in the grading plan that has been reviewed by the City Engineer. Conditions for the project require proper storm water management practices. IX. BAND USE AND PLANNING: Would the project: a) Physically divide an established community? (Source #2) X • ~~~~~ 8 • `1 Less Than Potentla/ty SlgnlfJcant Wlth Less Than • issues (and Supporting Information Services): Slpn/flcant Mit/gat/on Slgn-tlcant No Impact Incorporated Impact Impact b) Conflict with any applicable land use plan, policy, or regulation of an agency with jurisdiction over the project (including, but not limited to the general plan, specific plan, local coastal program, or zoning X ordinance) adopted for the purpose of avoiding or mitigating an environmental effect? (Source #2) c) Conflict with any applicable habitat conservation plan or natural community conservation plan? (Source #Z) X Discussion of Land Use and Planning Impacts: The site is planned and zoned for commercial uses. The proposed project conforms to all policies of the General Plan and Zoning for the site. The project requires a Conditional Use Permit for the restaurant use and hours of operation. X. MINERAL RESOURCES. Would the pro%ecL a) Result in the loss of avagability of a known mineral resource that would be of value to the region and the residents of the state? (Source #2) X b) Result in the loss of availability of a locally important mineral resource recovery site delineated on a local general plan, specific plan or other land use plan? • (Source #2) X Discussion of Energy and Mineral Resources Impacts: a) There are no known mineral resources within .the City limits. XI. NOISE. Would the project result In: a) Exposure of persons to or generation of noise levels in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies? (Source #1,2) b) Exposure of persons to or generation of excessive groundbome vibration or groundbome noise levels? (Source #1,2) c) A substantial permanent increase in ambient noise levels in the project vicinity above levels existing without the project? (Source #1,2) d) A substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the project? (Source #1,2) X X X X ~~~~~Q ' Less Than Slynll9cant Potentially lMth less Than Issues (and Supporting Information Services): SlBn-Bcant Mltipation SignMcsnt f11o Impact IncorporatQal Impact Impact e) For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels? X (Source #1,2) Discussion of Noise Impacts: The site is not within an airport zone. The demolition and construction of the structure would increase noise in the project area temporarily during construction. The construction and demolition activities would be required to conform to the City's Noise Ordinance. Construction noise would not be a significant impact. XII. POPULATION AND HOUSING: Would the project: s) Induce substantial population growth in an area, either directly (for example, by proposing new homes and businesses) or indirectly (for example. through extensbn of roads or other infrastructure)? X (Source #1,2) b) Displace substantial numbers of existing housing, necessitating the construction of replacement X • housing elsewhere? (Source #1,2) c) Displace substantial numbers of people, necessitating the construction of replacement X housing elsewhere? (Source #1,2) Discussion of Population and Housing Impacts: No discussion is required. The proposed project will be replacing an existing commercial building and is not in a residential zone. XIII.PUBLIC SERVICES: a) Would the proposal result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities. need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service retios, response times or other performance objectives for any of the public services: (source # 1,2) Fire Protection? X Police Protection? X Schools? X Parks X Other public facilities? X ' • Less Than ' Potentially Significant With Less Than Issues (and Supporting Information Services): Significant Impact M/tigation S/gnMcant No Incorporated Impact Impact Discussion of Public Services Impacts: The proposed project would not result in an impact to public services. Infrastructure, City services, and schools are in place to serve the structure. XN. RECREATION: a) Would the project increase the use of existing neighborhood and regional parks or other. recreational facilities such that substantial physical deterioration of the facility would occur or be X accelerated? (Source #2) b) Does the project include recreational facilities or require the construction or expansion of recreational facilities, which might have an adverse physical o~ro~ r,~ the environment? (Source #21 Discussion of Recreation Impacts : No discussion is required. The proposed project will replace an existing commercial building. XV. TRANSPORTATION/TRAFFIC: Would the project: a) Cause an increase in traffic, which is substantial in relation to the existing traffic load and capacity of the street system (i.e., result in a substantial increase in either the number of vehicle trips, the volume to capacity ratio on roads, or congestion at intersections)? (Source #2,10) X X b) Exceed, either individually or cumulatively, a level of service standard established by the county congestion management agency for designated roads or highways? (Source #2,10) X c) Result in a change in air traffic patterns, including either an increase in traffic levels or a change in location that result in substantial safety risks? (Source # 2) X d) Substantially increase hazards due to a design feature (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment)? (Source # 2,7,10) X • e) Result in inadequate emergency access? (Source #2,6,7,10) X f) Result in inadequate parking capacity? (Source X ~~ ~~~~~2 ~ ! Less Than S18nHlcant Potentially IIHiW Less Than Issues (and Supporting Information Servlcas): Significant Mltlyatlon Signifcant No Impact .Incorporated Impact Impact #2,10) -~ g) Conflict with adopted policies, plans, or programs supporting alternative transportation (e.g., bus X turnouts, bicycle racks)? (Source #2,10) Discussion of Transportation/Circulation Impacts: The proposed project will replace an existlng commercial building. There will be a temporary increase in vehicle traffic related to the demolition and construction of the new building. This impact is not considered significant and will discontinue upon completion of the structure.. The grand opening of the new tenant may cause temporary traffic congestion. A condition of project approval is that the applicant provide extra personnel on site to assist with traffic congestion during the grand opening and/or special events. A contingency plan has been prepared to address grand opening traffic congestion. The traffic study found the project design to adequately accommodate vehicular and pedestrian access and on site circulatbn and not have a significant increase to traffic generation. XVI. UTILITIES AND SERVICE SYSTEMS. Would the project: a) Exceed wastewater treatment requirements of the Regional Water Quality Control Board? (Source #7) b) Require or result in the construction of new water or wastewater treatment facilities or expansion of existing facilities, the construction of which could cause significant environmental effects? (Source #7) X c) Require or result in the construction of new storm water drainage facilities or expansion of existing facilities. the construction of which could cause significant environmental effects? (Source #2,7) X d) Have sufficient water supplies available to serve the project from existing entitlements and resources. or are new or expanded entitlements needed? (Source X #6) e) Result in a determination by the wastewater treatment provider, which serves or may serve the project that it has adequate capacity to serve the project's projected demand in addition to the provider's existing commitments? (Source #7) X X f) Be served by a landfill with sufficient permitted capacity to accommodate the project's solid waste . disposal needs? (Source #2,7) 12 X ~~~~~~ ' • Less Than SlgnMcsnt Potentially With Lesa Than Issues (and Supporting Information Services): Significant Mitigation SlgnHlcsnt No impact Incorporated impact Impact g) Comply with federal, state, and local statutes and regulations related to solid waste? (Source #2,7) g Discussion of Utilities and Service Systems Impacts: Water, wastewater and solid waste disposal are available to serve the site. XVII. MANDATORY FINDINGS OF SIGNIFICANCE. a) Does the project have the potential to degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory't X b) Does the project have impacts that are individually limited, but cumulatively considerable? ("Cumulatively considerable" means that the incremental effects of a project are considerable when viewed in connection with the effects of past projects, the effects of other current projects, and X the effects of probable future projects.) c) Does the project have environmental effects, which will cause substantial adverse effects on human beings, either directly or indirectnR X SOURCE LIST: 1. City of Saratoga General Plan 2. Planner's knowledge of the project area and proposed development 3. FEMA Flood Insurance Map, Community Number 060351, July 3, 1997 4. City of Saratoga Zoning Ordinance 5. City of Saratoga Municipal Code 6. Santa Clara County Fire 7. City of Saratoga Public Works Department 8. Bay Area Air duality Management District (BAAOMD) Guidelines 9. Bay Area Storm Water Management Agencies Association Guide 10. Krispy Kreme Doughnut Store Transportation Impact Analysis Report by Hexagon Transportation Consultants Inc. dated February 20, 2004 • ~~~~3g~ 13 • Attachment 4 • ~~~~35 • • • Krispy Kreme Doughnut Store Saratoga, California Transportation Impact Analysis Prepared for: Krispy Kreme Doughnuts Prepared by: Hexagon Transportation Consultants, Inc. February 20, 2004 04jeo2 JAE D:~Projects~Krispy Kreme - SaratogaUteport~Krispy Kreme TIA.doc ~~ ~~~~ Table of Contents ... Executive ummary ..................................................................................................................................tu 1. Introduction .......................................................................................................................................1 2. Existing Conditions ...........................................................................................................................7 3. Background Conditions .....................................................................................................................13 4. Project Conditions .............................................................................................................:...............16 5. Conclusions ....................................................................................................................................... 26 Appendices Appendix A: Traffic Counts Appendix B: Volume Summary Tables Appendix C: Level of Service Calculations Appendix D: Initial Traffic Assessment by Omni-Means List of Tables Table ES 1 Intersection Level of Service Summary ............................................................................ iv Table 1 Intersection Level of Service Defmitions Based on Delay ........................................................ 6 Table 2 Existing Intersection Levels of Service ................................................................................... 12 Table 3 Background Intersection Levels of Service ............................................................................. 15 Table 4 Project Trip Generation Estimates ........................................................................................... 19 Table 5 Project Intersection Levels of Service ..................................................................................... 22 List of Figures Figure 1 Site Location ............................................................................................................................. 2 Figure 2 Site Plan .................................................................................................................................... 3 Figure 3 Existing Transit Service ............................................................................................................ 9 Figure 4 Existing Lane Configurations .................................................................................................. 10 Figure 5 Existing Traffic Volumes ........................................................................................................ 11 Figure 6 Background Traffic Volumes .................................................................................................. 14 Figure 7 Project Trip Distribution and Assignment ............................................................................... 20 Figure 8 Background Plus Project Traffic Volumes .............................................................................. 21 • • Hexagon Transportation Consultants, Inc. ii Krispy Kreme Doughnut Store -Saratoga, Ca/ilomia • Executive Summary This report presents the results of the traffic impact analysis conducted for the proposed Krispy Kreme doughnut store located on the southeast corner of Lawrence Expressway and Prospect Road in Sazatoga, California. The proposed project is a 4,090 square foot (s.f.) doughnut store, which would replace an existing 3,960 s.f. retail building that is currently used as arug-supply store. The proposed building would share the site and the parking lot with an existing 16,500 s.f. commerciaUretail building. Access to the site is provided via an existing right-tum only driveway on Prospect Road. The site also has a driveway on Lawrence Expressway, which is gated and reserved for emergency use only. Pazking for the project will be provided on site. The project site is located within the City of Saratoga, however, all of the surrounding study intersections are within the jurisdiction of the City of San Jose. Therefore, the potential impacts of the project were evaluated in accordance with the standards set forth by the City of San Jose. The study included an analysis of AM peak-hour traffic conditions at four signalized intersections. Afuture-conditions analysis according to Santa Clara County's Congestion Management Program (CMP) standards is not required because the project would not generate 100 or more new peak-hour trips. Project Trip Generation Through empirical research, data have been collected that correlate to common land uses their propensity for producing traffic. Thus, for the most common land uses there are standazd trip generation rates that can be applied to help predict the future traffic increases that would result from a new development. However, trip generation rates are not published for a land use that is compazable to the proposed project. In order to determine applicable trip generation rates for the proposed Krispy Kreme doughnut store, trip generation surveys were conducted at the Mountain View and Union City Krispy Kreme stores. These surveys were conducted by Omni-Means as part of an initial traffic assessment of the project. Upon reviewing the initial trip generation data, the City of Saratoga determined that the proposed project would not generate enough traffic during the evening peak period (4:00 PM to 6:00 PM) to significantly affect traffic conditions in the study area. Therefore, traffic conditions at the intersections were analyzed only for the weekday AM peak hour of traffic. The average AM peak-hour trip generation rate from the surveys is 29.85 trips per 1,000 s.f. of building area. The total vehicle trips generated by the proposed Hexagon Transportation Consultants, Inc. iii Krispy Kreme Doughnut Store -Saratoga, Calilomia Krispy Kreme doughnut store are referred to as gross trips. On the basis of the surveyed trip generation rates, the proposed project is estimated to generate 122 gross AM peak-hour trips. A portion of the total traffic drawn to the doughnut store will be made up of traffic that is akeady on the roadway system that will stop at the store while passing by. For this analysis, it is assumed that 25% of the peak-hour trips associated with the project will be pass-by trips and 25% will be diverted-link trips (a combined 50% reduction). These assumptions provide for a contrastive analysis since data published by the Institute of Transportation Engineers suggest that the proportion of total project trips that are pass-by and diverted-link trips at fast-food restaurants with drive-through windows (a land use similaz in trip generation characteristics to the proposed project) could be as high as 49% and 28%, respectively (a combined 77%a reduction). Justification for applying the pass-by and diverted-link trip reductions is founded on the observation that these trips aze not actually generated by the store, but are already part of the ambient traffic levels. Pass-by and diverted-link trips are calculated by multiplying the appropriate percentage by the gross peak-hour trips associated with the project. Credit was taken for the pass-by and diverted-link trips by reducing the gross trip generation by the values of the pass-by and diverted-link trips. After making these adjustments, the proposed project would generate 62 net AM peak-hour trips (31 inbound and 31 outbound). Note that the traffic analysis does not take credit for the traffic that is produced by the existing rug store, which would be replaced by the project. The reason for this is that the building was previously used as a seasonal sales store and may not have been occupied when some of the intersection count data were collected ,thus making such a reduction could result in an underestimate of project impacts. Project Intersection Level of Service Impacts The results of the intersection level of service analysis show that none of the signalized study intersections would be significantly impacted by the project. Table ES-1 summarizes the results of the intersection level of service analysis for each study scenario and for each of the study intersections. Table ES 1 Intersection Level of Service Summary Existing Background Project Conditions Average Average Average Crlt. Delay Peak Count Delay Delay Delay Crit. V/C Change Intersection Hour Date (sec) LOS (sec) LOS (sec) LOS Change (sec) Saratoga Av and Prospect Rd/Campbell Av' AM 9/17/02 34.8 C 37.6 D 37.6 D +0.005 +0.2 Lawrence Expwy and Prospect Rd' AM 1/27/04 88.7 F 92.7 F 93.1 F +0.001 +1.2 Lawrence Expwy/Quito Rd and Saratoga Av' AM 2/20/03 45.8 D 43.3 D 43.7 D +0.007 +0.8 Westgate West Driveway and Prospect Rd AM 1/27/04 12.3 B 13.9 B 15.1 B +0.019 +2.0 • Denotes CMP intersections. Site Access and On-Site Circulation A review of the project site plan was performed to determine if adequate site access and on-site circulation aze provided and to identify any access or circulation issues that should be improved. The site Hexagon Transportation Consultants, Inc. iv Krispy Kreme Doughnut Store -Saratoga, California ,,,,nn 'a.1 ~.a ~Qv plan review indicates that the design of the site is adequate to accommodate vehiculaz and pedestrian access and on-site circulation. However, the recommendations presented below are offered to further improve pedestrian safety on the site. Recommended Improvement It is recommended that landscaping and signage in the azea between the drive-through entrance and the pedestrian crossing be kept to a height of 3.5 feet or less. This will increase pedestrian safety by promoting better visibility of pedestrians in the area. Additionally, appropriate signage and pavement markings could be installed at the drive-through entrance to draw attention to the pedestrian crossing. Vehicle Queuing at the Drive-Through. Window Drive-through queuing surveys conducted at the Union City and Mountain View Krispy Kreme doughnut stores indicated that the maximum observed vehicle queue in the drive-through lane was five vehicles. The two observed stores are close in size to the proposed project, thus, it is reasonable to assume that the maximum vehicle queue in the drive-through lane at the proposed project also would be five vehicles. Based on the proposed site design, the drive-through lane is approximately 190 feet long from the entry point to the drive-through window. This length is sufficient to accommodate nine to ten queued vehicles without interfering with traffic circulation in the parking lot. Thus, the design of the drive-through lane is sufficient to accommodate the expected maximum vehicle queue at the drive-through window. On-Site Parking The pazking lot on the site, which would be shared by the existing commerciaUretail building, provides 103 automobile pazking spaces (including five handicap spaces). Because a significant portion of the customers at Krispy Kreme doughnut stores are served by the drive- through window and because of the high turn-over nature of the service provided, the proposed project would have a parking demand similaz to that of an intensive retail development, rather than a restaurant. Moreover, the proposed project would share the site with another retaiUcommercial building on the site, forming a group of buildings that makes up a single retail center. Thus, the City's parking requirement for Intensive Retail developments should be applied to the site, including the proposed Krispy Kreme store. The City of Saratoga Municipal Code species that the pazking requirement for Intensive Retail developments is one space per 200 s.f. of floor area. Based on the City code, the pazking supply for the site should include 103 auto parking spaces to adequately serve the 20,590 s.f. of combined retaiUcommercial space. Thus, the proposed pazking supply for the site satisfies City pazking requirements. According to the Americans with Disabilities Act (ADA) requirements, parking lots with 101 to 150 total automobile parking stalls shall provide at least five handicap pazking stalls. The five handicap stalls proposed on the project site satisfy ADA requirements. A review of the parking lot design indicates that the dimensions of the proposed parking stalls on the site satisfy City of Saratoga Parking Code requirements. Hexagon Transportation Consultants, Inc. v Krispy Kreme Doughnut Store -Saratoga, California ~ ~ , ~ ~ f~Q ' Bicycle and Pedestrian Circulation Bic cle facilities would not be affected b the ro'ect. The r ' y y p ~ p o~ect would not result in any physical change to these facilities, and the additional demand for bicycle facilities generated by the project would be met by existing bicycle facilities in the project azea. Existing pedestrian facilities in the study azea are adequate to accommodate project-generated pedestrian traffic. Additionally, on-site pedestrian facilities would be connected to the existing sidewalk on Prospect Road providing an access point to the site for pedestrians. Neazby Prospect High School generates a sign~cant amount of pedestrian traffic on Prospect Road during school start and end times. The proposed on-site pedestrian facilities and connections to the sidewalk on Prospect Road are adequate to accommodate the potential pedestrian activity associated with the school. Transit Service The project would not have an adverse affect on transit service in the project azea. No transit routes would be affected by the development of the proposed project. C: Hexagon Transportation Consultants, Inc. Krispy Kreme Doughnut Store -Saratoga, CaliJomia vi ®~V~~~ ' • 1. Introduction This report presents the results of the traffic impact analysis conducted for the proposed Krispy Kreme doughnut store located on the southeast corner of Lawrence Expressway and Prospect Road in Sazatoga, California. The proposed project is a 4,090 squaze foot (s.f.) doughnut store, which would replace an existing 3,960 s.f. retail building that is currently used as arug-supply store. The proposed building would share the site and the pazking lot with an existing 16,500 s.f. commerciaUretail building. Access to the site is provided via an existing right-turn only driveway on Prospect Road. The site also has a driveway on Lawrence Expressway, which is gated and reserved for emergency use only. Parking for the project will be provided on site, via a shazed parking lot. The project site and the surrounding study area aze shown on Figure 1. The project site plan is shown on Figure 2. Scope of Study Although the project site is located within the City of Saratoga, all of the surrounding study intersections aze within the jurisdiction of the City of San Jose. Therefore, the traffic analysis wills isfy the requirements of both agencies. To do so, the traffic analysis was conducted according ~e Santa Clara Valley Transportation Authority (VTA) Congestion Management Program (CMP) level of service guidelines, which are adopted by both agencies. Moreover, both cities have identical level of service standards, so judging impacts based on City of San Jose standards would also satisfy City of Sazatoga requirements. This study was conducted for the purpose of identifying the traffic impacts associated with the proposed project. The traffic analysis is based on peak-hour levels of service for signalized intersections. The study intersections are identified below. Afuture-conditions analysis according to CMP traffic study guidelines is not required because the project would not generate more than 100 new peak- hour trips. r~ ~J Hexagon Transportation Consultants, Inc. KrispyKremeDoughnutStore-Saratoga, Calitomia ~~~~~~ n IF ~ = Study Intersections ® - Project Site n Hexagon u Transportation Consultants, Inc. Figure 1 SITE LOCATION AND STUDY INTERSECTIONS Krispy Kreme Restaurant nnspy creme - aarazogaivraprucsrr~gi.awg • • ~~ i ~: ~~ ~ , .. .. ar .u _._ _. / M ew - .... ~ :~2. ~ ® *~ l J/ ~/ ~ EXISTING COMMERCIAL ~> ~l 16,500 SF SI I ,: ,.. .;: I ~ s l a F ~~ ~~ ~ ® a s a a a s a ~~ S`~ ~ ~ ~.w u.~ ~ i ~ ~ ;_, ; f ,; ~ f.}. I ~ ~y ~ ~ .- ' v~/ ~ .~ . +~~ ~ s' QOSP~~~C j y . PO 9 P * t i1, i ~ Ap ,,y , ~ / ^` r-: :~k ~ ,. ~,. I ~~ tom` .+~+~ ~,.'1: . ~,' ~~ Not to Scale T I Source: 0 Rauschenbach Marvelli Becker, Architects Figure 2 PROJECT SITE PLAN ~ Hexagon uTransportationConsultants,Inc. Krispy Kreme Restaurant Study Intersections Lawrence Expressway and Prospect Road Westgate West Shopping Center Driveway and Prospect Road Saratoga Avenue and Prospect Road Lawrence Expressway and Saratoga Avenue Traffic impact studies are typically conducted for both the morning and evening commute hours. It is during these periods that the most congested traffic conditions occur on an average day. Based on a review of the trip generation characteristics of Krispy Kreme doughnut stores, the City of Sazatoga determined the proposed project would not generate enough traffic during the evening peak period (4:00 PM to 6:00 PM) to significantly affect traffic conditions in the study azea. Therefore, traffic conditions at the intersections were analyzed only for the weekday AM peak hour of traffic. The AM peak hour of traffic occurs between 7:00 and 9:00 AM. Traffic conditions were evaluated for the following scenarios: Scenario 1: Existing Conditions. Existing conditions were represented by existing peak-hour traffic volumes on the existing roadway network. Existing traffic volumes were obtained from recent traffic counts. Scenario 2 Background Conditions. Background conditions were represented by future background traffic volumes on the existing roadway network. Background traffic volumes were estimated by adding to existing peak-hour volumes the projected volumes from • approved but not yet completed developments. Scenario 3 Project Conditions. Project conditions were represented by future traffic volumes, with the project, on the existing roadway network. Future traffic volumes with the project (hereafter called project traffic volumes) were estimated by adding to background traffic volumes the additional traffic generated by the project. Project conditions were evaluated relative to background conditions in order to determine potential project impacts. Methodology This section presents the methods used to determine the traffic conditions for each scenario described above. It includes descriptions of the data requirements, the analysis methodologies, and the applicable level of service standards. Data Requirements The data required for the analysis were obtained from new traffic counts, field observations, previous traffic studies, the City of San Jose, the City of Saratoga, and the CMP annual Monitoring Report. The following data were collected from these sources: existing traffic volumes . lane configurations signal timing and phasing data Hexagon Transportation Consultants, Inc. Krispy Kreme Doughnut Store -Saratoga, California 4 ~~'~~~~ sis Meihodolo ies and Level of rv' Analy g Se ice Standards Traffic conditions at the study intersections were evaluated using level of service (LOS). Level of Service is a qualitative description of operating conditions ranging from LOS A, or free-flow conditions with little or no delay, to LOS F, or jammed conditions with excessive delays. The various analysis methods are described below. City of San Jose Signalized Intersections All of the signalized study intersections are located in the City of San Jose and are therefore subject to the City of San Jose Level of Service standards. The City of San Jose level of service methodology is TRAFFIX, which is based on the 2000 Highway Capacity Manual (2000 HCM) method for signalized intersections. TRAFFIX evaluates signalized intersection operations on the basis of average control delay time for all vehicles at the intersection. Since TRAFFIX is also the CMP-designated intersection level of service methodology, the City of San Jose methodology employs the CMP default values for the analysis parameters. Both the City of Saratoga and the City of San Jose level of service standard for signalized intersections is LOS D or better. The correlation between average delay and level of service is shown in Table 1. • • Hexagon Transportation Consultants, Inc. S Krispy Kreme Doughnut Store -Saratoga, Calitomia ~/~~~~~C ~.: , V Table 1 Intersection Level of Service Definitions Based on Delay Average Control Delay Level of Per Vehicle Service Description (Sec.) A Operations with very low delay occurring with favorable progression Up to 10.0 and/or short cycle lengths. B Operations with low delay occurring with good progression and/or 10.1 to 20.0 short cycle lengths. C Operations with average delays resulting from fair progression 20.1 to 35.0 and/or longer cycle lengths. Individual cycle failures begin to appear. D Operations with longer delays due to a combination of unfavorable 35.1 to 55.0 progression, long cycle lengths, or high V/C ratios. Many vehicles stop and individual cycle failures are noticeable. E Operations with high delay values indicating poor progression, long 55.1 to 80.0 cycle lengths, and high V/C ratios. Individual cycle failures are frequent occurrences..This is considered to be the limit of acceptable delay. F Operation with delays unacceptable to most drivers occurring due Greater than 80.0 to oversaturation, poor progression, or very long cycle lengths. Source: Transportation Research Board, 2000 Highway Capacity Manual, (Washington, D.C., 2000). Report Organization The remainder of this report is divided into four chapters. Chapter 2 describes existing conditions in terms of the existing roadway network, transit service, and existing bicycle and pedestrian facilities. Chapter 3 presents the intersection operations under background conditions. Chapter 4 describes the method used to estimate project traffic and its impact on the transportation system and describes the recommended mitigation measures. Chapter 5 presents the conclusions of the traffic impact analysis. • Hexagon Transportation Consultants, Inc. 6 Krispy K~eme Doughnut Store -Saratoga, California ray ~~~~~~ • • • 2. Existing Conditions This chapter describes the existing conditions for all the major transportation facilities in the vicinity of the site, including the roadway network, transit service, and bicycle and pedestrian facilities. Existing Roadway Network Access to the site is provided by Prospect Road, Lawrence Expressway, and Sazatoga Avenue. These roadways aze described below. Prospect Road is an east-west divided roadway that provides direct access to the site via aright-turn only driveway. Prospect Road begins west of Sunnyvale Sazatoga Road and extends eastward to Saratoga Avenue where it changes designation to Campbell Avenue. In front of the project site, Prospect Road has two travel lanes in the eastbound direction and three in the westbound direction. In the vicinity of the site, Prospect Road has raised median islands with turn-pockets at the intersections. Prospect Road forms the north boundary of the project site. Lawrence Expressway is a six-lane, north-south divided expressway that connects I-280 and SR 85. Lawrence Expressway begins in Mountain View at SR 237 and extends southward beyond Saratoga Avenue where it changes designation to Quito Road before continuing southward to SR 85. Lawrence Expressway forms the western boundary of the project site, where emergency access only in provided via a gated driveway. Saratoga Avenue is a six-lane, divided roadway that connects the communities of Saratoga and Santa Clara. Saratoga Avenue begins in the south at Saratoga-Los Gatos Road as a transition from Big Basin Way, and extends to the northeast into the City of Santa Clara. Existing Bicycle and Pedestrian Facilities There are several City- and County-designated bikeways within the vicinity of the project site. Bike lanes are provided on Lawrence Expressway, on Prospect Road, on Campbell Avenue, on Hamilton Avenue, on Hexagon Transportation Consultants, Inc. ~' 7 Krispy Kreme Doughnut Store -Saratoga, California ~~~~~~8~ Sazatoga Avenue (south of Lawrence Expressway), and on Quito Road (south of Elmwood Drive). Pedestrian facilities in the project area consist primarily of sidewalks along the streets to most residential and commercial areas. Sidewalks are found along virtually all previously-described local roadways in the study area and along the local residential streets and collectors near the site. However, there aze no sidewalks on Lawrence Expressway, where pedestrian activity is prohibited. Existing Transit Service Existing transit service to the study area is provided by the Valley Transportation Authority (VTA). Transit services within close proximity to the project site are described below and shown on Figure 3. Bus Service There aze seven local and express bus routes that operate near the project site. The 261ine provides service between the Lockheed Martin Transit Center in Sunnyvale and Eastridge Shopping Center in San . Jose via Prospect Road and Campbell Avenue with 20- to 30-minute headways during commute hours. The 531ine provides service between the Sunnyvale Town Center and Westgate Mall via Prospect Road with 30- to 50-minute headways during commute hours. The 571ine provides service between the West Valley College and Old Iron Sides Light Rail Station in Santa Clara via Quito Road and Saratoga Avenue with 30-minute headways during commute hours. The 581ine provides service between West Valley College and Alviso via Saratoga Avenue with 30-minute headways during commute hours. The 821ine provides service between the Westgate Mall and the 17~' Street/Hedding Street intersection in San Jose via Saratoga Avenue with 20- to 30-minute headways during commute hours. The express bus 101 operates on approximately 30-minute headways during limited commute hours between the Camden/SR 85 Pazk-and-Ride Lot and Palo Alto, via Lawrence Expressway and Hamilton Avenue. The limited-stop bus 328 makes one commute-direction run each weekday (northbound during the morning commute and southbound during the evening commute) between the Lockheed Martin Transit Center and the Camden Avenue/Almaden Expressway intersection, via Lawrence Expressway and Hamilton Avenue. The closest bus stop to the project site is on Prospect Avenue approximately midway between the Westgate West Shopping Center driveway and Sazatoga Avenue. The 26, 101, and 328 bus lines serve this stop. In addition to this stop, each of the seven bus lines mentioned above has a scheduled stop near the intersection of Saratoga Avenue and Prospect Road, which is within wallcing distance of the project site. Existing Intersection Lane Configurations The existing lane configurations at the study intersections were obtained from observations in the field. The existing intersection lane configurations are shown on Figure 4. Existing Traffic Volumes Existing peak-hour traffic volumes were obtained from the City of San Jose and supplemented with manual turning-movement counts at intersections where counts were either unavailable or outdated. The existing peak-hour intersection volumes aze shown on Figure 5. The traffic count data aze included in Appendix A. The turning movement volumes at the study intersections for each of the scenarios are tabulated in Appendix B. Hexagon Transportation Consultants, Inc. 8 Krispy Kreme Doughnut Store -Saratoga, Caiifomia ~~~~~9 n ~~ -®-- = Bus Route Figure 3 EXISTING TRANSIT .SERVICE ~ Hexagon u Transportation Consultants, Inc. Krispy Kreme Restaurant Krispy Kizme - Saratoga/Graptu ' ~~~~ ~ = Study Intersections xx = AM Peak Hour Volume Figure `J EXISTING TRAFFIC VOLUMES ~ Hexagon Kris Kreme Restaurant u Transportation Consultants, Inc. PY Krispy Kteme - Saratoga/Graphic Existing Intersection Levels of Service The results of the level of service analysis under existing conditions are summarized in Table 2. The results indicate that the intersection of Lawrence Expressway and Prospect Road currently operates at an unacceptable LOS F during the AM peak hour. The remaining study intersections currently operate at an acceptable LOS D or better. The level of service calculation sheets are included in Appendix C. Table 2 Existing Intersection Levels of Service Average Peak Count Delay Intersection Hour Date (sec) LOS Saratoga Av and Prospect Rd/Campbell Av * AM 9/17/02 34.8 C Lawrence Expwy and Prospect Rd * AM 1/27/04 88.7 F Lawrence Expwy/Quito Rd and Saratoga Av * AM 2/20/03 45.8 D Westgate West Driveway and Prospect Rd AM 1/27/04 12.3 B * Denotes CMP intersections . • Hexagon Transportation Consultants, Inc. 12 Krispy Kreme Doughnut Store -Saratoga, California ~)~$i.3 • 3. Background Conditions This chapter describes background traffic conditions. Background conditions are defined as conditions just prior to completion of the proposed development. Traffic volumes for background conditions comprise volumes from existing traffic counts plus traffic generated by other approved developments in the vicinity of the site. This chapter describes the procedure used to determine background traffic volumes and the resulting traffic conditions. Background Roadway Network It is assumed in this analysis that the transportation network under background conditions would be the same as the existing transportation network. Background Traffic Volumes Background peak-hour traffic volumes were calculated by adding to existing volumes the estimated traffic from approved but not yet constructed developments. The added traffic from approved but not yet constructed developments in San Jose were obtained from the Approved Trips Inventory (ATn complied by the City of San Jose, which is coded in the City's TRAFFIX database (updated in August 2003). With respect to approved developments in the City of Saratoga, City staff indicated that there are none that would affect the study intersections. Background traffic volumes aze shown on Figure 6. • Hexagon Transportation Consultants, Inc. 13 Krispy Kreme Doughnut Store -Saratoga, California ~ ~ ~l, l~ ~(~ ~~ ~ J • • Background Intersection Levels of Service The results of the intersection level of service analysis under background conditions are summarized in Table 3. The results show that the intersection of Lawrence Expressway and Prospect Road would continue to operate at LOS F during the AM peak hour under background conditions. The remaining study intersections would operate at an acceptable LOS D or better under background conditions. The level of service calculation sheets are included in Appendix C. Table 3 Background Intersection Levels of Service Existing Background Average Average Peak Delay Delay Intersection Hour (sec) LOS (sec) LOS Saratoga Av and Prospect Rd/Campbell Av Lawrence Expwy and Prospect Rd Lawrence Expwy/Quito Rd and Saratoga Av Westgate West Driveway and Prospect Rd AM 34.8 C 37.6 D AM 88.7 F 92.7 F AM 45.8 D 43.3 D AM 12.3 B 13.9 B * Denotes CMP intersections. Hexagon Transportation Consultants, Inc. IS Knspy Kreme Doughnut Store -Saratoga, California ~ ~ ~~~C • 4. Project Conditions This chapter describes project traffic conditions, significant project impacts, and measures that are recommended to mitigate project impacts. Included are descriptions of the significance criteria that define an impact, estimates of project-generated traffic, identification of the impacts, and descriptions of the mitigation measures. Project conditions are represented by background traffic conditions with the addition of traffic generated by the project. Significant Impact Criteria Significance criteria are used to establish what constitutes an impact. For this analysis the criterion for determining impacts on intersections is based on the City of San Jose (CSJ) Level of Service standazd. The City of Saratoga uses the same standard. Project impacts on other transportation facilities, such as bicycle facilities and transit, were determined on the basis of engineering judgment. City of San Jose Definition of Significant Intersection Impacts The project is said to create a significant adverse impact on traffic conditions at a signalized intersection in the City of San Jose if for either peak-hour: 1. The level of service at the intersection degrades from an acceptable LOS D or better under background conditions to an unacceptable LOS E or F under project conditions, or 2. The level of service at the intersection is an unacceptable LOS E or F under background conditions and the addition of project trips causes both the critical-movement delay at the intersection to increase by four or more seconds and the demand-to-capacity ratio (V/C) to increase by .O1 or more. Hexagon Transportation Consultants, Inc. 16 Krispy Kreme Doughnut Store -Saratoga, California /!!~~ +~ • An exception to this rule applies when the addition of project traffic reduces the amount of average stopped delay for critical movements (i.e. the change in average stopped delay for critical movements is negative). In this case, the threshold of significance is an increase in the critical V/C value by .O1 or more. A significant impact by City of San Jose standazds is said to be satisfactorily mitigated when measures aze implemented that would restore intersection level of service to background conditions or better. Note that the cities of San Jose and Saratoga have the same level of service standard and both use the same thresholds of significance for deternning impacts. Thus, an impact based on San Jose standazds also would be an impact based on Sazatoga standards. Future Transportation Network Under Project Conditions It is assumed in this analysis that the transportation network under project conditions would remain unchanged from existing conditions. Project Trip Estimates The magnitude of traffic produced by a new development and the locations where that traffic would appeaz are estimated using athree-step process: (1) trip generation, (2) trip distribution, and (3) trip assignment. In determining project trip generation, the magnitude of traffic entering and exiting the site is estimated for the AM and PM peak hours. As part of the project trip distribution, an estimate is made of the directions to and from which the project trips would travel. In the project trip assignment, the project trips aze assigned to speck streets and intersections. These procedures are described further in the following sections. Trip Generation Through empirical reseazch, data have been collected that con;elate to common land uses their propensity for producing traffic. Thus, for the most common land uses there are standazd trip generation rates that can be applied to help predict the future traffic increases that would result from a new development. However, trip generation rates aze not published for a land use that is compazable to the proposed project. In order to determine applicable trip generation rates for the proposed Krispy Kreme doughnut store, trip generation surveys were conducted at two Bay Area Krispy Kreme stores. These surveys were conducted by Omni-Means as part of an initial traffic assessment of the project. The two sites surveyed aze in Mountain View and Union City. Trip generation surveys were conducted during the AM, mid-day, and PM peak hours at these two stores. The Union City site was surveyed on December 2, 2003 and the Mountain View site was surveyed on December 3, 2003. The survey results and the calculated trip generation rates are contained in Omni-Means' initial study for the proposed project (see Appendix D). The average trip generation rate from the surveys for the AM peak hour is 29.85 trips per 1,000 s.f. of building area. The total vehicle trips generated the proposed Krispy Kreme aze referred to as gross trips. On the basis of the surveyed trip generation rates, the proposed project is estimated to generate 122 gross AM peak-hour trips. • Hexagon Transportation Consultants, Inc. 17 Krispy Kreme Doughnuf Store -Saratoga, California ,f ;,r ~ , p Pass-By and Diverted-Link Trips Trip generation totals for quick-service retail developments are typically adjusted to account for pass-by • and diverted-link trips. Pass-by trips are trips that would already be on the roadways where direct access to the site is provided (and therefore would already be counted in the background traffic volumes) but would turn into the site while passing by. Diverted-link trips are trips that would akeady be on the roadways near the site that would divert from their normal route onto the roadways that directly access the site in order to stop at the project. Justification for applying the pass-by and diverted-link trip reductions is founded on the observation that such retail traffic is not actually generated by the store, but is already part of the ambient traffic levels. It is assumed that a portion of the total project traffic will be made up of traffic already on Prospect Road (pass-by traffic). Similarly, a portion of the total traffic drawn to the site will bediverted-link trips on Lawrence Expressway and Saratoga Avenue that will stop at the site while passing by. Since the standard trip generation rates reflect all trips associated with a development, including pass-by and diverted-link trips, the trip generation totals for the proposed project need to be adjusted using pass-by and diverted- link reduction factors. The adjusted trip generation totals represent the new trips that would be generated by the project, which would be added to all of the study intersections. Based on the City of Saratoga's recommendation, the traffic analysis assumes that 25% of the total project trips would be pass-by trips and 25% would be diverted-link trips (a combined 50% reduction). These assumptions provide for a contrastive analysis since data published by the Institute of Transportation Engineers suggest that the proportion of total project trips that are pass-by and diverted-link trips at fast-food restaurants with drive- through windows (a land use similar in trip-generation characteristics to the proposed project) could be as high as 49% and 28%, respectively (a combined 77% reduction). The estimated AM peak-hour gross trip generation for the project is reduced accordingly using the City's recommended adjustments. Existin Traffic Entitlements 9 Because the proposed project would replace an existing building on the site (rug-supply store), the site has a vested right to produce the volume of traffic that is associated with that store. When preparing traffic studies for new developments that are planned to replace existing developments, it is common practice to take credit for the existing traffic entitlement associated with the existing development that will be replaced. Doing so identifies the project impacts and mitigation measures attributable to the incremental increase in traffic between the proposed land use and the existing land use. However, the existing building was previously used on a seasonal basis as a Halloween supply store, so it was not continuously occupied throughout the year and its trips were not always on the roadway system. Thus, taking credit for the trips associated with the existing building may lead to an underestimation of project impacts if the existing intersection data that the study are based on were collected during a time when the store was not occupied. Therefore, a conservative analysis was performed by not taking credit for the traffic that is produced by the existing seasonal sales store. Net Project Trips After making adjustments to account for pass-by and diverted-link trips, the project would generate 62 net AM peak-hour trips (31 inbound and 31 outbound). The project trip generation estimates are presented in Table 4. • Hexagon Transportation Consultants, Inc. 18 Krispy Kreme Doughnut Store -Saratoga, California ~~~~~9 Table 4 Project Trip Generation Estimates AM Peak Hour Peak-Hour Directional Split Trips Land Use Size Rate' In Out In Out Total Kilspy Kreme Restaurant Gross Trips 4.09 ksf 29.85 50% 50% 61 61 122 Pass-By Trips (25%) 2 Diverted-Link Trips (25%) z 15 15 30 15 15 30 Net New Trips s 31 31 62 1 Rates expressed in trips per 1,000 square feet of floor area. Rates based on trip generation surveys conducted by Omni-Means in December 2003 at the Krispy Kreme Restaurants in Mountain View and Union City. 2 Pass-by and diverted-link trip percentages recommended by Saratoga City staff. 3 Net new trips are equal to gross trips minus pass-by and diverted-link trips. Trip Distribution Peak-hour project traffic was distributed on the transportation network based on existing traffic patterns in the study azea and the locations of complementary land uses. The trip distribution pattern for project traffic is shown graphically on Figure 7. Trip Assignment The peak-hour trips generated by the proposed development were assigned to the roadway system in accordance with the trip distribution pattern discussed above. Figure 7 shows the project trip assignment at the study intersections. A tabulaz summary of project traffic at each study intersection is contained in Appendix B. Project Traffic Volumes New project trips, as represented in the above project trip assignment, were added to future background traffic volumes to obtain background plus project traffic volumes. Background traffic volumes plus project trips aze typically referred to simply as project traffic volumes; this is contrasted with the term project trips, which is used to signify the additional traffic that is produced specifically by the project. The project traffic volumes are shown graphically on Figure 8. Traffic volumes for all components of traffic are tabulated in Appendix B. Hexagon Transportation Consultants, Inc. 19 Krispy Kreme Doughnut Store -Saratoga, California ~~~~~Q Krispy Kreme - Saratoga/Graphics/Proj Trips.dwg Project Intersection Level of Service Analysis The results of the intersection level of service analysis under project conditions aze summarized in Table 5. The results show that the same intersection (Lawrence Expressway and Prospect Road) that was projected to operate at LOS F under existing and background conditions also would continue to operate at LOS F under project conditions. However, the addition of project traffic would not cause the critical delay to increase by 4 or more seconds nor the critical volume-to-capacity ratio to increase by more than 0.01. The remaining study intersections are projected to operate at acceptable levels of service under project conditions. Therefore, the project would not significantly impact the study intersections according to the City of San Jose definition of significant intersection impacts. The level of service calculation sheets are included in Appendix C. Table 5 Project Intersection Levels of Service Background Project Conditions • Crit. Average Average Delay Peak Delay Delay Crit. V/C Change Intersection Hour (sec) LOS (sec) LOS Change (sec) Saratoga Av and Prospect Rd/Campbell Av' AM 37.6 D 37.6 D +0.005 +0.2 Lawrence Expwy and Prospect Rd ' AM 92.7 F 93.1 F +0.001 +1.2 Lawrence Expwy/Quito Rd and Saratoga Av' AM 43.3 D 43.7 D +0.007 +0.8 Westgate West Driveway and Prospect Rd AM 13.9 B 15.1 B +0.019 +2.0 ' Denotes CMP intersections. Site Access and On-Site Circulation A review of the project site plan was performed to determine if adequate site access and on-site circulation are provided and to identify any access or circulation issues that should be improved. The proposed store is located in the northwest comer of a parcel that contains an existing 16,500 s.f. commercial/retail building (located on the east side of the site). Access to the site is currently provided by aright-turn only driveway that would remain with the project. A second access point, located on Lawrence Expressway, is a 25-foot gated driveway that would serve as an emergency access point. The proposed store would shaze the parking lot and associated circulation aisles with the existing commercial/retail building. The proposed store includes adrive-through lane, with the entrance located neaz the north end of the site and the exit approximately at the mid-point on the western boundary of the site. • Hexagon Transportation Consultants, Inc. 22 Krispy Kreme Doughnut Store -Saratoga, California C~~~~~3 Sife Access The existing site driveway is a 30-foot curb-cut driveway that allows right turns in and out only. The curb-to-curb width of eastbound Prospect Road in front of the driveway is approximately 40 feet, including a bike lane and parking lane. The widths of Prospect Road and the existing site driveway are sufficient for two-way traffic and are adequate to accommodate all required automobile turning movements into and out of the project site. To determine if the site driveway is adequate for truck access, the SU-30 and WB-40 AASHTO design vehicles turning specifications were checked against the driveway and roadway geometrics associated with the site. The SU-30 design vehicle represents a 30-foot single-unit truck (such as a gazbage truck or fire wck). The WB-40 design vehicle presents atractor-trailer truck with a wheel base of 40 feet. This procedure revealed that a 30-foot single-unit truck and a 40-foot tractor-trailer truck would be able to make all required turning movements at the right-turn only driveway on Prospect Road. On-Site Circulation The site plan shows drive aisle widths of 25 to 26 feet for parking aisles with pazking on both sides and drive aisle widths of 29 to 31 feet for parking aisles with parking on one side. The proposed drive aisle widths are adequate to accommodate mid-size to full-size cazs with 90-degree pazking. The curb radu on the drive aisles aze sufficient to allow automobiles to circulate efficiently throughout the parking lot. The site design is adequate to allow the SU-30 design vehicle to circulate throughout the site. The site layout is adequate to allow a 40-foot tractor-trailer truck to enter at the right-turn only driveway and circulate around the interior block of parking stalls to the Krispy Kreme building then exit at the driveway on Prospect Road. Pedestrian Access and On-Site Pedestrian Circulation A striped handicap/pedestrian walkway is provided from the front of the proposed building through the parking lot to the sidewalk in front of the existing commerciaUretail building on the site. This walkway provides access to four handicap-parking stalls on the site. Additionally, an on-site sidewalk would connect the proposed building to the existing sidewalk on Prospect Road. This walkway crosses the drive- through lane, at a location marked with pavement striping, near the entrance of the drive-through. The on- site pedestrian facilities shown on the site plan aze adequate to accommodate on-site pedestrian circulation and the proposed connection to the sidewalk on Prospect Road provides good pedestrian access to the project site. The pedestrian connection to Prospect Road is required at the proposed location because of the existing grades on the site and the requirement to meet accessibility standazds to the site from the public right-of-way. The location of the crossing is far enough back from the drive-through window (approximately 1 SO feet) that queued cazs in the drive through will not block the crossing or interfere with pedestrian activity. Field observations indicate that there is a significant amount of pedestrian activity on Prospect Road in front of the site, especially when nearby Prospect High School begins and lets out. This could increase the frequency of vehicle-pedestrian interactions at the pedestrian crossing on the drive-through lane as vehicles enter the drive through. Recommend Improvements All of the pedestrian facilities on the site aze designed appropriately; however, the following recommendations are offered to further improve pedestrian safety on the site. It is recommended that landscaping and signage in the azea between the drive-through entrance and the pedestrian crossing be kept to a height of 3.5 feet or less. This will increase pedestrian safety by promoting better visibility of pedestrians in the area. Additionally, appropriate signage and pavement markings could be installed at the drive-through entrance to draw attention to the pedestrian crossing as vehicles enter the drive through. Hexagon Transportation Consultants, Inc. 23 Krispy Kreme Doughnut Store -Saratoga, Caliiomia ~ (~~.~~~' ~~ Vehicle Queuing at the Drive-Through Window Parking lot surveys conducted by Omni-Means at the Union City and Mountain View Krispy Kreme doughnut stores indicate that a significant portion of the traffic drawn to the stores uses the drive through (up to 54% during the AM peak hour and up to 66% during the PM peak hour). Thus, queuing at the drive-through window is a concern. The surveys at the two Krispy Kreme stores conducted by Omni- Means also included counts of vehicles queued at the drive-through window. The surveys indicated that the maximum observed vehicle queue in the drive-through lane was five vehicles. The two observed stores aze close in size to the proposed project. Thus, it is reasonable to assume that the maximum vehicle queue in the drive-through lane at the proposed project also would be five vehicles. The drive-through lane is approximately 190 feet long from the entry point to the drive-through window. This length is sufficient to accommodate nine to ten queued vehicles without interfering with traffic circulation in the parking lot. Thus, the design of the drive-through lane is sufficient to accommodate the expected maximum vehicle queue at the drive-through window. On-Site Parking The parking azea to be built with the proposed project would provide 57 automobile pazking spaces (including four handicap spaces). The remainder of the parking lot, which would be shared by the existing commerciaUretail building, provides 46 spaces (including one handicap space). Overall, the shared parking lot on the site would provide 103 automobile parking spaces (including five handicap spaces). The proposed Krispy Kreme would have parking characteristics different than those of a restaurant because of the nature of the service provided and the presence of the drive-through window. Therefore, the parking requirements for restaurants would not be applicable in this case. Because a significant portion of the customers are served by the drive-through window and because of the high turn-over nature of the service provided, the proposed project would have a parking demand similaz to that of an intensive retail development. Moreover, the proposed project would share the site with another retaiUcommercial building on the site, forming a group of buildings that makes up a single retail center. Thus, the City's parking requirement for Intensive Retail developments should be applied to the proposed Krispy Kreme project. Additionally, the existing retaiUcommercial building on the site falls under the Intensive Retail definition as well. Therefore, the overall parking supply on the site should meet the parking requirements for the Intensive Retail land use. The City of Saratoga Municipal Code specifies that the parking requirement for Intensive Retail developments is one space per 200 s.f. of floor area. The proposed Krispy Kreme includes a 4,090 s.f. building, and the existing retaiUcommercial building has 16,500 s.f. of floor area. Based on the City code, the parking supply for the site should include 103 auto parking spaces to adequately serve the combined 20,590 s.f. of retaiUcommercial space. Thus, the proposed parking supply for the site satisfies City parking requirements. According to the Americans with Disabilities Act (ADA) requirements, parking lots with 101 to 150 total automobile parking stalls shall provide at least five handicap parking stalls. The five handicap stalls proposed on the project site satisfy ADA requirements. Three types of parking stalls are shown on the site plan: (1) standard size stalls, (2) compact stalls, and (3) handicapped stalls. The standazd size stalls have dimensions of 9.5 feet by 17 to 20 feet, with an assumed 1-foot vehicle overhang. The compact stalls have dimensions of 7.5 feet by 16 to 17 feet, with an assumed . 1-foot vehicle overhang. The handicap parking stalls have dimensions of 9.5 feet by 17 to 20 feet, with an Hexagon Transportation Consultants, Inc. 24 Krispy Kreme Doughnut Store -Saratoga, Calitomia ~ ~ ~~~5 assumed 1-foot vehicle overhang. Each of the handicap stalls has either an 8-foot or 5-foot loading area striped next to the stall. The stall dimensions described above, including the handicap stalls, are adequate to accommodate automobile parking at 90-degree angles to the drive aisle. The stall dimensions of the proposed pazking stalls satisfy City of Saratoga Pazking Code requirements. Bicycle and Pedestrian Circulation Bicycle facilities would not be affected by the project. The project would not result in any physical change to these facilities, and the additional demand for bicycle facilities generated by the project would be met by existing bicycle facilities in the project azea. Existing pedestrian facilities in the study area aze adequate to accommodate project-generated pedestrian traffic. Additionally, on-site pedestrian facilities would be connected to the existing sidewalk on Prospect Road providing an access point to the site for pedestrians. Nearby Prospect High School generates a significant amount of pedestrian traffic on Prospect Road during school start and end times. The proposed on-site pedestrian facilities and connections to the sidewalk on Prospect Road aze adequate to accommodate the potential pedestrian activity associated with the school. Transit Service The project would not have an adverse affect on transit service in the project area. No transit routes would be affected by the development of the proposed project. • Hexagon Transportation Consultants, Inc. ~~~ s Krispy Kreme Doughnut Store -Saratoga, California ~y • Krispy Kreme Doughnut Store Saratoga, California Technical Appendices February 20, 2004 r~ ~~~~~~~ • 5. Conclusions The potential impacts of the project were evaluated in accordance with the standards set forth by the City of San Jose and the City of Saratoga. The study included the analysis of AM and PM peak-hour traffic conditions at four signalized intersections. The impacts of the project were identified on the basis of the City of San Jose (CSJ) Level of Service standazds. Project impacts on other transportation facilities, such as bicycle facilities and transit, were determined on the basis of engineering judgment. The results of the study indicate that none of the transportation facilities would be significantly impacted by the project. In addition to evaluating project impacts on the local transportation system, the traffic operations on the site and at the drive-through window were evaluated. Based on the results of this analysis, the following recommendation is made: All of the pedestrian facilities on the site aze designed appropriately; however, the following recommendations aze offered to further improve pedestrian safety on the site. It is recommended that landscaping and signage in the azea between the drive-through entrance and the pedestrian crossing be kept to a height of 3.5 feet or less. This will increase pedestrian safety by promoting better visibility of pedestrians in the area. Additionally, appropriate signage and pavement mazkings could be installed at the drive-through entrance to draw attention to the pedestrian crossing as vehicles enter the drive through. • Hexagon Transportation Consultants, Inc. 26 Knspy Kreme Doughnut Store -Saratoga, California ~''~- ~ ~~;~$ Krispy Kreme Doughnut Store Saratoga, California Technical Appendices • February 20, 2004 • • Appendix A Traffic Counts CC~~'~ 0 AM Ot SAN JOSE HEX L TITO [916J 715 ~ 4006 MARKS TRAFFIC DATA SERVICE •ecu~n~ cc nun v i SHOPPING CENTER DR PROSPECT RD DR ! South Banal alai Bound NoAh Bound Eat Gourd _ _ Stag Tkrea~ RT TH LT ~ RT TH LT ~ RT TH LT l RT TH LT T T Tofa Tad Taal 07:00 2 0 3 S 4 211 1 07:15 3 1 9 13 1 309 7 S20 0 0 0 0 1 162 12 173 606 07:30 2 0 S 7 7 322 8 336 0 0 0 0 0 196 14 202 647 07:45 1 0 7 a 11 329 1 341 0 0 0 0 2. 196 1a 216 Ses Total 8 1 24 33 26 1161 21 1210 O 0 0 0 3 1 09:00 2 1 4 09:15 4 1 9 09:30 .8 0 7 Grand ToW 32 3 56 Approh % 36.2 3.3 61.5 Taal 91 0.7 0.1 1.3 0 0 239 1s 251 ee3 0 0 209 18 227 677 1 1 209 12 218 560 1 0 1!6 9 196 523 1 2461 2 4 1483 107 1904 4413 I 0.2 99.1 0.7 I OA 0.1 33.6 2.4 39.3 SHOPPING CENTER DR PROSPECT DR WY ~~ South Band alai Gourd NaAh Band East 8oted Start Tires RT TH LT ~' RT TH LT ~' RT TH LT ~' T d RT TH LT ~' Taal ToW Total a ~" ToW Pack Hour From 07:00 to 06:45 - Peek 1 d t `- - IManaetlon 07:45 Volutes 16 2 Z7 45 34 1466 47 1641 1 0 0 1 3 660 63 916 2600 Parent 36.6 4.4 60.0 2.2 66.1 2.7 100.0 0.0 0.0 0.3 a2.e 6.9 High Mrt. 06:30 Oa:15 OB~O 09:00 00.'00 VoNnna 8 1 9 16 71 416 16 436 1 0 0 1 2 239 18 264 ee3 Pak Pastor o.703 6.664 o.2so o.eotz o.eoo Out to Taal RT L ~1~- ~o J~ O T~ VBi1CLE30P1Y LT TH RT PED 0 D 1 0 ® 1 Q put In Total DR WY z ~~ ~~ r a1 g ~! 7 9 407 18 432 0 0 0 t4 7 418 11 436 0 0 0 16 7 312 13 332 1 0 0 21 9 2119 11 306 1 0 0 Sa ?0 1426 51 1506 2 0 0 911 57 2567 Tt 2716 2 0 0 I 21 95.3 2.7 1 100.0 0.0 0.0 i 2.1 1.3 50.8 1.6 91.5 OA OA 0.0 File Name : e.e»rtter.proeped.e Site Code :00000000 sarl o.ee : olmrioo4 PttOe :1 OJ~V~ r 1 AM 02 SAN JOSE HEX CT TITO ~916J 716.4006 • ~~ a0~ MARKS TRAFFIC DATA SERVICE T NoM VEHCLE9 OPLY LT TH RT l~ • Fie Plertle : Mwrartos.prosped.a Sias Cody :00000000 sari oee : 0lmrloo4 P~ae :1 ..~ LAWRENCE E South Bound OSPECT RD West Barad LAWRENC North Barad East Board __ Start Thra RT TH LT ~' Tofal RT TH LT ~' Total RT TH LT ~' TaW RT TH LT Tatal ~' TdM 07;00 3T Ea 13 1 1 203 1 823 07:15 48 t38 39 223 114 188 3 283 11 283 51 946 21 124 131 278 1127 07:30 Q8 a2 27 207 71 280 5 338 8 283 M S36 36 169 aT 304 1185 07:46 92 e6 15 206 108 228 7 341 7 z96 4z 3+13 51 190 116 382 1259 otal 41 W 774 390 757 18 1183 Zs 1076 202 1306 126 11 08:00 113 138 3a 290 125 278 9 H2 a 906 68 36S 62 205 131 396 1483 06:15 122 129 92 269 132 293 4 429 U 299 71 964 4a 187 140 376 1472 06:90 W 110 29 299 110 196 5 313 8 261 46 315 42 170 86 316 1183 06:43 N a1 22 201 86 16S 8 288 6 187 37 239 32 166 67 287 1013 ToW 414 477 122 1013 482 864 Z, 1440 38 1062 223 1321 1 1 1 1 Ghnd Toth 677 894 218 1787 662 1711 40 2803 66 2137 425 2827 319 1329 866 2522 8690 Appreh !i 37A 50.0 12.1 92.7 86.7 1.S I 2.3 81.9 16.2 I 12.4 62.8 33.1 I Total 7i 7.1 a.4 2.3 ,16.7 6A 17.9 0.4 27.3 0.7 22.4 4.5 27.5 3.3 13A as 26.4 LAWRENCE EXPWY SaAh Bound PROSPECT RD West Bound LAWRENCE EXPWY North Barad P East Baund Start Thw RT TH LT '~' Toth RT TH LT ~' Total RT TH LT ~' ToW RT TH LT ~' ~' TaW Tool PMIr Hour From 07:00 to 08:45 - Prak 1 of 1 Iplaraartion Vdunn 07:30 416 467 113 966 438 1067 25 1518 96 1189 251 1450 200 75+1 466 1440 530.! Par~art 42.1 48.4 11.6 28.7 89.8 1.8 2.5 80.2 17.9 15.9 52.4 33.8 High Ird. 06:OD 08:18 08:15 06:00 06:00 Volrarw 122 t36 38 290 132 293 9 428 14 30S 71 384 ~ 206 140 306 140.1 pig Fa~Eor 0.840 0.886 O.a44 0.906 0.809 Cut In Trial 11 1 RT TH L P® ~ 1. ~- 1 1163 36 D ® 1160 2132 Oit N ToW uwRewEOwwY t ~~ .-- ~E ~~~~~~ • Appendix B Volume Summary Tables • ~C~~'73 1 Node 5635 1 Intersection Name: Peak Hour. Scenario: Lawerence Expwy 8 Prospect Rd AM Date of Anaysis: 1/30/04 Count Date: 1127/04 Count Age: 0.008 years Existing 415 457 113 436 1057 25 38 1163 251 200 754 486 Approved Trips' 0 0 26 17 43 0 0 0 0 0 65 0 Ymm CSJ TRAFFD(Datsbase Aug. 2003. Background Volumes 415 457 139 453 1100 25 36 1163 251 200 819 488 PAmary Prof. TApa 0 0 8 8 5 9 9 0 0 0 5 0 Diverted Link TAps 0 -3 3 5 0 4 8 S 0 0 0 0 Peas-By Trlpa 0 0 0 0 0 8 0 0 0 0 0 0 Total Project Trips 0 -3 11 13 5 21 17 -5 0 0 5 0 Pro)ectCondkions 415 454 150 466 1105 46 53 1158 251 200 824 486 Node 3748 2 Intersection Name: Westgate West DW & Prospect Rd Peak Hour. AM Date of Analysis: 1/30/04 Scenario: Count Date: 1/27/04 Count Age: 0.008 years . Movements North Approach East Approach South Ap proach West Approach Scenario: RT TH LT RT TH LT RT TH LT RT TH LT Existing 16 2 27 34 1468 41 1 0 0 3 850 63 Approved Trips' B 0 15 8 54 0 0 0 0 0 63 27 Prom CSJ TR4FF0C Database Aug. 2003. Background Volumes 22 2 42 40 1520 41 1 0 0 3 913 90 PAmary Proj. Trips 0 0 0 0 9 0 0 0 0 0 18 13 Diverted Llnk TAps 0 0 0 0 4 0 0 0 0 0 10 5 pass-By TAps 0 0 0 0 0 0 0 0 0 0 0 8 Total Project Trips 0 0 0 0 13 0 0 0 0 0 28 26 Project Conditions 22 2 42 40 1533 41 1 0 0 3 941 116 • ~~~~~~ Node 3090 3 Intersection Name: Saratoga Av & Prospect Rd Peak Hour: AM Scenario: Scenario: Date of Analysis: 1/30/04 Count Date: 9/17/02 Count Age: 1.370 years Existing 295 565 135 106 718 265 171 748 85 18 386 258 Approved Trips' 3 41 56 6 58 0 0 13 52 2 13 63 Prom CSJ TRAFFDC Database Aug. 2003. Background Volumes 298 606 191 112 776 265 171 761 137 20 399 321 Primary Proj. Trips 5 0 0 0 4 0 0 0 0 9 4 5 Diverted Link Trips 4 ~ 0 0 0 0 0 -3 0 7 0 3 Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 Total Project Trips 9 -4 0 0 4 0 0 -3 0 16 4 8 Project Conditions 307 602 191 112 780 265 171 758 137 38 403 329 Node 5640 4 Intersection Name: Lawrence Expwy & Saratoga Av Peak Hour. AM Date of Analysis: 1/30/04 Scenario: Count Date: 2120/03 Count Age: 0.942 years Existing 238 191 23 35 524 160 224 657 47 11 429 460 Approved Trips' 0 0 0 0 22 21 31 0 0 0 34 0 Prom CSJ TRAFFOC Database Aug. 2003. Background Volumes 238 191 23 35 546 181 255 657 47 11 463 460 Primary Proj. Trips 7 2 0 0 7 2 0 2 0 0 0 7 Diverted Llnk Trips 0 -3 0 0 0 3 0 0 0 0 ~ 3 Pass-By Trips 0 0 0 0 0 0 0 0 0 0 0 0 Total Project Trips 7 -1 0 0 7 5 0 2 0 0 -3 10 Project Condtions 245 190 23 35 553 186 255 659 47 11 460 470 • • • ~~~..J'~ f ~ I • Appendix C Level of Service Calculations • • C~~~'76 1 ~ Krispy Kreme Restaurant Saratoga, CA Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing (AM) intersection #3090: SARATOGA/CAMPBELL-PROSPECT _ Signal=ProtecURights=Overlap Final Vol: 295 565 135"' L anes: 1 0 33 0 2 r Signal=Protect ^ Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 9/172002 Rights=Overlap Lanes: Final Vol: Cy Ge Time ( sec): 116 258"' 1 1 106 Lo ss Time ( sec): 12 0 0 386 2 ~ Critical V/C: 0.569 ~ 2 718'"' 0 ~ Avg Crit Del (senl veh): 38.1 ~ 0 18 1 ~ Avg Delay (sedveh): 34.8 ~ 2 265 LOS: C- t Lanes: 1 0 3 0 1 Final Vol: 85 748"' 171 Signal=Protect/Rights=Overlap Approach: North Bound South Bound East Bound West Bo und Movement : L - T - - R ----- L ---- - T ------ - R ----- L - T - 1----------- R ----II L - ----- T ----- - R -----I ------------I---- Min. Green: 7 ----- 10 il 10 ---- 7 -- - 10 ------ 10 ----- 1 7 10 l----------- 10 ----II 7 ----- 10 ----- 10 -----I ------------I----- Volume Module: » ----- Count - II Date: - 17 Sep 2002 « i 7:00 am - 9:00 am Base Vol: 85 798 171 135 565 295 258 386 18 265 718 106 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 85 748 171 135 565 295 258 386 18 265 718 106 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ATI: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 85 748 171 135 565 295 258 386 18 265 718 106 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 85 748 171 135 565 295 258 386 18 265 718 106 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 85 748 171 135 565 295 258 386 18 265 718 106 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 85 -- 748 ------ 171 -----II 135 ---- 565 ------ 295 ----- 258 386 II----------- 18 ----II 265 ----- 718 ----- 106 -----I ------------I-- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 - 5700 ------ 1750 -----II 3150 ---- 5700 ------ 1750 ----- 1750 3800 II----------- 1750 ----II 3150 ---- 3800 ------ 1750 -----I ------------I--- Capacity Analysis Module: Vol/Sat: 0.05 0.13 0.10 0.04 0.10 0.17 0.15 0.10 0.01 0.08 0.19 0.06 Crit Moves• **** **** **** **** Green Time: 7.0 26.7 57.8 8.7 28.5 58.5 30.0 37.5 44.5 31.0 38.5 47.2 Volume/Cap: 0.80 0.57 0.20 0.57 0.40 0.33 0.57 0.31 0.03 0.32 0.57 0.15 Delay/Veh: 88.5 40.1 16.3 55.1 36.9 17.4 39.1 29.7 22.3 34.2 32.5 21.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 88.5 40.1 16.3 55.1 36.9 17.4 39.1 29.7 22.3 34.2 32.5 21.8 DesignQueue: 5 38 6 8 28 10 13 17 1 13 33 4 Krispy Krems Restaurant Saratoga, CA - Level Of Service Computation Report 2000 HCM Operations (Future volume Altemetive) Background (AM) ~ Intersection #3090: SARATOGA/CAMPBELL-PROSPECT Signal=Protect/Rights=Overlap Final Vd: 298 1306"' 191 L anas: 1 0 33 0 2 Signei=Proled 7 Signal=Protect Ftnl Vd: L.anss: Rights=Overlap Vd CM Date: n/a Lanes: Final Vol: Rights=Overta Cy de Time ( sec): 116 ~ 321"' 1 1 112 Lo ss Time ( sec): 12 0 0 399 2 _~ Critical vro: o.s36 ~_ z ns'" 0 ~ Avg Crit Del (aedveh): 40.9 ~ 0 20 1 ~ Avg Dslay (sedveh): 37.6 ~ 2 265 LOS: D+ L anss: 1 0 3 0 1 Final Vd: 137"' 761 171 Signal=Protect/Rights=Overlap Approach: North Bo und South Bound East Bound West Bo und Movement : L - T - R --- L ---- - T ------ - R ----- L - T - ------- --- R ----II L ----- - T ----- - R -----I ------------I---- Min. Green: 7 ---- ------ 10 ------ -- II 10 -----II 7 ----- 10 ----- 10 ----- II - 7 10 II----------- 10 ----II 7 ----- 10 ----- 10 -----I ------------I Volume Module: Base Vol: 85 748 171 135 565 295 258 386 18 265 718 106 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 '1.00 1.00 Initial Bse: 85 748 171 135 565 295 258 386 18 265 718 106 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ATI: 52 13 0 56 91 3 63 13 2 0 58 6 Initial Fut: 137 761 171 191 606 298 321 399 20 265 776 112 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 137 761 171 191 606 298 321 399 20 265 776 112 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 137 761 171 191 606 298 321 399 20 265 776 112 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 137 - 761 ----- 171 -----II 191 ----- 606 ----- 298 ----- 321 399 II----------- 20 ----II 265 ---- 776 ------ 112 -----I ------------I---- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 -- 5700 ----- 1750 -----II 3150 ----- 5700 ----- 1750 ----- 1750 3800 II----------- 1750 ----II 3150 ---- 3800 ------ 1750 -----I ------------I--- Capacity Analysis Module: Vol/Sat: 0.08 0.13 0.10 0.06 0.11 0.17 0.18 0.11 0.01 0.08 0.20 0.06 Crit Moves• **** **** **** **** Green Time: 14.2 23.1 54.4 10.5 19.3 52.7 33.3 39.1 53.3 31.3 37.1 47.6 Volume/Cap: 0.69 0.67 0.21 0.67 0.69 0.38 0.64 0.31 0.02 0.31 0.64 0.16 Delay/Veh: 54.7 44.5 18.2 57.2 46.5 21.1 38.8 28.6 17.1 33.9 34.9 21.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 54.7 44.5 18.2 57.2 46.5 .21.1 38.8 28.6 17.1 33.9 34.9 21.7 ~DesignQueue: 8 41 6 11 33 11 15 18 1 13 36 4 ~k~~.~~ f 8 Krispy Krems Restaurant Saratoga, CA Level Of Sernce ComputaGOn Report 2000 HCM Operations (Future Volume Akemative) Project (AM) Intersection #3090: SARATOGA/CAMPBELL-PROSPECT Signal=ProtecVRights=Overlap Final Vol: 307 602'"" 191 Lanes: 1 0 3 0 2 ~ ~- 1 ~- ~. Signal=Protect Signal=Protect F'atr Vol: Lanss: Rights=Overlap Vol CM Date: Na Rights=Overlap Lanes: F'ural Vol: CyGe Time (sec): 116 329••• 1 1 112 Loss Time (sec): 12 0 0 403 2 ~ Critical VIC: 0.644 ~ 2 780"' 0 ~ Avg Crk Del (sedveh): 41.0 ~ 0 ~ 1 ~ Avg Delay (see/veh): 37.6 ~ 2 265 LOS: D+ ~,~`?~'~ Lanes: 1 0 3 0 1 Final Vol: 137"' 758 171 Signal=Proted/Righta=Overlap Approach: North Bound Movement: L - T - R Min. Green: 7 10 10 ------------I--------------- Volume Module: Base Vol: 137 761 171 Growth Adj: 1.00 1.00 1.00 Initial Bse: 137 761 171 Added Vol: 0 0 0 Net Trips: 0 -3 0 Initial Fut: 137 758 171 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 137 758 171 Reduct Vol: 0 0 0 Reduced Vol: 137 758 171 PCE Adj: 1.00 1.00 1.00 MLF Adj:. 1.00 1.00 1.00 Final Vol.: 137 758 171 Saturation Flow Module: Sat/Lane: 1900 1900 1900 Adjustment: 0.92 1.00 0.92 Lanes: 1.00 3.00 1.00 Final Sat.: 1750 5700 1750 ------------I--------------- Capacity Analysis Module: Vol/Sat: 0.08 0.13 0.10 Crit Moves: **** Green Time: 14.1 22.8 54.1 Volume/Cap: 0.64 0.68 0.21 Delay/Veh: 55.2 44.9 18.4 User DelAdj: 1.00 1.00 1.00 AdjDel/Veh: 55.2 44.9 18.4 DesignQueue: 8 91 6 South B~ L - T 7 10 191 606 1.00 1.00 191 606 0 0 0 -4 191 602 1.00 1.00 1.00 1.00 191 602 0 0 191 602 1.00 1.00 1.00 1.00 191 602 1900 1900 0.83 1.00 2.00 3.00 3150 5700 0.06 0.11 **** 10.4 19.0 0.68 0.64 57.7 46.9 1.00 1.00 57.7 46.9 11 33 Fund - R 10 298 1.00 298 0 9 307 1.00 1.00 307 0 307 1.00 1.00 307 1900 0.92 1.00 1750 0.18 52.9 0.38 21.1 1.00 21.1 11 East Bound L - T - R 7 10 10 321 399 20 1.00 1.00 1.00 321 399 20 0 0 0 8 4 16 329 403 36 1.00 1.00 1.00 1.00 1.00 1.00 329 403 36 0 0 0 329 403 36 1.00 1.00 1.00 1.00 1.00 1.00 329 403 36 1900 1900 1900 0.92 1.00 0.92 1.00 2.00 1.00 1750 3800 1750 0.19 0.11 0.02 **** 33.9 39.5 53'.6 0.64 0.31 0.04 38.6 28.3 17.1 1.00 1.00 1.00 38.6 28.3 17.1 16 18 1 West B< L - T 7 10 265 776 1.00 1.00 265 776 0 0 0 4 265 780 1.00 1.00 1.00 1.00 265 780 0 0 265 780 1.00 1.00 1.00 1.00 265 780 1900 1900 0.83 1.00 2.00 2.00 3150 3800 0.08 0.21 **** 31.3 37.0 0.31 0.64 33.9 35.1 1.00 1.00 33.'9 35.1 13 36 Fund - R •----- ~ 10 ----- I 112 1.00 112 0 0 112 1.00 1.00 112 0 112 1.00 1.00 112 ------~ 1900 0.92 1.00 1750 ------ ~ 0.06 47.4 0.16 21.8 1.00 21.8 4 Krispy Kreme Restaurant Saratoga, CA Level Ot Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing (AM) Intersection #3746: PROSPECT/WESTGATE WEST Signal=Split/Rights=Include Final Vol: 18 2"' 27 L anes: 0 0 11 0 1 Signal=Proud Signal=Prated FkW Vol• Lanss: Rights=Indude Vd Cnl Dats: 127/2004 Rights=lrxiude Lanes: Final Vd: Cyels Time (sec): 116 0 34 ~... 1 Lo ss Time (s ec): 12 0 1 &SO 2 ~ Critical V/C: 0.360 ~ 2 1466'^" p ~ Avg CrR Del (seWeh): 12.2 ~ 0 3 1 ~ Avg Delay (seWsh): 12.3 ~ 1 41 LOS: B Lanes: 0 0 11 0 0 Final Vol: 0 0 1"' Signal=Split/Rights=lrx9ude Approach: North Bound South Bound East Bound West Bound Movement : L - T - R -- L - --- T ----- - R ----- L - T - II----------- R ----I L - I----- T ----- - R -----I ------------I---- Min. Green: 10 -- ------ 10 ------ - --II 10 -----II -- 10 - --- 10 ----- 10 ----- 7 10 II----------- 10 ----I 7 I----- 10 ----- 10 -----I ------------I-- Volume Module: » Count Date: - 27 Ja n 2004 « Base Vol: 0 0 1 27 2 16 63 850 3 41 1466 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 1 27 2 16 63 850 3 41 1466 34 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ATI: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 1 27 2 16 63 850 3 41 1466 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 1 27 2 16 63 850 3 41 1466 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 1 27 2 16 63 850 3 41 1466 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 --I---- 0 ------ 1 -----II 27 ----- 2 ----- 16 ----- 63 850 il----------- 3 ----I 41 I---- 1466 ------ 34 -----I ---------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.98 0.95 Lanes: 0.00 0.00 1.00 1.93 0.06 0.51 1.00 2.00 1.00 1.00 2.93 0.07 Final Sat.: 0 ---- 0 ------- 1750 ----II 2500 ----- 111 ----- 889 ----- 1750 3800 II----------- 1750 ----I 1750 I---- 5473 ------ 127 -----I ------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.02 0.02 0.04 0.22 0.00 0.02 0.27 0.27 Crit Moves • '`*"'` ***` *""` '`*** Green Time: 0.0 0.0 10.0 10.0 10.0 10.0 10.0 77.0 77.0 7.0 74.0 74.0 Volume/Cap: 0.00 0.00 0.01 0.13 0.21 0.21 0.42 0.34 0.00 0.39 0.42 0.42 Delay/Veh: 0.0 0.0 98.5 49.1 49.8 49.8 52.2 8.5 6.6 54.8 10.4 10.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 98.5 49.1 49.8 49.8 52.2 8.5 6.6 54.8 10.4 10.4 DesignQueue: 0 0 0 2 0 1 4 20 0 2 37 1 ~~~~~~ a • Krispy Krems Restaurant Saratoga, CA Level Of Service Computatan Report 2000 HCM Operations (Future Volume Aftemative) Background (AM) Intersection #3746: PROSPECT/WESTGATE WEST Signal=SpliVRights=lndude Final Vol: ZZ 2"' 42 L anes: 0 0 1!1! 0 1 r Signal=Proted 7 Signal=Prated Final Vol: Lanes: Rights=lndude Vol Cnt Date: Na Rights=lndude Lanes : Final Vol: Cycle Time (sec): 116 0 40 ~.» t Lo ss Time (s ec): 12 0 1 913 2 ~ Critical WC: 0.397 ~ 2 1520"' 0 ~ Avg Crit Del (sedv eh): 14.4 ~ 0 3 1 ~ Avg Delay (secJveh): 13.9 ~ 1 41 LOS: B Lanes: 0 0 11 0 0 Final Vol: 0 0 1"' Signal=SplitlRights=lndude Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - - T -- - - R ----- L - T - II----------- R ----II L - ----- T ----- - R -----I ------------I----- Min. Green: 10 --I----- ----- 10 ----- -----II 10 -----II -- -- 10 ----- - - 10 ----- 10 ----- 7 10 II----------- 10 ----II 7 ----- 10 ----- 10 -----I ---------- Volume Module: Base Vol: 0 0 1 27 2 16 63 850 3 41 1466 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 1 27 2 16 63 850 3 41 1466 34 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ATI: 0 0 0 15 0 6 27 63 0 0 54 6 Initial Fut: 0 0 1 92 2 22 90 913 3 41 1520 40 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 1 42 2 22 90 913 3 41 1520 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 1 42 2 22 90 913 3 41 1520 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 ----I--=- 0 ------ 1 -----II 42 ----- 2 ----- 22 ----- 90 913 II----------- 3 ----II 41 ---- 1520 ------ 40 -----I -------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 ' Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.98 0.95 Lanes: 0.00 0.00 1.00 1.47 0.04 0.49 1.00 2.00 1.00 1.00 2.92 0.08 Final Sat.: 0 -- 0 --- - 1750 -----II 2567 ----- 78 ----- 856 ----- 1750 3800 II----------- 1750 ----II 1750 ---- 5456 ------ 144 -----I ------------i--- Capacity Analysis - Module: Vol/Sat: 0.00 0.00 0.00 0.02 0.03 0.03 0.05 0.24 0.00 0.02 0.28 0.28 Crit Moves• **** *'`'`~ **** **** Green Time: 0.0 0.0 10.0 10.0 10.0 10.0 13.1 77.0 77.0 7.0 70.9 70.9 Volume/Cap: 0.00 0.00 0.01 0.19 0.30 0.30 0.46 0.36 0.00 0.39 0.46 0.96 Delay/Veh: 0.0 0.0 '48.5 49.5 50.5 50.5 49.8 8.7 6.6 54.8 12.2 12.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 48.5 49.5 50.5 50.5 49.8 8.7 6.6 54.8 12.2 12.2 DesignQueue: 0 0 0 2 0 1 5 21 0 2 41 1 F..~'v'~':.~(7l~ Krispy Kreme Restaurant Saratoga, CA Level Of Service Computation Report 2000 HCM Operations (Future Volume Attemetive) Project (AM) Intersection #3746: PROSPECTM/ESTGATE WEST Final Vd: Lanss: Signal=Protect Final Vd: Lanes: hts=Inducts Rig * 118"' 1 J 0 * lr~ p41 2 0 3 1 Lanes: Final Vol: Signal=SpIiURphts=Include 22 2"' 42 0 0 11 0 1 Vd Cnt Date: Na Cycle Time (sec): 116 Loss Time (sec): 12 Critical WC: 0.417 Avg Crit Del (ser/veh): 16.4 Avp Delay (asWeh): 15.1 LOS: 8 0 0 ,~ 0 0 0 0 1 "' Sipnel=Split/Rphts=include Approach: North Bound Movement: L - T - R ------------I--------------- Min. Green: 10 10 10 ------------I--------------- Volume Module: ~ase Vol: 0 0 1 Growth Adj: 1.00 1.00 1.00 Initial Bse: 0 0 1 Added Vol: 0 0 0 Net Trips: 0 0 0 Initial Fut: 0 0 1 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 0 0 1 Reduct Vol: 0 0 0 Reduced Vol: 0 0 1 PCE Adj: 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 Final Vol.: 0 0 1 ------------I--------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 Adjustment: 0.92 1.00 0.92 Lanes: 0.00 0.00 1.00 Final Sat.: 0 0 1750 Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 Crit Moves: *``'` Green Time: 0.0 0.0 10.0 Volume/Cap: 0.00 0.00 0.01 Delay/Veh: 0.0 0.0 48.5 User DelAdj: 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 98.5 ~DesignQueue: 0 0 0 South B L - T 10 10 42 2 1.00 1.00 42 2 0 0 0 0 42 2 1.00 1.00 1.00 1.00 42 2 0 0 42 2 1.00 1.00 1.00 1.00 42 2 1900 1900 0.92 0.92 1.47 0.04 2567 78 0.02 0.03 **** 10.0 10.0 0.19 0.30 49.5 50.5 1.00 1.00 49.5 50.5 2 0 Fund - R 10 22 1.00 22 0 0 22 1.00 1.00 22 0 22 1.00 1.00 22 1900 0.92 0.49 856 0.03 10.0 0.30 50.5 1.00 50.5 1 Signal=Protect Righta=include Lanea: Final Vol: 0 40 1 2 1533"' 0 1 41 East B~ L - T 7 10 90 913 1.00 1.00 90 913 0 0 26 28 116 941 1.00 1.00 1.00 1.00 116 941 0 0 116 941 1.00 1.00 1.00 1.00 116 941 1900 1900 0.92 1.00 1.00 2.00 1750 3800 0.07 0.25 *+** 16.0 77.0 0.48 0.37 47.6 8.8 1.00 1.00 47.6 8.8 7 22 Fund - R 10 3 1.00 3 0 0 3 1.00 1.00 3 0 3 1.00 1.00 3 1900 0.92 1.00 1750 0.00 77.0 0.00 6.6 1.00 6.6 0 West Bound L - T - R --------------- 7 10 10 --------------- 41 1520 40 1.00 1.00 1.00 41 1520 40 0 0 0 0 13 0 41 1533 40 1.00 1.00 1.00 1.00 1.00 1.00 41 1533 40 0 0 0 41 1533 40 1.00 1.00 1.00 1.00 1.00 1.00 41 1533 40 --------------- 1900 1900 1900 0.92 0.98 0.95 1.00 2.92 0.08 1750 5457 142 0.02 0.28 0.28 **** 7.0 68.0 68.0 0.39 0.48 0.48 54.8 13.9 13.9 1.001.00 1.00 54.8 13.9 13.9 2 44 1 ~~~~~~~ Krispy Kreme Restaurant Saratoga, CA Level Or Service Computation Report 2000 HCM Operations (Future Vdume Altemetive) Existing (AM) Intersection #5635: LAWRENCE EXPWY/PROSPECT RD S inal=Proted/Rights=Overlap Final Vol: 415 457"' 113 Lanes: 1 0 3 0 2 ~ ~ ~ ~ 4 Signal=Protect Signal=Prated Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1272004 Rights=Overlap Lanes: Final Vol : Cyde Time (sec): 150 1 436 ~... 1 Lo ss Time (sec): 12 0 0 75,4 1 ~ Critical V/C: 0.778 ~ 2 1057"' 1 ~ Avg Crit Del (Seolveh): 157.8 ~ 0 200 0 ~ Avg Delay (serJveh): 88.7 r 1 T 25 LOS: F Lanes: 2 0 3 0 1 Final Vol: 251"' 1163 36 Signal=Proted/Rights=Overlap Approach: North Bo und South Bound East Bound West Bound Movement : L - T - R L ---- - T ----- - R ------ L - T - I----------- R ----II L - ----- T ----- - R -----I ------------I----- Min. Green: 14 ----- 10 - -----II 10 -----I 14 ---- 60 ----- 10 ------ I 14 10 II----------- 10 ----II 14 ----- 10 ----- 10 -----I ------------I----- Volume Module: » ---- Count I Date: 27 Jan 2004 « 7:00-9:00 Base Vol: 251 1163 36 113 457 415 486 754 200 .25 1057 436 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 251 1163 36 113 457 415 486 754 200 25 1057 436 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ATI: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 251 1163 36 113 457 415 486 754 200 25 1057 436 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 '1.00 1.00 1.00 1.00 PHF Volume: 251 1163 36 113 457 415 486 754 200 25 1057 436 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 251 1163 36 113 457 415 486 754 200 25 1057 436 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 251 ----- - 1163 ----- 36 -----II 113 ---- 457 ----- 415 ------ 486 754 II---------- 200 -----II 25 ---- 1057 ------ 436 -----I I ----------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 1.57 0.43 1.00 2.00 1.00 Final Sat.: 3150 ----- 5700 ----- 1750 -----II 3150 ---- 5700 ----- 1750 ------ 1750 2924 II---------- 776 -----II 1750 ---- 3800 ------ 1750 -----I ------------I Capacity Analysis Modul e: Vol/Sat: 0.08 0.20 0.02 0.04 0.08 0.24 0.28 0.26 0.26 0.01 0.28 0.25 Crit Moves: **** **** **** **** Green Time: 14.0 60.0 74.0 14.0 60.0 92.0 32.0 50.0 64.0 14.0 32.0 46.0 Volume/Cap: 0.85 0.51 0.04 0.38 0.20 0.39 1.30 0.77 0.60 0.15 1.30 0.81 Delay/Veh: 87.8 34.1 19.7 64.8 29.4 14.9 213.6 48.0 33.9 63.0 204 57.1 User DelAdj: 1.00 1.0'0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 87.8 34.1 19.7 64.8 29.4 19.9 213.6 48.0 33.9 63.0 204 57.1 DesignQueue: 19 61 2 9 23 14 34 45 10 2 75 27 Krispy Krertie Restaurant Saratoga, CA 1 Level Ot Service Computation Report 2000 HCM Operations (Future Volume ARemative) Rnr4nrnund /OM1 Intersection #5635: LAWRENCE EXPWY/PROSPECT RD Final Vol: Lansa: Signal=Protect FM1el Vol: Lanes: hts=Overlap Rig * 406"' 1 J 0 610 1 _~ 1 200 0 Lanss: Final Vol: Signal=ProtecVRights=Overlap 415 457"' 139 1 0 3 0 2 ~~~-~-~. Vol Cnt Date: r/a Cycle Time (sec): 150 Loss Time (sec): 12 Critical V/C: 0.790 Avg Crit Del (ser/veh): 166.4 Avg Delay (sedveh): 92.7 LOS: F ~~'?~'~- 2 0 3 0 1 251"' 1163 36 Signal=Protect/Rights=Overlap Lanes: Final Vol: 1 453 0 2 1100"' 0 1 25 Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Min. Green: 14 10 10 14 60 10 14 10 10 14 10 10 Volume Module: ase Vol: 251 1163 Growth Adj: 1.00 1.00 Initial Bse: 251 1163 Added Vol: 0 0 ATI: 0 0 Initial Fut: 251 1163 User Adj: 1.00 1.00 PHF Adj: 1.00 1.00 PHF Volume: 251 1163 Reduct Vol: 0 0 Reduced Vol: 251 1163 PCE Adj: 1.00 1.00 MLF Adj: 1.00 1.00 Final Vol.: 251 1163 ------------I---------- Saturation Flow Module: Sat/Lane: 1900 1900 Adjustment: 0.83 1.00 Lanes: 2.00 3.00 Final Sat.: 3150 5700 ------------I---------- Capacity Analysis Modul Vol/Sat: 0.08 0.20 Crit Moves: **** Green Time: 14.0 60.0 Volume/Cap: 0.85 0.51 Delay/Veh: 87.8 34.1 User DelAdj: 1.00 1.00 AdjDel/Veh: 87.8 34.1 •DesignQueue: 19 61 36 1.00 36 0 0 36 1.00 1.00 36 0 36 1.00 1.00 36 1900 0.92 1.00 1750 e: 0.02 74.0 0.04 19.7 1.00 19.7 2 113 457 1.00 1.00 113 457 0 0 26 0 139 457 1.00 1.00 1.00 1.00 139 457 0 0 139 457 1.00 1.00 1.00 1.00 139 457 1900 1900 0.83 1.00 2.00 3.00 3150 5700 0.04 0.08 **** 14.0 60.0 0.47 0.20 65.7 29.4 1.00 1.00 65.7 29.4 11 23 415 486 759 1.00 1.00 1.00 415 486 754 0 0 0 0 0 65 415 486 819 1.00 1.00 1.00 1.00 1.00 1.00 415 486 819 0 0 0 415 486 819 1.00 1.00 1.00 1.00 1.00 1.00 415 486 819 ----11--------- 1900 1900 1900 0.92 0.92 0.98 1.00 1.00 1.60 1750 1750 2973 ----11--------- 0.24 0.28 0.28 **** 91.3 31.3 50.0 0.39 1.33 0.83 15.3 225.3 50.7 1.00 1.00 1.00 15.3 225.3 50.7 14 34 49 Signal=Protect Rights=Overlap ~- 200 1.00 200 0 0 200 1.00 1.00 200 0 200 1.00 1.00 200 1900 0.95 0.40 726 0.28 64.0 0.65 35.0 1.00 35.0 10 25 1057 436 1.00 1.00 1.00 25 1057 436 0 0 0 0 43 17 25 1100 453 1.00 1.00 1.00 1.00 1.00 1.00 25 1100 453 0 0 0 25 1100 453 1.00 1.00 1.00 1.00 1.00 1.00 25 1100 453 --------------- 1900 1900 1900 0.92 1.00 0.92 1.00 2.00 1.00 1750 3800 1750 0.01 0.29 0.26 **** 14.0 32.7 46.7 0.15 1.33 0.83 63.0 215 58.5 1.00 1.00 1.00 63.0 215 58.5 2 78 28 ~~ ~~ 3 Krispy Krems Restaurant Saratoga, CA Level Of Service Computation Report 2000 HCM Operations (Future Volume Aftemative) Project (AM) Intersection #5635: LAWRENCE EXPWY/PROSPECT RD Signal=ProtecURights=Overap Final Vol: 415 454"' 150 L anes: 1 0 3 0 2 Signal=Protect Signal=Protect Find Vol: Lanes: Rights=Overlap Vol CM Date: Na Rights=Overlap Lanes: Final Vol: Cy de Time ( sec): 150 486» 1 1 466 Lo ss Time ( sec): 12 0 ~ ~ 0 824 1 ~ Critical V/C: 0.791 ~ 2 1105"' 1 ~ Avg Crit Del (serJveh): 167.6 ~ 0 200 0 ~ Avp Delay (ser/veh): 93.1 ~ 1 46 LOS: F Lanes: 2 0 3 0 1 Final Vol: 251"' 1158 53 Sipnel=Protsct/Riphts=Overlap Approach: North Bound South Bound East Bound West Bound Movement : L - T - - R ----- L ---- - T ------ - R ----- L - T - ----------- R ----II L - ----- T ----- - R -----I ------------I---- Min. Green: 14 -- ----- 10 ------ II 10 -----II 14 ---- 60 ------ 10 ----- II 14 10 II----------- 10 ----II 14 ----- 10 ----- 10 -----I ------------I-- Volume Module: Base Vol: 251 1163 36 139 457 415 486 819 200 25 1100 . 453 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 251 1163 36 139 457 415 486 819 200 25 1100 453 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Net Trips: 0 -5 17 11 -3 0 0 5 0 21 5 13 Initial Fut: 251 1158 53 150 454 415 486 824 200 46 1105 466 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 251 1158 53 150 454 415 486 829 200 96 1105 466 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 251 1158 53 150 454 415 486 824 200 46 1105 466 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 251 ---- -- 1158 ------ 53 -----II 150 ---- 459 ------ 415 ----- 486 824 II----------- 200 ----II 46 ---- 1105 ------ 466 -----I I ---------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.63 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 1.60 0.40 1.00 2.00 1.00 Final Sat.: 3150 - 5700 ------ 1750 -----II 3150 ----- 5700 ----- 1750 ----- 1750 2977 II----------- 723 ----II 1750 ---- 3800 ------ 1750 -----I ------------I--- Capacity Analysis Modul e: Vol/Sat: 0.08 0.20 0.03 0.05 0.08 0.24 0.28 0.28 0.28 0.03 0.29 0.27 Crit Moves• **** **** **** **** Green Time: 14.0 60.0 74.0 14.0 60.0 91.3 31.3 50.0 64.0 14.0 32.7 46.7 Volume/Cap: 0.85 0.51 0.06 0.51 0.20 0.39 1.33 0.83 0.65 0.28 1.33 0.85 Delay/Veh: 87.8 39.1 19.9 66.2 29.4 15.3 226.7 51.0 35.0 64.3 216 61.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 87.8 34.1 19.9 66.2 29.9 15.3 226.7 51.0 35.0 64.3 216 61.0 DesignQueue: 19 61 2 it 23 14 34 49 10 3 78 29 • ~~'~~~5 Krispy Kreme Restaurant Saratoga, CA Level Of Service Compulatan Report 2000 HCM Operations (Future Volume Alternative) Existing (AM) Intersection #5640: LAWRENCE EXPWY/SARATOGA Final Vot Lanea: Signal=Protect Final Vol: Lansa: Rights=Indude 480"' 1 0 429 3 J 0 11 1 Signal=Proted/Rights=Overlap 238 191"' 23 1 0 2 0 2 I Signal=Protect Vol Cnt Date: 2/20/2003 Rights=lndude Lanea: Final Vol: Cyde Time (aec): 150 1 35 Loas Tinro (aec): 12 0 CAtiealVlC: 0.456 ~ 3 524"' Avg Crit Del (aedveh): 56.1 ~ 0 Avg Dslay(ssrJveh): 45.8 ~ 1 160 LOS: D ~ ~' ? ~- ~- Lanes: 2 0 3 0 1 Final Vol: 47"' 657 224 Signal=Protect/Rights=Overlap Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Min. Green: 14 10 10 14 55 10 14 10 10 14 10 10 Volume Module: » Count Date: ~ase Vol: 47 657 224 Growth Adj: 1.00 1.00 1.00 Initial Bse: 47 657 224 Added Vol: 0 0 0 ATI: 0 0 0 Initial Fut: 47 657 224 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 47 657 224 Reduct Vol: 0 0 0 Reduced Vol: 97 657 229 PCE Adj: 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 Final Vol.: 47 657 224 ------------I---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 Adjustment: 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 Final Sat.: 3150 5700 1750 ------------I---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.12 0.13 Crit Moves: **** Green Time: 14.0 55.0 69.0 Volume/Cap: 0.16 0.31 0.28 Delay/Veh: 62.8 34.1 25.3 User DelAdj: 1.00 1.00 1.00 Adj Del/Veh: 62.8 34.1 25.3 ~esignQueue: 4 36 10 20 Feb 2003 « 23 191 238 1.00 1.00 1.00 23 191 238 0 0 0 0 0 0 23 191 238 1.00 1.00 1.00 1.00 1.00 1.00 23 191 238 0 0 0 23 191 238 1.00 1.00 1.00 1.00 1.00 1.00 23 191 238 --------------- 1900 1900 1900 0.83 1.00 0.92 2.00 2.00 1.00 3150 3800 1750 --------------- 0.01 0.05 0.14 **** 14.0 55.0 106.1 0.08 0.19 0.19 62.2 31.7 7.5 1.00 1.00 1.00 62.2 31.7 7.5 2 10 6 7:00-9:00 460 429 i.00 1.00 460 429 0 0 0 0 460 429 1.00 1.00 1.00 1.00 460 429 0 0 460 429 1.00 1.00 1.00 1.00 460 429 11--------- 1900 1900 0.92 1.00 1.00 3.00 1750 5700 11--------- 0.26 0.08 **** 51.1 55.0 0.77 0.21 50.4 32.6 1.00 1.00 50.4 32.6 27 23 11 160 524 35 1.00 1.00 1.00 1.00 11 160 524 35 0 0 0 0 0 0 0 0 11 160 524 35 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 11 160 524 35 0 0 0 0 11 160 524 35 1.00 1.00 1.00 1.00 1.00 1.00.1.00 1.00 11 160 524 35 ----11--------------- 1900 1900 1900 1900 0.92 0.92 1.00 0.92 1.00 1.00 3.00 1.00 1750 1750 5700 1750 ----11--------------- 0.01 0.09 0.09 0.02 **** 55.0 14.0 17.9 17.9 0.02 0.98 0.77 0.17 30.3 132.0 69.5 59.8 1.00 1.00 1.00 1.00 30.3 132.0 69.5 59.8 1 12 39 3 4 ~~'~~~6 t Krispy Krems Restaurant Saratoga, CA Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) - Background (AM) Intersection #5640: LAWRENCE EXPWY/SARATOGA Signal=Proted/Rights=Overlap Final Vol: 238 191"' 23 La nes: 1 0 2 0 2 Signal=Prated Signal=Prated Final Vol: Lanss: Rights=lndude Vol Cnt Date: Na Rights=lrrclude Lanes: Final Vol: Cy de Time (sec): 150 ,160••• 1 1 35 Lo ss Time (sec): 12 0 0 4~ g ~ Critical V/C: 0.461 ~ 3 546"' p ~ Avg Crit Del (seG veh): 56.7 ~ 0 11 1 ~ Avg Delay (seWeh): 43.3 ~ 1 181 LOS: D Lanes: 2 0 3 0 1 Final Vol: 47"' 657 255 Signal=Proted/iZghts=Overlap Approach: Nor th Bo und South Bound East Bound West Bound Movement : L - T -- - R -----I L ---- - T ------ - R ----- L - T - ----------- I R ----II L - ----- T ----- - R -----I ------------I----- Min. Green: 14 ----- - --- 10 ----- I 10 -----II 14 ---- 55 ------ 10 ----- I 14 10 il----------- 10 ----II 14 ----- 10 ----- 10 -----I I ----------- Volume Module: Base Vol: 47 657 224 23 191 238 460 429 11 160 524 • 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 47 657 224 23 191 238 460 429 11 160 524 35 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ATI: 0 0 31 0 0 0 0 34 0 21 22 0 Initial Fut: 47 657 255 23 191 238 460 463 11 181 546 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 47 657 255 23 191 238 460 463 11 181 546 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 97 657 255 23 191 238 460 463 11 181 546 35 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 47 ----- 657 ----- 255 -----II 23 ---- 191 ------ 238 ----- 460 463 II---------- 11 -----II 181 ----- 546 ----- 35 -----I ------------I Saturation Flow Mo dule: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3150 ---- 5700 ----- 1750 -----II 3150 ---- 3800 ------ 1750 ----- 1750 5700 II---------- 1750 -----II 1750 ----- 5700 ----- 1750 -----I ------------I- Capacity Analysis Modul e: Vol/Sat: 0.01 0.12 0.15 0.01 0.05 0.14 0.26 0.08 0.01 0.10 0.10 0.02 Crit Moves• **** **** **** **** Green Time: 14.0 55.0 93.6 14.0 55.0 105.6 50.6 30.4 30.4 38.6 18.4 18.4 Volume/Cap: 0.16 0.31 0.23 0.08 0.14 0.19 0.78 0.40 0.03 0.40 0.78 0.16 Delay/Veh: 62.8 34.1 12.5 62.2 31.7 7.7 51.3 52.2 48.1 46.7 69.4 59.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 62.8 34.1 12.5 62.2 31.7 7.7 51.3 52.2 48.1 46.7 69.4 59.2 DesignQueue: 4 36 8 2 10 6 27 31 1 11 41 3 ~~~~~~~ Krispy Krems Restaurant Saratoga, CA Level Or Service Computation Report 2000 HCM Operations (Future Volume Altsmetivs) Projed (AM) Intersection #5640: LAWRENCE EXPWY/SARATOGA Sfgnd=ProledlRi~ta=Overlap Final VoC 245 180"' 23 Lanes: 1 0 2 0 2 ~~1~~ Signal:praed Signal=Prated Fk+al Vol: Lanes: Rights=Include Vol CM Date: Na Rights=Include Lanes: Final Vol: Cycle Time (sec): t 50 470"' 1 1 35 Loss Time (see): 12 0 0 . ~0 g ~ Crftieal VIC: 0.40,8 ~ 3 553'•' 0 ~ Avg Crit Del (sedvsh): 57.5 ~ 0 11 7 ~ Avg Dslay (ss~Jveh): 43.7 r 1 1 B6 LOS: D T ~~t'F'r~ Lanes: 2 0 3 0 1 Final Vol: 47'•' 858 255 Signal=Protscl/Rights=pverl ap Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Min. Green: 14 10 10 14 55 10 14 10 10 14 10 10 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 47 657 255 23 191 238 460 463 11 181 546 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 47 657 255 23 191 238 460 463 11 181 546 35 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Net Trips: 0 2 0 0 -1 7 10 -3 0 5 7 0 Initial Fut: 47 659 255 23 190 295 470 460 11 186 553 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 47 659 255 23 190 245 470 460 11 186 553 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 47 659 255 23 190 245 470 460 11 186 553 35 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 47 659 255 23 190 245 470 960 11 186 553 35 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 '0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 1.00 3.00 1.00 1.003.00 1.00 Final Sat.: 3150 5700 1750 3150 3800 1750 1750 5700 1750 1750 5700 1750 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.12 0.15 0.01 0.05 0.14 0.27 0.08 0.01 0.11 0.10 0.02 Crit Moves• **** **** **** **** Green Time: 19.0 55.0 94.2 14.0 55.0 105.7 50.7 29.8 29.8 39.2 18.3 18.3 Volume/Cap: 0.16 0.32 0.23 0.08 0.19 0.20 0.79 0.41 0.03 0.41 0.79 0.16 Delay/Veh: 62.8 34.1 12.2 62.2 31.7 7.7 52.3 52.6 48.5 96.4 70.3 59.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 62.8 34.1 12.2 62.2 31.7 7.7 52.3 52.6 48.5 46.4 70.3 59.3 • DesignQueue: 4 36 8 2 10 6 28 31 1 12 42 3 • Appendix D Phase 1 Traffic Analysis for the Proposed Krispy Kreme Restaurant in the City of Saratoga prepared by Omni-Means • C~~~~9 ~~ N G I N E E 4 S a l a i..N E R December 16, 2003 Ms. Diane Zimmerman Real Estate Manager 1{rispy Kreme Doughnuts 1875 South Bascom Avenue, Suite 116 Campbell, CA 95008 Subject: Phase I Traffic Analysis for the Proposed IKrispy Kreme Restaurant in the Cky of Saratoga Dear Ms. Zimmerman: The following letter report outlines our initial findings with respect to vehicle trip generation and distribution related to the proposed Krispy Kreme Restaurant in the City of Saratoga. Based on the City's letter (18562B Prospect Road, Application ~D~03-246, Krispy Kreme Doughnuts, November 18, 2003), this information is provided far City staff's preliminary review of project trip generation, trip distribution, and trip assignment prior to finalization of the traffic work- scope. This preliminary analysis is also based on our discussions with the City Engineering staff and transportation consultant.' A. Proposed Project Trip Generation Rates In order to establish peak hour trip generation rates for the proposed ICrispy Kreme project, surveys were conducted at two other existing Krispy Kreme locations. The surveys monitored the number of vehicle trips in and out during the AM (7:OOA:00), mid-day (11:30-i:30), and PM (4:00-6:00) peak traffic periods. Within each of these periods, the highest one-hour volumes were calculated, then divided by the respective ICrispy Kreme's identified square footage. The average of the two trips rates for each peak hour was they calculated, resulting in the trip rates we would expect to utilize for this study. The two sites surveyed are a I{rispy Kreme located in Union City, CA on Dyer Strcet (Alameda County), and a Krispy Kreme in Mountain View, CA on Rengstorff Avenue (Santa Clara County). 'Morgan, Engineering Department, City of Saratoga, and Sohrab Rashid, Traffic Engineer, Fehr & peers Transportation Consultants, Personal communication, December 4, 2003. .. _ .. _ - . ~ _ . = ~ _ ..,, ~ ~~ • C ~? ~ < ~A 94596 • (925) 935-2230 tax: (925) 935-224 7 __ __ __ . - ':ISALiA WAWUT CREEK ~~~~~0 Based upon the surve} findings, the peak hour trip rates that would be utilized for the proposed Krispy Kreme project in Saratoga would be as follows: Union Ciry (4,025 square feet): AM Peak Hour: 104 trips 25.84 trips/ksf Mountain View (3,900 square feet): AM Peak Hour: 132 trips 33.85 trips/ksf Mid-Day Peak Hour: 54 trips i 3.42 trips/ksf Mid-Day Peak Hour: 84 trips 21.54 trips/ksf PM Peak Hour. 62 trips 15.4 trips/ksf PM Peak Hour SO trips 12.82 trips/laf Proposed Saratoga Krispy Kreme Project Averaged Trip Rate: AM Peak Hour: Mid-Day Peak Hour: 29.85 trips/ksf 17.A8 trips/lcsf B. Proposed Project Trip Generation PM Peak Hour 14.11 trlps/ksf The proposed Saratoga Krispy Kreme restaurant would total 4,090 square feet and .would be located is an existing retail center located on the southeast quadrant of the Lawrence Expressway/Prospect Road intersection. Vehicle access would be gained from one limited access driveway (right-turns-only inbound/outbound) off Prospect Road. Based on the Santa Clara Valley Transportation Authority (SCVTA) Congestion Management program {CMP) and the Institute of Transportation Engineers (ITE), a portion of the proposed project trips would represent "pass-by" trips.=' These pass-by trips are inherent to commertdal- retail projects and reflect those customers who are merely stopping at the Krispy Kreme restaurant on their way to/from some other primary trip Purpose- These pass-by trips would only apply to the streets immediately adjacent to the project site. The SCVTA CMP identifies a maximum pass-by rate of 30~b for commercial-retail projects. However, the CMP makes exceptions for gas stations, fast-food establishments, mini-markets, and other uses- Based on ITE research on fast-food restaurants with drive-through windows, the applicable pass-by rate for the =Santa Clara Valley Transportation Authority (SCVTA) Congestion Management Program (CMP), ~ansno anon Impact Ana vsis Guidelines, Section 9.2, page 38, May 7, 1998. 'Institute of Transportation Engineers (ITE), Trip Generation Handbook, October, 1998. 2 v ~~C~~91 A~vI peak hour would be 49 percent and 50 percent during the PM peak hour (no Mid-Day pass- by rate is applicable). Based on the above trip generation rates and pass-by research, the proposed project's trip generation has been calculated in Table 1. As calculated, the proposed project would generate 122 gross AM peak hour trips (61 in, 61 out) with 62 net new AM peak hour trips and 60 pass- by trips. During the mid-day peak hour, the project would generate 72 trips (36 in, 36 out). Finally, during the PM peak hour the project would generate 58 gross trips (29 in, 29 out) with 29 net new PM peak hour trips and 29 pass-by trips. It is noted that the SCVTA CMP transportation analysis guidelines indicate that "The number of pass-by trips and diverted link trips of the proposed project shall not be used to reduce the number of peak hour trips for determining whether a traffic impact analysis is to be completed except for the following uses: •fast food restaurants For these uses, if the pass-by reduction results in less than 100 new weekday peak hour trips, a TIA is not required. However, an operational analysis of the adjacent CMP facilities should be conduced with input from CMP staff. "` We have attached the traffic count data as well as surveys of drive-through activity and parking at the Union City and Mountain View stores. B. Proposed Protect Trip D?~tribution Consistent with the SCVTA CMP TIA guidelines, project trip distribution has been based on existing traffic volumes at the Lawrence ExpresswaylProspect Avenue intersection and overall demographics in the Saratoga, San Jose, and Campbell areas.' In addition, consideration has been given to project access, freeway access, and adjacent intersection/medians. Based on these factors, the proposed project's distribution is estimated as follows: 'Santa Clara Valley Transportation Authority (SCVTA) Congestion Management Program (CMP), ~an~oortation ImCact Analysis Guddelines, Section 3.1, Chapter 3, TIA Scoping, page ll, May 7, 1998. 'Santa Clara Valley Transportation Authority, Congestion Management Program, Existing AM and PM peak hour turning movement counts; Lawrence Expressway/Saratoga Avenue and Lawrence ExpresswaylProspect Road, Fall 2001. 3 ~~'~.~~ Table 1 Proposed Saratoga Krispy Kreme Trip Generation AM, Mid-Day, and PM Peak Hour Project Component: 4,090 square feet Krispy I{reme Restaurant E~ Project TYip Generation Rates:' AM Peak Hour: Mid-Day Peak Hour: PM Peak Hour: Pass-By Rates:" AM Peak Hour: Mid-Day Peak Hour: PM Peak Hour: Project Trip Generation: 29.85 trips/ksf (5096 in, 50~ out) 17.48 trips/ksf (5096 in, 509b out) 14.11 trips/ksf (50 % in, 50 % out) 49 percent Not applicable 50 percxnt AM Peak Hour: 4,090 ksf x 29.85 trips/ksf = 122 trips (61 in, 61 out) AM Pass-By: 122 trips x 4996 pass-by = 6o trips l30 in. 30 outl AM Net New Trips: = 62 trips (31 ia, 31 oat) Mid-Day Trips: 4,090 ksf x 17.48 trips/ksf = 72 trips {36 in, 36 out} AM Peak Hour: 4,090 ksf x 14.11 tripsJksf = SS trips (29 in, 29 out) AM Pass-By: 58 trips x 50 ~ pass-by = 29 tries. f 14 in. 15 outl AM Net New Trips: = 29 trips i1S in, 14 out) (1) Omni-Means Engineers and Planners, AM, Mid-Day, and PM peak period driveway counts, Union City Krispy I{reme Restaurant (December 2, 2003), and Mountain View Krispy I{reme Restaurant (December 3, 2003). (2) Institute of Transportation Engineers (ITE), T,~,'p veneration Handbook, Pass-By Trips and Diverted Link Trips, Fast-Food Restaurant with Drive-Through Window, AM and PM peak hour, Tables 5.8 and 5.9, October, 1998. 4 93 Proposed Project Peak Hour Trip Distribution Lawrence Expressway to/from the north: ~`~ Lawrence Expressway to/from the south: ~`~ Quito Rd. to/from the south: 59'6 Saratoga Rd. to/from the south{west): ~ ~ Prospect Rd. to/from the west: 1596 Prospect Rd. to/from the east: 3096 Saratoga Rd. to/from the north(east): 1596 W. Hamilton Ave. to/from the east: 5`~ W. Campbell Ave. to/from the east: 1~ Total: 10096 The proposed project's peak hour trip distribution has been shown schematically in Figure 1. Asa "worst case" analysis, the project's AM peak hour trip generation has also been assigned (in Figure 1) to the street network to determine potential impacts to adjacent intersections. Based on the SCVTA CMP guidelines, any project that adds 10 or more peak trips per lane ~ an intersection (approach lane) will have to include those intersections in a formal traffic impact analysis.' . As shown in Figure 1, the 10 peak hour vehicle trips per lane would be matched or exceeded at three signalized intersections adjacent to the site along Prospect Avenue and these include the following: .Prospect Road/Lawrence Expressway; .Prospect Road/Mid-Block Retail Access (between Lawrence and Saratoga); .Prospect Road/Saratoga Avenue. We trust that this initial trip generation and peak hour trip distribution for the proposed Saratoga Krispy ICreme project will assist the City in their overall review process. Please call us if you have any quesdvns regarding this Phase I analysis. Sin y, r George .Nickelson, P.E. Branch Manager Attachments °SCVTA CMP Ibid .............. S S a v Z L ~ n' ~ f"' PROSPECT RD. ~- -~ 9 {15°x) 5 -s (~ 31 ~ i' 11 ~ ° M 20-x, r~ 3~ 5 •~ ~ l~ N P~ h, Lti s1_.__ oc,Aa~B~means c ~ .-. 3 v O A.M. Peak Hour Trip Assignment 4- 9 >k ~ ~ Syw ~ S P~ ~~ h~°~ ~3 ~o NET NEWA.M. PEAK HOUR TRIPS fit TOTAL (31 IN, 31 OUT) Not inGuding pass-by trips F~ ~~~ NOT TO SCALE N~ gure 1 ~~~~~5 AVERAGE OF TRIP RATES FROM 12103 SURVEYS Unlon CRy bGatlOn: AM MtD-DAY PM 4.025 sq.R 104 trips 54 trips 82 ~ 25.84 tripstkst 13.42 tripsllcst 15.4 tdpNkst Mountain VNw loeatlon: 132 trips 84 Mps 50 trips 3A~ sq.R. 33.83 tripslkst 21.54 tripsAcsf 12.82 tripwksf AVERAGED TRIP RATE 21.66 tripsAcst 17.ti tripslkst 14.11 trlpsJkd UNION CITY 1421SPY KREME 1212/2003 VEHICLE TRIPS Ta1d IN Orhre-Ttxu Prkg. Lot Total OUT Orive-Thru Prkp. Lot 15 min. Hourly 7:00.7:15 14 8 6 11 5 8 25 7:15-7:30 8 6 2 10 7 3 18 7:307:45 t6 7 6 t2 8 8 ~ 7:458.'00 9 3 6 12 8 8 21 92 8:008:15 15 5 t0 10 5 5 2S 92 8:158:90 10 7 3 11 7 4 21 !1`i 8:30.8:45 18 8 7 18 8 10 9Z !19 8:45.9;Op 9 6 3 15 8 7 24 102 Peak Hour: 8:00-8:00 60 27 23 t;2 28 ZQ Togl IN Drivs.Tlttu Prkp. Lat Total OUT Drhie•~Thru Pr1~. Ld 15 thin. Hotily 11 X0.11:45 8 3 5 8 3 8 17 11:45.12'00 5 2 3 8 2 4 11 12001x15 6 3 3 6 2 4 12 12:1512'30 6 1 4 B 2 4 11 51 12~0t245 9 3 8 7 2 5 10 50 12:451:00 8 4 2 9 5 4 /5 54 ' 1:00-1:15 2 1 1 1 1 0 3 46 1:151:30 3 1 2 1 1 0 4 ~ pelt Hour: 12'001:00 Z! 11 15 2i 11 17 Total IN Drlvs-Thru Prig. lot Talal OUT Orlw-T'hru Prig. Lot 15 min. Hourly 4:00.4:15 11 6 5 9 5 4 20 4a 5-4:30 5 3 2 6 2 4 11 4;30.4;.{5 8 5 1 8 8 2 14 4:456:00 10 7 3 7 S 2 17 62 5:00~6:t5 7 4 3 8 8 2 15 57 5:154:30 8 3 3 8 3 9 12 58 5:303:45 8 3 3 7 3 4 13 57 5:4530 9 6 3 8 6 2 17 57 Peak Hour: 4:003:00 31 21 11 30 18 12 •i •i •i ,~~r~Iv ~ MOUNTAIN VIEW KRISPY KREME 12/3!2003 VEHICLE TRIPS Total IN Drive•Ttuu Prkp. Ld Total OUT prlw-Thru Priap. lot 7:00-7:15 11 5 8 12 6 8 7 7:15-7:30 10 4 8 13 6 T~0-7:46 15 8 9 12 8 8 7;,x,8;00 21 8 1 S 12 2 10 8:00$:15 17 3 14 19 7 12 8:1 b-0^.JQ 13 S 8 19 5 14 30.8;,16 8' 15 10 5 18 9 7 . ~43-0~0 14 T 7 11 4 7 Paak Hour: 7:45-6:45 ii 24 42 Bs 23 43 Total IN Drive-T'hrv Prkp. Ld Total OUT Drhis~Thru Prt~. Lal 11:30.11;46 3 0 3 3 0 5 3 3 11:4612:00 1 S S 0 8 7 12'00-12:13 18 6 10 11 4 12:15.120 10 4 8 8 5 3 123012:46 7 3 4 9 3 8 1Z:~-1:00 10 3 7 10 3 7 7 11:15 8 4 4 9 2 8 4 1:15.1:30 8 4 2 10 Peak Hour: 11/61246 4i 1B 20 3i 1T 19 Total IN Drivs-Ttxu Prl~. Lot ToON OUT Orive-Thru Prkp• Lot 4:00:1 S 4 1 3 9 0 9 1 4:15„40 8 1 S 3 2 1 5 4:3p,4;46 3 1 4 8 8 4 4 4;,16.x;00 8 4 4 S 3 2 b:00.5:18 8 3 3 7 3 4 3:1 S.'f:30 5 2 3 4 0 4 6:305:46 4 1 3 8 4 4 b;~~0 7 2 5 Pnk Hour: 4:30.5:30 Z1 10 14 2i 11 15 15 mn. Hourly 23 23 27 33 108 38 119 32 128 31 132 25 124 15 min. Hoary 8 23 z7 18 74 18 84 2a e1 17 71 16 N 15 min. Hourly 13 9 11 18 49 11 47 12 50 8 47 15 48 ~~~' a~8 ~o o, ~ M M M N ~ f ~~ N *, if1 ~O ^p1 .- 00.- ~•-•- O Nl0 ~A.- O~~` ~O.- ONE sd'' ~' D W ~o n n w n n m ~- n N w O ~ :~ ~ N d d t H n plDn nn1A f101f1 W Om Nfn mmn nON WY)m • d g~~R~l~F3 ~ig~ ~3~3$ ~°~ ~~~ g~ ~~ f ff f ff f off f ~b N1ffm IAbb Ifs if! Yl 1A 16 76 76 76 16 76 16 76 76 76 16 76 ~ 76 76 76 76 76 16 ~ ~ ~ 71 76 76 O N r r N N t'7 . O O ~M ~O O ~.-O X00 X00 000 O ~-~ NOO O.-O 000 o ~ ~ _ O l+f O m w O aD n w N r r r '+~ t O ~ ~ ~ + y ~ i ~~n ~o New wom mnn wnn mmm eemm nnn nww ~~ ~ V ~~ ^ N ~ r O ~ Y~ ~~ O N i6 76 76 76 7s 76 >6 76 76 i6 76 76 76 t6 7s a 76 '6i 76 i! 76 76 ~ 76 7e m O rf to of to N h f a ~ ~ r f m CN O ~~M NNN OPf 1'1 1700 ~-NO x/70 NN{h NN.- Z ~ ~ ~_. F" ~ r r r r r r r r 0 M o ~ ~ ~ ~ ~ ~ d N N ~ W'y' O war' ONN O ^C~ fN~ Mmm IpN~ WNYf N.-O ~ ~~ ~~~ r r ~~ ~~r ~. ~e~ ~~~ ~r~ d W U n i~ i~ i. i. n r` i. n i. is is m do do o m 6o m ed do m b bD p ~ ~ 16e 76 760 76 16 7d l6 76 Za 76 76 76 76 76o i6 16 76 76 76 7i 76 16 76 16 ~~~~~9 0 J W ~ ~~~ ~~ O '- ~ ~ N N N w N Q' ~b O O 00 ~- O~-O 000 NOO ~-~-0 ONO 000 000 r N w 0 W c0 0 0 m 0 H O ~ er ~b ~~ 'COb OW W 0Pm hJ~iD h0 W O W 07 I+CO l~ Am0 ~~ $ ~°~ RlOF~ i~$~R ~3~8 ~~~ ~~$ ~$~ ~~$ ~ ~irv iev vve <vb Iffbb bb abb bO y8 16 'i! Ta 1tl ~ ~ 1E 1A 76 l5 ~ ~ 1d 76 1Q 1tl 1! 11 11 11 1t ffi ~ ~ O ~ N N A /0 •w N Q' ~b O O 000 ~w0 r-NN O~~ NO.- 17 ~'~ OON NOO w N ~ .~- ' b ~ aD ~ m r ~ r H o j~ ~p N 4b YN ~ ~.N-.' ~00 ~N ^ ~w .-N~ ~ ~ bl7 l'7 r• ~ w bmb w w w '~i9 w O~ ~ ~ ~ a ~~ ~# ~3$~ Si~38 ~°~ ~~iR ~g~ ~~ $ ~°~ ~~~ r w .- .~ ~ ~ ~ ~ .~ ^ ~ .~ CV fV ^ ~ r ~ ^ ~ ~ H ~ H w w w i w w w .. _ w w w w w ~ ~ ~ ~ ~ 07 N W • Iff P! 'r A ~ b a~- ~~ .-l+fN O.-O ENO 00'f NNO 1+f~0 wl'7w .~OP9 F N ~~ i N 4 b 0 0 0 0 N 0 .- 0 0^ O b C w N' O r ~ ~ ~ ~^~ ~ ~ ~ ~ K a 8 g°~ RiEi° ~gQ ~~3$ !4°~ ~~~ l~g~ 533 ~~~ ~~~ ~~~ ~~~ m~~ mmm mbm mm• ~ ra~a~ ~ra~s ara A ~~ar ~~e~r ux~e arat~t ~~x N f ~Y • N w i d d 1+~ p d r N M t ~b ~ N N r r ~~'~~ ~5 311 ^ 5 ~Id~lJ ~I~P~H ~Il~ D m m m oho d m m ~~ ' N N A N fJ W -i ~~ .. ~ T O t'" A r r ..~ N N ~, O N V N A r r N m r i a N 1N P i N oNo N Q1 m d v i •i •i f?G~~1~1 ~ ~C ~i O ,, 3 m " ~ a 50 ITE ^ Trip Generation ~~~ #~ ~~~ ~~ ~~ r~ J ~~~ ~~ t~ Handboo4 O Z i til V Chap N 0 v, r i N W n a i ~ ~ ar 5 T Q N bi N 2K Z_ N r r• ~'' J 0 ~i 2 M 1 z M 2 a m a m ffi a Q~?~1~2 r~ Attachment S • ~~c~~~~3 • ARBOR RESOURCES Professional Arboricultural Consulting & Tree Care • A TREE INVENTORY AND REVIEW OF THE PROPOSED NEW BUILDING AT 18562-18578 `B' PROSPECT ROAD SARATOGA, CALIFO1tNIA OWNER'S NAME: KRISPY KREME CORPORATION APPLICATION #: 03-246 APN #: 386-10-043 Submitted to: Community Development Department City of Saratoga 13777 Fruitvale Avenue Saratoga, CA 95070 Prepared by: David L. Babby, RCA Registered Consulting Arborist #399 Certified Arborist #WE-4001A . February 3, 2004 P.O. Box 25295, San Mateo, California 94402 Lmail: arborresources@earthlink.net Phone: 650.654.3351 • Fax: 650.654.3352 • Licensed Contractor #796763 • • David L. Bobby, Registered Consulting Arborist February 3, 2004 SUMMARY • The proposed project exposes 14 trees regulated by City Ordinance to potential damage or removal. Four trees (#9-12) will require removal to accommodate the proposed design. Based on their small size and overall fair condition, I suggest their removal be allowed. Replacements aze suggested. The portion of driveway proposed beneath tree #5's canopy should be redesigned to be entirely east of the existing curb. All other recommendations presented in this report must be carefully followed and incorporated into construction plans. The combined value of trees planned for retention (# 1-8, 13 and 14) is $24,490. INTRODUCTION The City of Saratoga Community Development Department has requested I review the potential tree impacts associated with the proposal to demolish an existing building and pazking lot, and construct a new building (Krispy Kreme Doughnuts) and parking lot at 18562-18578 `B' Prospect Road, Sazatoga. This report presents my findings; provides protection measures and mitigation; identifies each tree's condition, species, size and suitability for preservation; and presents tree appraisal values. Data compiled for each inventoried tree is presented on the table attached to this report. Plans reviewed for this report include the following: Sheets 2a and 2c-2f (dated 10/16/03), 2b (dated 1/6/04), and A11 and 12 (dated 11/17/03) by William A. Huckaby and Associates; and Sheets 1 and 4-10 (dated 10/21/03) by Rauschenbach Marvelli Becker, Architects. A copy of the Preliminary Site & Utility Plan (Sheet 2b) is attached and shows each tree's location, number and canopy perimeter, as well as the recommended location for protection fencing. FINDINGS Fourteen trees regulated by City Ordinance are exposed to being impacted by the proposed design. They include three Coast Live Oaks (#1, 8 and 11), four Canary Island Pines (#4- 7), two Eucalyptus (#2 and 3), three Southern Magnolias (#9, 10 and 12) and two • American Sweet Gums (# 13 and 14). Krispy Kreme Doughnut Store, 18562-18578 `B' Prospect Road, Saratoga Page 1 of 4 City of Saratoga Community Development Department ~~~ ~~S • David L. Babby, Registered Consulting Arborist February 3, 2004 Trees #9-12 will require removal for development purposes. I believe their removal is appropriate and should be mitigated with the installation of trees equivalent to their combined appraised value. Tree #5's health and stability will be endangered by constructing the driveway as proposed. The plans show the new driveway encroaching into the unpaved soil adjacent to its trunk. To achieve a reasonable assurance of this tree's survival, I suggest the portion of driveway and curb beneath this tree's canopy is designed to be no further west than the inside edge of the existing curb. Two electrical line trenches are proposed beneath tree # 14's canopy. By performing this trenching, the tree's stability and health will be adversely impacted. I suggest excavation within 15 feet from the trunk is performed using hand tools only, and all roots two inches and greater in diameter aze retained during the process. The irrigation design will adversely damage roots of trees #1 thru 4. To minimize the impacts, the trench should not exceed six inches in depth and be manually dug. All roots two inches and greater in diameter must be retained during the process. The removal of the existing parking lot and curb can cause significant damage to the roots of adjacent trees. As such, guidelines aze provided in the next section to minimize damage. RECOMMENDATIONS Tree protection fencing must be installed precisely as shown on the attached map and established prior to any demolition, surface scraping, grading or heavy equipment arriving on site. It shall be comprised of five- to six-foot high chain link mounted on two-inch diameter steel posts, driven 18 inches into the ground and spaced no more than 12 feet apart. Once established, the fencing must remain undisturbed and maintained throughout the construction process until final inspection. For trees #1-7, the fence shall be established no further than one-foot from the inside edge of the existing curb. For tree #8 and the three adjacent trees towazds the southeast, the fence posts shall be placed in concrete blocks. 2. The existing fence along the western property boundary (pazallel to Lawrence Expressway) shall remain intact throughout construction. 3. Unless otherwise approved, all construction activities must be conducted outside the fenced areas (even after fencing is removed) and outside from beneath canopies of Ordinance-sized trees inventoried and not inventoried for this report. These activities include, but are not limited to, the following: grading, surface scraping, trenching, storage and dumping of materials, and equipment/vehicle operation and pazking. • 4. The new driveway and curb proposed beneath tree #5's canopy must be redesigned to be located east of the existing curb. Krispy Kreme Doughnut Store, 18562-18578 'B' Prospect Road, Saratoga Page 2 of 4 City of Saratoga Community Development Department ~`~~~®~ David L. Babby, Registered Consulting Arborist February 3, 2004 5. Trenches for the proposed irrigation lines beneath canopies shall not exceed six inches in depth below existing soil grade and be dug using hand tools. All roots two inches and greater in diameter shall be retained during the process. 6. The proposed electrical line trenches within 15 feet of tree #14's trunk shall be performed manually and all roots two inches and greater retained during the process. No equipment shall operate or park on unpaved soil within this distance. 7. Great care must be taken to not over excavate when installing the westernmost curb beneath the trees' canopies. During the process, all roots one-inch and greater in diameter shall be cleanly severed at the edge of the soil line using loppers or a handsaw. All roots two inches and greater in diameter shall be wrapped in a plastic bag secured by tape or a rubber band. 8. All underground pipes and irrigation lines planned for removal beneath the trees' canopies should remain buried and cut off at existing soil grade. 9. At the start of construction (during the months of Mazch thru September), supplemental water shall be supplied to trees # 1-7 and 14 at a rate of 10 gallons per inch of trunk diameter every two weeks. The water should be applied through soakers hoses placed beneath mid-canopies. 10. The disposal of harmful products (such as chemicals, oil and gasoline) is prohibited beneath canopies or anywhere on site that allows drainage beneath canopies. Herbicides/pesticides used beneath canopies must be labeled for safe use near trees. 11. Any existing plant material planned for removal beneath tree canopies must be either cut to grade or manually pulled from the ground. 12. Soil placed within the new portion of the planter azea shall contain less than 10% clay. 13. The existing asphalt and curb beneath the trees' canopies shall be carefully removed to avoid damaging roots located immediately beneath or adjacent to the asphalt and curb. Upon its removal, the hardscape must be broken into small pieces using a jackhammer. The pieces must then be manually lifted and placed on a loader. Where between the existing and future curb, any base rock covering visible roots shall remain intact. Those visible roots of two inches and greater in diameter shall be immediately (within one-hour) covered with asix-inch layer of landscape soil mix or clean sand and kept moist until the overlaying materials aze installed. Please note the loader shall remain on pavement at all times and off exposed soil and roots. 14. Fertilization shall be applied to trees #1-7 and 14 at approximately two weeks prior to commencing demolition. It should contain a solution comparable to four pounds of Greenbelt 22-14-14 per 100 gallons of water and be injected into the soil (by deep-root injection) beneath the trees' canopies with less than 200-300 pounds of pressure. The • recommended application rate is ten gallons of solution per inch of trunk diameter. Krispy Kreme Doughnut Store, 18562-18578 'B' Prospect Road, Saratoga Page 3 of 4 City of Saratoga Community Development Department ,~, ~~~~~~7 • ~,~: fES6=-fi771~B~t§mpeetRwd .,S.ruDp PRELIMINARY SITE & UTLITY PLAN fig: City of Sump Co®miry Developmrnt DryatrneDt I tl9fH~ Mep idtatlfiee 11 trey of Ormottna riff. I ~.. ~ - ~I ~' T F :` COPY Faime,m en; epproamem. .. AID tui hen red•eed in tlm mdu tat m txele. ~ . .~. . _ . tom. Fehtetuvy 3, 2001. ~ ( ~ ~ ~ ~ ~ - 113.E ,,._ ,,. N T39 J9 E; 423.95' r _ _ _ ~ ,,.,, ~"T~e~u. .. -- -------. J __ _ _. __. _ - W.~ I, a ,- ~: TITLE PARCEL I ' 14 `\~~ ~ ~ %~ EXISTING ~~ WoRKwT __ / ~~`~ COMMERCIAL AREA - i ~, 16,500 SF GROSS - 99,2371 SF or 2.281 ACRES , NET - 93,4341 SF or 2.141 ACRES ; i /~ /, ~~ ~ - ... -- T~.,.. ~ ~ III-''`.' .... ._...,~,~-c 1 ,.......~..~_.~. ~ / / I '~~ I° ~ 1 I I rl 1 ~ j /~wancinar\~~ y~ ... ~.. - ~, , -tt ~ /~/~ ~ V ~. 1 1 / .- \ eAW dlr IJRE c T.B ~ 7S YS .- ed I' 30 LS, Dyer o9S eOeA• es ,l`-oOrs - - , ~ " ....-.--- ..~~~T 9 y ~ ~ lY1'/ ` "i ', t ~ © -.ice ~ ~ ~ \ d I ~ `+. - t -`ao. w w w i n-- ; w •iw ~ p to-, wt nfF w,.r~ y R19JJ.00' ~ ,\4\ I i .~ '_ _©-I v- _ 1 b - ~,. 'r /.. ~.... ~\~ ip~9'25 J0' is -' ~ ..:~~~ YYY m~`. _7T. ~eJ / ~ / / // ~~ la n .: I se. ~ ~ © . 11 , ~ I SAWCVT~INE / \y ~• . credo'. . -k~ `t '' m. a ~ .,.en ~, B O.erk- ,tt :,~~ I ~ (,, y . /../ 1 t a 1 ~ r' yy ~ ~` / /~ IpGYT~1L 1. \ oR~ov a l- „. ~ _ ~ .;~~ r 4 - ~ ~~~' l UTILITY NOTES: I ';~~~llv._i~•t.~: et r't .. .ti ~),..• i~ 5 6 ~ C ~u vnunes srw~xesrtnDeDrot .. ~.\ b. ..... ....' ~\ ~y SEWER TO eE M3TI~LLED 6TNR1Nf'OI c ~'_ /~ ca~cr To t[><ar a.r.r.Rr eErl~a 'o s ~~: .. y ` ~, ~~i. ,\`,, 4 R=7~6.4E' ~~ >~ ..ra:a/r~s.u,~..c oar.. `.~• t `,\ - ~ ~ ~ ~~~ p~1Tl,:'1~- ~ IMxa:t:e+~a. ~1Raln.ee#a7 eh ~. ~~ ?'- . , ~~- P ~:.~..4vrtaR.a..~wcasnal 1 t ~ ` 1 ~ j ~ V ~' Mtt4~l~V O'MIOLO+ • " Y^r~_' yY ~~n '''' '' ARBOR RFSOL'RCES `~ /'~ TREE PROTECTION FENCING ~ ~,-~. ).rre.tlr..i A•M..r•1r. r.tG«asarwi ~ Tre. C GIN ``N P O F-. :!•;• . k 41x. C.i . w:. , ..i , P!.. ~E4'~•l4.jtti • F~».:. a~a'rtsam~u~'~t~.aC 1~• -..-..... --'~ ~~~~~~8 • Attachment 6 • ~G~1Q~9 " ~ ~~ • • • Ciry of Saratoga Community Development Department 13777 Fruitvale Avenue Saratoga, CA 95070 408-868-1222 NOTICE OF PUBLIC HEARING The City of Saratoga's Planning Commission announces the following public hearing on Wednesday, the 9`~ day of June 2004, at 7:00 p.m. Located in the City Theater at 13777 Fruitvale Avenue, Saratoga, CA 95070. Details are available at the Saratoga Community Development Department, Monday through Friday 8:00 a.m. - 5:00 p.m. PROJECT LOCATION:18562 B Prospect Road, APN 386-10-043 Application N0.03-246, Golden Gate Doughnuts, LLC, The applicant is requesting approval of a Design Review and a Conditional Use Permit to demolish the existing 3,960 square foot commercial building and construct a new 4,090 square foot commercial building for a Krispy Kreme Doughnut Store. Maximum height of -the structure will not exceed 20 feet. The parcel is 99,434 gross square feet and part of an existing shopping center. All interested persons may appear and be heard at the above time and place. If you challenge a decision of the Planning Commission pursuant to a Public Hearing in court, you may be limited to raising only those issues you or someone else raised at the Public Hearing. In order for information to be included in the Planning Commission's information packets, written communications should be filed on or before the Tuesday, a week before the meeting. This notice has been sent to all owners of property within 500 feet of the project that is the subject of this notice. The City uses the official roll produced by the County Assessor's office annually, in preparing its notice mailing lists. In some cases, out-of -date information or difficulties with the U.S. Postal Service may result in notices not being delivered to all residents potentially affected by a project. If you believe that your neighbors would be interested in the project described in this notice, we encourage you to provide them with a copy of this notice. This will ensure that everyone in your Community has as much information as possible concerning this project. John F. Livingstone, AICP Associate Planner 408.868.1231 • . ~~~~~~ • • • • 18562 B Prospect Road ~~3~.~1 • ' C~~u~nty of Santa CIS Office of the County Clerk-Recorder Business Division . County Government Center 70 West Redding Street, E. Wing, 1`` Floor San Jose, California 95110 (408) 299-5665 ENVIRONMENTAL DECLARATION For CLERK-RECORDER'S USE ONLY '~~ JUN 6 2004 POSTED ON THROUGH IN THE OFFICE OF THE COUNTY CLERK-RECORDER BRENDA DAVIS, COUNTY CL gY ,DEPUTY NAME OF LEAD AGENCY: C' ~-C`E O~ -S~ 'PrZ~ NAME OF APPLICANT: GOL~OC hf Gh^[~S (,~oUGNlvv cS CLASSIFICATION OF ENVIRONMENTAL DOCUMENT: 1 2 •3 4 5 (~ NOTICE OFfit@tV ~N ~ ~ ,N 1 ( ) NOTICE OF EXEMPTION FOR CLERK-RECORDER FILING STAMP ENI~~~SED MAY 1 7 2004 BRENDA DAVIS, County Clerk-Recorder Santa Clara County gy Deputy FILE N0. CA Dept. of Fish and Game Receipt # NOTICE OF DETERMINATION NEGATIVE DECLARATION PURSUANT TO PUBLIC RESOURCES CODE § 21080(C) ( ) 1275.00 REQUIRED ($1250.00 STATE FILING FEE AND $25.00 COUNTY CLERK FEE) ( ) CERTIFICATE OF EXEMPTION AND/OR DE MINIMUS IMPACT FINDING STATEMENT ATTACHED NOTICE OF DETERMINATION ENVIRONMENTAL IMPACT REPORT PURSUANT TO PUBLIC RESOURCES CODE § 21152 ( ) 875.00 REQUIRED ($850.00 STATE FILING FEt AND $25.00 CCUNTY CLERK FEE) ( ) CERTIFICATE OF EXEMPTION AND/OR DE MINIMUS IMPACT FINDING STATEMENT ATTACHED Other: ~\f0 ~\L~ o~ ~N~C~NT '-TO ~b~P ~ ~ >J~~ ~~C~ NOTICE TO BE POSTED FOR M\f~ r~~ DAYS. THIS FORM MUST BE COMPLETED AND ATTACHED TO THE FRONT OF ALL ENVIRONMENTAL DOCUMENTS LISTED ABOVE (INCLUDING COPIES) SUBMITTED FOR FILING. . CHECKS SHOULD BE MADE PAYABLE TO :COUNTY CLERK-RECORDER. Board of Supervisors: Donald F. Gage, Blanca Alvarado, Pete McHugh, James T. Beall, Jr., Liz Kniss '' ' `Acting County Executive: Peter Kutris, Jr. • O~ ~~~~~~ • C~B~ ~ ~~~ `~,~OO C~G~ • 13777 FRUITVALE AVENUE SARATOGA, CALIFORNIA 95070 • (408) 868-1200 COUNCIL MEMBERS: Ir-corporated October 22, 1956 NOTICE OF INTENT TO ADOPT A NEGATIVE DECLARATION PROJECT LOCATION: 18562 B Prospect Road, Saratoga, CA 95070 APN 386-10-043 Stan Bogosian Kathleen King Norman Kline Nick Streit Ann Waltonsmith DESCRIPTION OF THE PROPOSED PROJECT: The applicant is requesting approval of a Design Review and a Conditional Use Permit to demolish the existing 3,960 square foot commercial building and construct a new 4,090 square foot commercial building for a Krispy Kreme Doughnut Store. Maximum height of the structure will not exceed 20 feet. The parcel is 99,434 gross square feet and located in an existing shopping center. REVIEW PERIOD DURING WHICH THE CITY WILL RECEIVE COMMENTS: May 17, 2004- June 7, 2004 LEAD AGENCY CONTACT: Please direct all written correspondence to John F. Livingstone AICP, Associate Planner, 13777 Fruitvale Avenue, Saratoga, CA 95070 (408) 868-1231. DATE/TIME/PLACE OF PUBLIC HEARINGS: Planning Commission Meeting June 9, 2004 at 7pm in the Saratoga Civic Theater at City Hall located at 13777 Fruitvale Avenue, Saratoga, CA 95070. COPIES AVAILABLE FOR PUBLIC REVIEW: The Initial Study and Negative Declaration are available for public review at City Hall, Planning Department located at 13777 Fruitvale Avenue Saratoga, CA 95070. LJ • ~C''~~g3 ~ ~ NOTE TO NEWSPAPER: Please typeset text. This is a complete notice to be published 05/18/04. NOTICE OF ENVIRONMENTAL NEGATNE DECLARATION City of Saratoga Community Development Department 13777 Fruitvale Avenue Saratoga, CA 95070 (408) 868-1222 DATE: May 11, 2004 SUBJECT: An Environmental Initial Study and Negative Declaration have been prepared by the City of Saratoga and are on file in the Community Development Department for Application #03-246 PROJECT LOCATION: Parcels (A.P.N.386-10-043)18562 B Prospect Road, Saratoga CA 95070. APPLICANTS: Golden Gate Doughnuts, LLC,121519`h Street, Suite 210, Sacramento CA 95814 PROJECT DESCRIPTION: The applicant is requesting approval of a Design Review and a Conditional Use Permit to demolish the existing 3,960 square foot commercial building and construct a new 4,090 square foot commercial building for a Krispy Kreme Doughnut Store. Maximum height of the structure will not exceed 20 feet. The parcel is 99,434 gross square feet. An Environmental Initial Study and Negative Declaration are available for review at the Ciry of Saratoga in the Community Development Department at the above address. Written comments should be submitted to the Planning Division of the Community Development Department no later than June 7, 2004. ~~' ~~.14 • • • AFFIDAVIT OF MAILING NOTICES • STATE OF CALIFORNIA ) SS. COUNTY OF SANTA CLARA ) 1, John F. Livingstone, being duly sworn, deposes and says: that I am a citizen of the United States, over the age of 18 years; that acting for the City of Saratoga Planning Commission on the 13 day of May2 2004, that I deposited in the City of Saratoga Mail Room within Santa Clara County, a NOTICE OF HEARING, a copy of which is attached ~N.n Ai C G .D ~ C . hereto, with postage thereon prepaid, addressed to the following persons at the addresses shown, to-wit: (See list attached hereto and made part hereof) that said persons are the owners of said property who are entitled to a Notice of Hearing • pursuant to the Zoning Ordinance of the City of Saratoga in that said persons and their addresses are those shown on the most recent equalized roll of the Assessor of the County of Santa Clara as being owners of property within 500 feet of the property to be affected by the application 18562 B Prospect Road; that on said day there was regular communication by United States Mail to the addresses shown above. _ ~ igned • ~C'~~.~5 ~ ,. COCHRANE, DONALD A & PAMELA L Or Current Owner APN 37826014 75 ARROWHEAD LN TOGA CA 95070-6551 CUPERTINO PARTNERS VI ET AL ETAL Or Current Owner APN 38136014 4675 STEVENS CREEK BL 230 SANTA CLARA CA 95050 CUPERTINO PARTNERS VI ET AL ETAL Or Current Owner APN 38136023 4675 STEVENS CREEK BL 230 SANTA CLARA CA 95050 Or Current Owner APN 38610004 ADDRESS NOT AVAILABLE-5 HH KATO, YASUTO TRUSTEE ETAL Or Current Owner APN 38610033 1745 SARATOGA AV C JOSE CA 95129 TEST BAPTIST CHURCH OF QUITO PARK Or Current Owner APN 38610040 1735 SARATOGA AV SAN JOSE CA 95129-5203 Or Current Owner APN 38610044 Or Current Owner APN 38610049 ADDRESS NOT AVAILABLE-5 KK RUSSO, RAY A SR TRUSTEE ETAL Or Current Owner APN 38623039 PO BOX 41057 SAN JOSE CA 95160-1057 ~SS, ROGER L & JEAN C urrent Owner APN 38623048 18670 SAN PALO CT SARATOGA CA 95070-3531 • NOON, LAWRENCE B Or Current Owner APN 37826015 P O BOX 1293 CUPERTINO CA 95015 CUPERTINO PARTNERS VI ET AL ETAL Or Current Owner APN 38136016 4675 STEVENS CREEK BL 230 SANTA CLARA CA 95050 CUPERTINO PARTNERS VI ET AL ETAL Or Current Owner APN 38136025 4675 STEVENS CREEK BL 230 SANTA CLARA CA 95050 PATRICK, EDWARD H SR & VIRGINIA E TRUSTEE Or Current Owner APN 38610006 645 E MISSOURI AV PHOENIX AZ 85012-1369 KATO, YASUTO TRUSTEE ETAL Or Current Owner APN 38610036 1745 SARATOGA AV C SAN JOSE CA 95129 MALONE, W B & MARY Or Current Owner APN 38610041 1735 SARATOGA AV SAN JOSE CA 95129-5203 Or Current Owner APN 38610045 DAMICO TIIZE SERVICE INC Or Current Owner APN 38610055 PO BOX 969 SAN JOSE CA 95108-0969 CHO, TIK-FAI & TERESA M Or Current Owner APN 38623046 12336 LOLLY DR SARATOGA CA 95070-3515 MATISON, ROBERT C & MARY L TRUSTEE Or Current Owner APN 38623049 18668 SAN PALO CT SARATOGA CA 95070-3531 CUPERTINO PARTNERS VI ET AL ETAL Or Current Owner APN 38136012 4675 STEVENS CREEK BL 230 SANTA CLARA CA 95050 CUPERTINO PARTNERS VI ET AL ETAL Or Current Owner APN 38136018 4675 STEVENS CREEK BL 230 SANTA CLARA CA 95050 CUPERTINO PARTNERS VI ET AL ETAL Or Current Owner APN 38136026 4675 STEVENS CREEK BL 230 SANTA CLARA CA 95050 SEGALL, JOHN B & REVA A TRUSTEE Or Current Owner APN 38610007 456 CORNELL AV SAN MATEO CA 94402-2204 CAMPBELL UNIONS D Or Current Owner APN 38610038 SARATOGA CA 95070-0000 RUSSO, RAY A SR TRUSTEE ETAL Or Current Owner APN 38610043 20380 TOWN CENTER LN 170 CUPERTINO CA 95014 Or Current Owner APN 38610046 SARATOGA AV BAPTIST CHURCH Or Current Owner APN 38610056 1735 SARATOGA AV SAN JOSE CA 95129-5203 DESAI, GITA & ANIL Or Current Owner APN 38623047 12324 LOLLY DR SARATOGA CA 95070-3515 PHILLIPS, STEVEN M & JYH- HUA S Or Current Owner APN 38623050 18656 SAN PALO CT SARATOGA CA 95070-3531 ~~~~~~ HO, HAE CHON & JOONG SIM Or Current Owner APN 38623051 18651 SAN PALO CT SARATOGA CA 95070-3531 YEE, ALBAN & ANGELA Or Current Owner APN 38623054 19746 VIA GRANDE DR SARATOGA CA 95070-4467 RUSSO, RAY A SR TRUSTEE ETAL Or Current Owner APN 38623058 PO BOX 41057 SAN JOSE CA 95160-1057 DENNIS, DAVID E & SHARLENE E Or Current Owner APN 38661022 18735 CABERNET DR SARATOGA CA 95070-3562 ANDRES, RODRIGO T & JULITA D TRUSTEE Or Current Owner APN 38661025 18759 CABERNET DR SARATOGA CA 95070-3562 RASTEGAR-PANAH, MOHSSEN ETAL Or Current Owner APN 38623052 18663 SAN PALO CT SARATOGA CA 95070-3531 BECKER, DARYL V Or Current Owner APN 38623055 18699 SAN PALO CT SARATOGA CA 95070-3531 WIENER, CHARLES & PHYLLIS H TRUSTEE Or Current Owner APN 38661020 18728 CABERNET DR SARATOGA CA 95070-3561 LE, TOAN P & NICOLETTE Or Current Owner APN 38661023 18743 CABERNET DR SARATOGA CA 95070-3562 LIOU, JIANN-HWA & CHUN-PA Or Current Owner APN 38661026 18767 CABERNET DR SARATOGA CA 95070-3562 • HOLLOWAY, GARRY L & MISTY M TRUSTEE ETAL Or Current Owner APN 38623053 1500 EL OSO DR SAN JOSE CA 95129 LOOS, DUANE E & LISA A Or Current Owner APN 38623056 18711 SAN PALO CT SARATOGA CA 95070-3531 UELMEN, MARTHA A & GERALD F TRUSTEE Or Current Owner APN 38661021 18727 CABERNET DR SARATOGA CA 95070-3562 FAI, WILLIAM S & DOLLY I Or Current Owner APN 38661024 18751 CABERNET DR SARATOGA CA 95070-3562 • ~: ~ ~ Santa Clara County Fire Department San Jose Water Company 14700 Winchester Blvd. 1221 South Bascom Avenue Los Gatos, CA 95030 San Jose, CA 95128 Santa Clara Valley Water District West Valley Sanitation District 5750 Almaden Expressway Attn: Jonathan Lee San Jose, CA 95118 100 East Sunnyoaks Avenue Campbell, CA 95008 Bay Area Air Quality Management Pacific Gas and Electric Campbell Union School District 939 Ellis Street San Jose Land Rights Office 155 North Third Street San Francisco, CA 94109 111 Almaden Blvd. Room 814 Campbell, CA 95008 San Jose , CA 95115 Darren McBain Bill Lee City of San Jose Planning Dept. 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