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02. U-2005-09 KCR CITY OF CUPERTINO 10300 Torre Avenue, Cupertino, California 95014 DEPARTMENT OF COMMUNITY DEVELOPMENT REPORT FORM Application: U-2005-09, ASA-2005-06, EA-2005-06 Agenda Date: December 20, 2005 Applicant: Todd Lee Owner: Evershine VI Location: 19620-19780 Stevens Creek Boulevard, APN 369-06-008, 009, 010 APPLICATION SUMMARIES: USE PERMIT to demolish approximately 15,267 square feet of existing commercial space and construct a new 37,250 square foot two story building at an existing shopping center (11arketplace) ARCHITECTURAL & SITE APPROVAL to demolish approximately 15,267 square feet of existing commercial space and construct a new 37,250 square foot two story building at an existing shopping center (Marketplace) , RECOMMENDATION: Staff recommends that the Planning Commission: 1. Discuss and continue the item to give the applicant sufficient time to address project concerns *Standard resolution of approval will be provided at the hearing should the Commission decide to approve the project. Project Data: General Plan Designation: Zoning Designation: Total Site Area: Tenant Space Square Footage: Floor Area Ratio: Lot Coverage: Proposed Bldg. Height: Proposed Front Setback: Commercial/ Office/Residential P (Heart of the City) 9.9 Acres (431,494 sq. ft.) 37,250 square feet Approx. 31 % Approx.25% Approx. 33' - 6" Approx.35' Environmental Assessment: Mitigated Negative Declaration BACKGROUND: In December of 2000, the applicant (Evershine) obtained approval from the City to build buildings A (recently completed) and B (Elephant/RamenRama/RedMiso). Since then, d-I U-2005-09, ASA-2005-06, EA-2005-06 Page no. 3 December 20, 2005 The existing bank building and a large shopping center tenant space (previously occupied by gateway computers) will be demolished as part of this approval (shaped in red - see diagram below). '- ./ '- .... - D~DCJ[]DDDD~, Il fJ Staff recommends that the Planning Commission discuss the project at its December 20th hearing. However, there are several substantial issues that should be resolved prior to the Commission making its recommendation. The issues are as follows: ~ Parking Impact ~ Building Design/Landscaping ~ Neighborhood Concerns DISCUSSION: Parking Impact Pang Engineering conducted a parking demand study for the proposed expansion project (Exhibit A). An actual on-site parking demand survey was performed for a weekday (Thursday, November 17, 2005) and a weekend-day (Saturday, November 19, 2005) for several peak periods. The intent was to capture the lunch and dinner peak periods in combination with the retail commercial and office uses for the Market Place shopping center. The parking demand study and survey concluded that the parking demand generated by the proposed expansion will exceed the number of spaces available on site. The site provides 583 stalls, 59 stalls short of 642 stalls that the parking 3 d-~ U-2005-09, ASA-2005-06, EA-2005-06 December 20, 2005 Page no. 4 demand study finds that the proposed project will need to sufficiently facilitate both the existing and new tenants. As a point of reference, if the Parking Code were strictly applied, the center would be required to provide 679 stalls, resulting in a 96-stall deficiency. Either the expansion will need to be reduced in size or additional parking must be made available. The applicant has several options to rectify this problem. Option 1: The first option is to delete the proposed second floor office spaces. The proposed second floor office is approximately 15,870 square feet, which requires 1 parking stall per each 285 square feet of office area. This equates to 56 stalls of parking demand. With a deletion of approximately 750 square feet of either existing or proposed commercial space parked at 1 stall per 250 square feet, the parking deficiency would be balanced. Please see the following chart: Parkin Stalls 583 524 59 +56 (Demand Stalls) + 3 (Demand Stalls) New Deficien Option 2: The second option would require the applicant to delete portions the proposed second story office space (2,700 sq. ft.) and portions of the proposed ground floor commercial space (2,700 sq. ft.), equating to approximately 20 stalls of parking demand. In addition, the applicant would have to reconfigure the deleted parking area and provide at least 39 new additional stalls in order to balance the parking deficiency. Please see the following chart: 4 9-t U-2005-09, ASA-2005-06, EA-2005-06 Page no. 5 December 20, 2005 Parking Stalls Required Parking Per Parking Demand 583 Study Parking Stall Proposed by the Project 524 Deficiency 59 Delete Approximately 2,700 sq. ft. of +9 (Demand Stalls) New Second Story Office Space Parked at 1 stall/285 sq. ft. Delete Approximately 2,700 sq. ft. of +11 (New Stalls) New Ground Floor Commercial Space Parked at 1 stall/250 sq. ft. New Deficiency o (Balanced) Option 3: The third option requires the applicant to eliminate portions of the existing commercial square footage by approximately 5,625 sq. ft., equating to approximately 23 stalls of parking demand. The area eliminated would then be reconfigured into the existing parking lot to create approximate 36 additional new stalls to balance the parking deficiency. Please see the following chart: Parking Stalls Required Parking Per Parking Demand 583 Study Parking Stall Proposed by the Project 524 Deficiency 59 Delete Approximately 5,625 sq. ft. of +23 (Demand Stalls) Existing Commercial Space Parked at 1 stall/250 sq. ft. Add 36 new stalls +36 (New Stalls) New Deficiency o (Balanced) The applicant suggested that another survey be taken during regular shopping seasons as opposed to the peak of the shopping period during November. Staff recommends that the Commission continue this project so a second survey may be performed per the applicant's suggestion. d-S 5 , U-2005-09, ASA-2005-06, EA-2005-06 Page no. 6 December 20, 2005 Building Design/Landscaping The final complete architectural drawings were submitted a day before the preparation of the Commission's staff report. Currently, the City Architectural Consultant is reviewing the most recently revised architectural drawings and will provide additional design comments. Likewise, the applicant is anticipating some alternations to the proposed building footprint; therefore the project-landscaping plan has not been provided as part of this review. The project is proposing approximately 15 non- specimen trees to be removed. Staff recommends that the Commission continue this item in order to allow staff sufficient time to review the complete architectural and landscaping drawings. Neighborhood Concerns The applicant held a neighborhood meeting on December 7, 2005 at the project site in the old GatewayComputer tenant space. The concerns raised by the are summarized below: Landscapin~ Concerns were raised regarding the previous removal of approximately 10 palm trees that use to line up the entry drive of the shopping center. One neighbor suggested that these trees are of significance to the area and the center as they were there prior to the development of the shopping center. Staff Comment: Replacement palm trees will be required as a condition of the project. The applicant should incorporate them into the revised landscaping plan. The replacement palms should also line up the new entry drive of the center. Restaurant Odor Many neighbors expressed concerns about the odors from existing restaurants. The neighbors wanted odor abatement systems to be installed on all (new and existing) restaurants in the center. Staff Comment: In response to this concern, the Shopping Center management has elected to require the installation of odor abatement hood systems on all new restaurant tenants including but not limited to the following tenants: New Restaurants Wahoo Fish Taco Prima Taste Potsticker King (new relocated space) As a mitigation measure of the project, a condition will require that all existing restaurants install odor abatement system to help reduce the amount of odor generated 6 .9-(0 U-2005-09, ASA-2005-06, EA-2005-06 December 20, 2005 Page no. 7 by the existing restaurant. The applicant is aware of this condition and is not expressing opposition. Based on the information provided by the applicant, this condition would apply but not limited to the following existing restaurant tenants: Existing Restaurants OIarn Thai Cuisine J.T. McHart's Pizza RamenRama/Red Miso Elephant Bar (odor abatement system already ordered and being designed) Operational Issues Neighbors expressed concerns on some of the operational issues of the shopping center, such as late night garbage service activities and the delivery schedule of the new ' building. The neighbors questioned the location of the new garbage enclosures and suggested that the hours of garbage services be re-evaluated to avoid impacts to the adjacent residential neighborhoods. Staff Comment: The project site plan does not specify the location and size of the new garbage enclosures associated with the expansion project. The applicant will need to provide an updated site plan providing details of any new trash facilities in order to fully evaluate this issue. In addition, the applicant should provide a trash activity/pickup and delivery truck schedule for evaluation. Parkin~ Concerns were raised regarding lack of parking and whether if the project is provide sufficient parking to facilitate the expansion plan. Neighbors stated that the existing parking lot is already insufficient and that the new proposed building will create a parking problem. Also some neighbors expressed concerns that some new park stalls are being proposed close to the residential properties to the south and cause impacts. Also. Staff Comment: As mentioned previously, staff is recommending that the parking deficiency issue be addressed either by providing additional parking stalls or reduce the size of the proposed building. According to the applicant, the stalls adjacent to the residential properties to the south along the rear service drive area will be employee parking only. The parking logistics and the employee-parking program should be provided for review prior to the èommissions making a recommendation to the Council. On-site Circulation Concerns were raised on the lack of distinct pedestrian paths and crossings within the center that help connect pedestrians from Stevens Creek Blvd. to the interior of the center. Also, one neighbor expressed concerns about the east service driveway 7 J-1 U-2005-09, ASA-2005-06, EA-2005-06 December 20,2005 Page no. 8 conflicting with the driveway of the adjacent shopping center. These two driveways are right next to each other and potentially may create an unsafe situation for pedestrians. Staff Comment: Staff suggests some pedestrian path enhancements to the center (enhancement paths delineated by red lines - see diagram below). The applicant should submit a pedestrian enhancement plan clearly showing the connections from the main entrance drive from Stevens Creek into the shops along the south boundary and connection to Portal neighborhood. '- ./ .. '- - [JOCJ[]DDDD~ if V In addition, the landscaping island at the end of the east service drive (located at the northeast corner of the site) will need to be enhanced to provide additional buffers between existing driveways. Revised site plans should be provided prior to the Commission making its recommendation on the project to ensure that these issues are addressed. Pedestrian Cross-walk Along Portal Neighbors were concerned that the pedestrian crosswalk and traffic choker improvements along Portal Avenue have not been completed yet. Staff Comment: One of the conditions from the previous shopping center approvals was for the applicant to work with City staff to install a mid-block crosswalk on Portal Avenue along the easterly boundary of the shopping center. Since then, the applicant has installed the chokers and the pedestrian crossing improvements without obtaining any design review from the Public Works Department. Public Works Department is concerned about the pedestrian safety at the proposed choker and crossing location. The Public Works Department is evaluating this issue and a neighborhood meeting will be arranged shortly to apprise the neighborhood of the status of the improvements. 8 ;>,5 U-2005-09, ASA-2005~06, EA-2005-06 Page no. 9 December 20, 2005 Traffic Analysis A traffic study was performed by Pang Engineers to evaluate the impact of the expansion project on the surrounding traffic network. According to the study, the proposed expansion project is expected to generate a net of approximately 29 daily vehicle trips, and 13 AM peak hour trips with 12 inbound and 1 outbound, and 15 PM peak hour trips with 4 inbound and 11 outbound, based on the Institute of Transportation Engineers (ITE) and San Diego Association of Governments (SANDAG) Trip Generation references. All positive net project trips are fewer than 100 during the AM and PM peak hours. Since the positive directional peak hour trips do not exceed the the 100 or more peak hour trip threshold, a Traffic Impact Analysis (TIA) report is not required, per VT A guidelines, for the expansion project. Thus, the project is considered to have an insignificant traffic impact with the trip generation estimate and analyses. However, there are operational deficiencies in the surrounding transportation network that the project will be required to correct as conditions of the approval. Enclosures: Model Resolutions (will be provided at the meeting) Comments from City Architect (will be provided at the meeting) Exhibit A: Traffic and Parking Analysis Exhibit B: Arborist Report Exhibit C: Mitigated Negative Declaration Plan Set Submitted by: Gary Chao, Associate Planner ? 0 Approved by: Steve Piasecki, Director of Community Developm~ G:\P1anning\PDREPORT\pcUsereports\2005ureports\ U-2005-09pc.doc ~ ~ 9 d-'1 GAY L.oWffiENC!: PANG. C.!:.. U. PO BOX 4255 MOUNTAIN VIEW CA 94040 (650) 948-1030 FAX: (650) 941-PANG EXHIBIT A ~_~PANG ENGINEERS --- ' - TRAFFIC AND TRANSPORTATION CONSULTANTS 0514-2 November 30, 2005 Mr. Gary Chao Associate Planner CITY OF CUPERTINO 10300 Torre Avenue Cupertino, CA 95014-3255 Re: Parking Survey The MarketPlace Stevens Creek Boulevard Dear Gary: Pursuant to an agreement with the City of Cupertino, it was detennined that the proposed expansion of the existing combined retail commercial and office complex on the south side of Stevens Creek Boulevard, easterly of Portal Avenue, known as "The MarketPlace", would require a parking survey. The intent of the parking survey is to collect infonnation on the existing parking demand and parking accumulation which would then be a predictor of the future parking accumulation with the proposed expansion, known as Building C, a 37,250 square foot building with 21,380 square feet of retail commercial but excluding restaurants, and 15,870 square feet of office space. The MarketPlace has recently completed the construction of Building A, a 24,461 square foot building. Building A is currently unoccupied and is planned to be occupied with 12,410 square feet of restaurants, 1,150 square feet of retail commercial, 3,260 square feet for a bank, and 7,641 square feet of office space based on infonnation from the applicant. At the time of the survey, there were 10,093 square feet of vacant retail commercial space fonnerly occupied by Gateway Computers. A parking survey was perfonned for a weekday (Thursday, November 17,2005) and weekend-day (Saturday, November 19,2005) for several peak periods. The peak periods selected were 11:30 AM to 1:30 PM, 2:30 PM to 3:30 PM, and 7:00 PM to 8:00 PM for a Thursday, and 1:00 PM thru 4:00 PM on a Saturday. The intent was to capture the lunch and dinner peak periods in combination with the retail commercial and office uses for the MarketPlace. The infonnation may then be compared with the City of Cupertino's requirements for the number of parking stalls that reasonably could be expected to be occupied during the maximum parking accumulation periods. EXISTING CONDmON The Marketplace has the following number of parking stalls by the survey: Regular Compact Handicap 404 stalls (75.8%) 114 stalls (21.4%) 15 stalls ( 2.8%) 533 stalls (100%) Total d-\O The applicant's numbers are slightly different: Regular Compact Handicap Total 400 stalls (76.3%) 109 stalls (20.8%) 15 stalls ( 2.9%) ,524 stalls (100%) For purposes of the. parking analyses, the applicants' more conservative numbers are utilized, since some of the striping of the existing parking stalls in the areas to be demolished were either faint or difficult to sunnise. Based on the applicants' land use summary at The MarketPlace, there are currently the following building square footages: Retail Commercial (including Specialty Foods) Restaurants Offices (including banks) Medical Offices Total 52,908 square feet; 27,527 square feet; 26,094 square feet; 957 square feet 107,486 square feet The current unoccupied space includes the Gateway Computer retail commercial outlet of 10,093 square feet, and the recently constructed Building A with 24,461 square feet. Thus, the total occupied space at the time of the parking survey was 72,932 square feet, and included retail commercial, office, bank and restaurant land uses. The MarketPlace parking survey had the following parking accumulation for the various day and time periods: THURSDAY 1l:30AM 12:00 12:30PM 1:00PM 1:30PM 2:45PM 6:30PM 7:15PM 8:00PM Parking Accumulation (Stalls) 210 261 295* 292 220 186 261 241 235 *Maximum Accumulation of Occupied Stalls -2- REM9..n~l.!~~~;J~¥t ,9-\\ SATURDAY 1:00PM 2:15PM 3:30PM Parking Accumulation (Stalls) 221 214 165 During the parking survey, there were vehicles searching for a parking space while the survey was in progress. Approximately 10% or 30 vehicles is utilized ,in the analyses for purposes of providing a small safety factor to account for the uncounted vehicles. Thus, the maximum parking accumùlation for the existing condition is estimated at 325 parking stalls, which excludes the occupancy of Building A and the fonner Gateway Computer space. If the unoccupied space is included, the current parking demand would be increased. The parking stall increase by zoning code requirements per the applicant is estimated as follows: Building A with 24,461 square feet, 163 parking stalls Restaurant: 12,410 square feet and with the estimated number of employees, 119 ' parking stalls;** Retail Commercial: 1,150 square feet, 5 parking stalls; Bank: 3,260 square feet, 12 parking stalls; Office: 7,641 square feet, 27 parking stalls. **The estimated number of restaurant employees appears low; for example, at Building B which includes the Elephant Bar and Restaurant, Red Miso and Ramen Rama restaurants, the parking survey for the 12:30 PM peak period had about 139 occupied parking stalls and an estimated 10% or 14 vehicles searching for a stall; the 153 stalls represents the parking demand and may be compared with the 124 stalls calculated by the applicànt; thus, there is an estimated 29 parking stall deficiency for the restaurant uses for Building B, and implies that the number of required parking stalls would be understated at the current unoccupied Building A. Unoccupied fonner Gateway Computer with 10,093 square feet, 41 parking stalls Retail Commercial: 10,093 square feet and a parking ratio of I stall per 250 square feet, 41 parking stalls. Thus, the estimated maximum existing parking accumulation would consist of the 325 parking stalls by survey, plus the 163 stalls for the unoccupied Building A, and the 41 stalls for the unoccupied fonner Gateway Computer space, to total 529 parking stalls. The 529 parking stalls represents the estimated maximum existing parking accumulation, but excluding a safety factor for Building A, and may be compared with the 524 existing parking stalls. Thus, there is a current minimum deficiency of 5 parking stalls based on the parking demand survey. This number is considered insignificant for the existing or current condition. -3- R~~I!'<'¡n~~~A'i~dJLIf~ ;)-I;L FUTURE CONDmON wrrn EXPANSION The applicant is proposing to construct a new Building C consisting of 37,250 square feet, with 21,380 square feet of retail commercial but excluding restaurants, plus 15,870 square feet of office space. Additionally, the existing U.S. Bank building with 5,174 square feet and the fonner Gateway Computer space with 10,093 square feet will be demolished. The applicant's site plan and calculations contain the parking summary for this future expansion condition with Building C in place. There will be a total of 583 parking stalls on the entire site. The regular size and compact stalls on the current site which will not be disturbed will remain, while the expansion portion of the site will contain all uni-size parking stalls. The number of regular, compact, and handicap stalls should be verified with the expansion project, since there could be discrepancies with the submitted site plan and what is actually on the ground. The parking stall summary follows: Total 332 stalls (56.95%) 76 stalls (13.04%) 160 stalls (27.44%) 15 stalls ( 2.57%) 583 stalls (By Applicant) Regular Compact Uni-size Handicap *** ***The number of handicap stalls shall be 2% or more of the total number of parking stalls to satisfY. the American Disabilities Act (ADA) requirement The 583 parking stalls were calculated by the applicant based on the assumption that mixed land uses and shared peak: parking times were applicable for the MarketPlace. The City of Cupertino pennits the shared peak parking concept only for projects with land uses less than or equal to 5,000 square feet of commercial, 10,000 square feet of offices, and 8 or less units of residential development. Otherwise, a special and detailed parking study is required. Thus, the applicants' shared parking calculation for a mixed land use development does not apply to the MarketPlace since the project site, with the future expansion, exceeds the threshold square footage for commercial and office land uses. Based on the zoning code, the new Building C would require 86 parking stalls at 1 stall per 250 square feet for the retail commercial but excluding restaurants, plus 56 parking stalls at I stall per 285 square feet for the office space. Thus, there is a requirement of 142 parking stalls for Building C. There would also be a reduction of 19 stalls for the removal of the U.S. Bank building at I stall per 285 square feet, and a reduction of 41 stalls at I stall per 250 square feet for the removal of the fonner Gateway Computer space. With the current parking demand of 529 parking stalls, and a net addition of 82 (142-19-41) stalls, there will be an estimated maximum parking accumulation of 611 stalls. The 611 parking stalls may be compared with the 583 parking stalls provided by the applicant with the new expansion project of Building C. Thus, there will be an estimated deficiency of28 parking stalls or 4.58% (28/611). -4- R~C¡¡';:.E~tfJ'-~.£~J.r...~~ d-I~ The parking stall deficiency would increase if the estimated number of restaurant employees is understated and/or a 10% safety factor included for Buildings A and C. With the zoning code requirement, there would be a need for 679 parking stalls or higher. This results in a deficiency of96 parking stalls or 14.14% (96/679). Another alternative is to include the 10% factor for Buildings A and C. Building A is estimated to have a safety factor of about 17 stalls, while Building C's estimate is 14 stalls. The 31' parking stall safety factor, when added to the 611 parking accumulation estimate, results in a 642 maximum parking accumulation for the entire site. This would represent the worst case situation, and compares favorably with the 679 parking stalls required by the zoning code. Since it appears that the project site will be unable to include the 28 additional parking stalls assuming no safety factor for Buildings A and C, then the new Building C may be required to be downsized from the proposed 37,250 square feet with 21,380 square feet of retail commercial but excluding restanrants and 15,870 square feet of office space to satisfy the maximum parking accumulation estimate. As an example, if 583 parking stalls is the maximum that may be constructed on the entire site, and with the existing parking accumulation at 529 parking stalls, then 54 (583-529) stalls would yield the size of Building C. If the new Building C were ouly for office use, then a 15,390 (54 stalls x 285 square feet per stall) square foot office building could be constructed. If only retail commercial excluding any restaurant use was considered, then a 13,500 (54 stalls x 250 square feet per stall) square foot retail commercial building could be constructed. With the 17 parking stall safety factor for Building A included, there would remain only 37 stalls (54-17) available for the new Building C. Thus, for the worst case condition, the new Building C would be required to be downsized to either a 10,545 (37 stalls x 285 square feet per stall) square foot office building, or a 9,250 (37 stalls x 250 square feet per stall) square foot retail commercial but excluding restaurant building. If the new Building C is constructed with 37,250 square feet and not downsized, and 583 parking stalls are available on the entire site, the estimated maximum parking accumulation for the entire MarketPlace site during the peak periods of restaurant use, will probably exceed the available parking stalls. Should this occur, then the parking demand will be diverted to the public street, i.e. Portal Avenue and to the existing residential neighborhood to the south. SUMMARY In summary, the parking survey and analyses for the existing condition initially excludes Building A and the vacant Gateway Computer space and then includes Building A and the vacant Gateway Computer space, and [mally, includes the future expansion project with a new Building C and the removal of the U.S. Bank building and about 10,093 square feet of retail commercial space. Table A contains the Parking Summary and Analyses in the attachments. -5- ~~a.Ä~~~I¡~~.Bt!f¿ d -14- The existing condition has an estimated maximum parking accumulation of 529 stalls and a parking supply of 524 stalls. The estimated deficiency is 5 parking stalls and is considered insignificant When the new Building C expansion project is constructed and occupied, the applicant is proposing 583 parking stalls as shDwn on the site plan and based.on the concept of mixed land uses and shared parking during peak times. Unfortunately, this shared parking calculation is not applicable for the MarketPlace. The estimated maximum parking accumulation when the entire MarketPlace is built out with Building C is 611 parking stalls. The 611 stalls do not include the potential understatement of parking stalls due to the estimated low number of restaurant employees as evidenced by the parking survey and observations at Building B, nor a safety factor for Buildings A and C. Thus, the maximum parking accumulation may be higher than the 611 stalls, and is estimated for the worst case situation as 642 parking stalls with the 10% safety factor. The 611 desired parking stalls may be compared with the 679 stalls per the zoning code, and is a reduction of 68 stalls or 10.01 % (68/679) from code requirements. The 611 desired parking stalls with the maximum accumulation analyses exceeds the 583 stalls calculated by the applicant. The minimum deficiency of 28 (611-583) parking stalls Dr 4.58% (28/611) would suggest that the proposed Building C be reduced in size to either a 15,390 square foot office building, or a 13,500 square foot retail commercial but excluding any restaurant land use. Alternatively, for the worst case situation, the parking defiCiency could be as high as 59 (642-583) stalls or higher, with an increase in the number of estimated restaurant employees. The proposed Building C would then be reduced in sizè to either a 10,545 square fDot office building, or a 9,250 square foot retail commercial but excluding restaurant building. If the new Building C remains as proposed by the applicant, the estimated 28 or worst case 59 or more parking stall deficiency during the peak accumulation periods would be diverted to the public street, i.e. Portal Avenue, and could potentially intrude into the existing residential neighborhood to the SDuth. Very Truly Yours, ~-?K_ / Gay Lawrence Pang (J~ cc:Glenn Goepfert (wi encl) EnclDsures: Site Plan-Existing Site Plan-Future or Proposed Project Infonnation by applicant Parking Calculation by applicant (2 pages) TableA-Parking Summary and Analyses (3 pages) -6- f1~Jin~~9l¡:m¡~Æ~~ J-IS MARKETPLACE SHOPPING CENTER REDEVELOPMENT PROJECT INFORMATION As of November 10, 2005 Total Building Area Exisüna Buildina Area Original Shopping Center 73,078 Building RSM (Ebar) . Built & Occupied 9,947 Building 'A" (2-story) - Sheil Buin 24,461 Demolished (11.611) TL 107,486 ProDosed Buildina Area BuJding "C" 37,250 To be Demolished U.S. Bank (5,174) To be Demolished (former Gateway Computers) (10,093) Net +21,983 TL 129,469 SUMMAR Y Actual Projected Projected SQ. FT. RATIO OF USES Occupancy Occupancy Occupancy TENANT USE (EI Incl B Sq. ft (EI + A Sq. Ft (E), A, C Sq. ft. Retall- General Merchandise 37,929 40,095 61,47S Restaurants 16,133 27,527 27,527 Specialty Foods 2,720 2.720 2,720 Office/Banks 15,193 20,920 36,790 Medical 957 957 957 Vacant to be Demolished 10,093' 15.267' 0 """"""',[;",',J", ",'.'"...,,',,' TOTALS 83,025 107,486 129,469 Net +24,461 +21,983 Parking Comparison Summary Stalls Provided 5243 5243 583 Stalls Required based on shared peak time 351.85 471.78 574.14 Net +172.15 +52.22 +8.86 NOTES For detailed summary of parking calculations and square footage by tenant, see 3 spreadsheets attached 1 10,093 = Former Gateway Computers space to be demolished 2 15,267 = Former Gateway Computers + U.S. Bank to be demolished 3 524 stalls built out at time of this report as construction is in progress. MPExisting vs Proposed1110905 Occupied+A&C ;)-l ß ji¡' MARKETrLACE SHOPPING CENTER REDEVELOPMENT As of Noverober 10, 2005 tJPARKING CALCULATIONS EXISTING indo "B") + BLDG. "A" ~7" Btl$ed u. 011 ActuøJ & Pro ected Leased OcCll allC 1:; R.I.II ~~ M.dlcal Ref,1....nt R..__hl R..ta....nt Resteuranl .. . Parkin .~o An" Parking 1 per P.rklng 1 PO' P....lng1per lfo.ofÞlnl"l H..of... Pmdng1" p.rklngBer1Q V.hl"'" Tenant Addren ,...... . (Sq.Ft.) '" '" '" ~~ 00.. -. ...to " ,~ ~ ."VItClUfT 0.00 .. ~",,,..,",G>".,,,~v(,,,,,,'c.l>!", .- ,,~ ~, ¡O"n;""U.".5m 'M 511,( OM i~; WAJOR "" 10150 ,",- i;¡¡¡ }¡,¡' 28,&10 o>TRETAL ... 1,5&0 CAHorbo& .n ',- '" , .~ ,- 1,491 ""'- ~, "" "'- 1,955 V"""",,F""'*Potellcker . 1,016 M 1D.~55 '" OFACE ~.O ."" 1,451 ,œ Qh....F""""'""" 19754 1,176 4,13 E_GfoupIKCROeveIoprnu> .m 4,011 14.D1 ',~ 23.29 MEDICAl. """ ."'. '" 5.41 M .. '" 5.41 sPECIALTY FOODS LgljcupJlAœ & T.. m.. LaP.lioMrIo 1915& M ....~ CI*IIITruelBer1k .-. '" ReSTAURANTS 'M" ~...~ 111612 J.T.McHarl'ePlzze 19732 M EXISTING OCCUPANCY TOT ~BuUrIhttI-A-S_8a1ttIN_ ,... . ~. Wahoo'sFiehT OM ....- 'M' .. PoIsIk:I<erKing(_ 'M , M RETAL_GroundLevat FuIurttR. 4.60 . '" .,~ ....~~ ",,"lid U.S. 1\.44 M 11.oU OFFlCE·2ndF......Lev1II SelSmertHBA. HD ,- UI ,~- ',M V."""I , - " _8ylldfn-S"-8ullr'OccypIH RESTAURANTS .. I BarR.....ur8ftI m ~RameIRadM .m M' '" PHASE I exf>A.NSION OCCUPANCY roo~ 285.35 DEMOUSHEO DatOUSHED "-"U DEMOUSHED MIs_CoIfH M SCIMMARY """'""" ," ..<>0 ReIaM_Gane<al_.ndiee 40.(195 1,15O 1/4...1.+ ~. 21,527 1I.rr4>Ioyeo ,~ 'M ,.. OM 281.11 1;250"'114 ...010+1/1 , ,.... 2.720 .mployU 10.81\ ~~ 20.920 ,,2115 73.4D ...... .9.51 5.41 OCCUPANCY GRAND TOTALS 92,219 .61.'5 454.10 471.78 .15.25 524 S37.84 EmpIoydsbosed"".ct.... , .- ..""oII-s/tectlllellh1P-.Snad<foc>c......It(:CI.Ior....1hon1D%oI'bwI...... CeIcu\e\MI..IIIIIco"*""<l_.......hours&staIf. 2G,-410_UDDSfollk:e_.oIoro...,.nIIar\eI,h.~_lIIIIIy/tIquipmonVlrastl eolclD1od..,equestod - l...n.loII.........dKdln ,be,,,, I",EOercoloulaledsO>IIralo1 MPS/l.nrdPo1ldn~eJctI10105OccUl/ed.A c:?- \ '1 ~MARKETPLACE SHOPPING CENTER REDEVELOPMENT As of November 10, 200S J:PARKING CALCULATIONS EXISTING (incl. "B") + BLDGS. "A" + "C" iBfUedU 011 ÂcJllal & Pro ectedLe/Ued Occu n d . ~~, ~~ ..- Rutauranl ~.- RHlIourant Rullu..nt 'm . Parkin m' Vohldo Tenent Addreu ...... P."''''9tpo.2A 1'.""'''111_ Puldng1per Mø.DfDIrIIng No,...._ I'uId"ll1" 1'........'..,13 ..- , ~' (Sq.FL) U. no hm' 'n. .- n_ ~, W;, ,~...,c.nl'" ~bTDIIEDEMOUSHEO ii;;, f>E",...c;J;\."',o·r·",,,,,,.. ,~ 10,093 ',M I~R i'<=",i.¡.~. ¡',,, , 5,11. '.M ~ 19150 28.890 ~ on 28.1" ~ ~REt""L ~,.: ,- , - . ''''' ,^ t967. '" ~: 19616 .,~ 'U~ ~ ~ - 19700 1.491 ~ 19710 ~, 1': '" ,.~ i' '" 1.016 18,256 'Þ,"OFfICE !' ''''' 1.451 'M i: 191M 1,116 4.13 ~l;; .m 4,011 14.D7 ~ " 23.2' V,¡MEDI~ Ñ:; ,- m 5..1 I~ SIT m on w ~~SPECI""'TYFOODS 1910W .M ~s: LdkupJliœn...· 1.015 '. UP-'i_ 19158 1.104 W tõ~ on ',no on ". t(o,'.....KS h~ C_TndlBari< ,~. 3.381 11.se ." 3,381 n. ~;;R~TAURAIITS 0," .- 2,051 17.15 . ~;f o...ThalCUIoiftII .m, ,,~ \3.59 J.T.McHaII'sPlua .~, U79 13.87 on 5,11' .U, h IOOSTlNGOCCUI'ANCYTDT 57,811 252.0 a;¿;:H_SulkMnfI'A"(SM"Sullr/_ !'o..cu ('tis_to REaTALlRAIfTS W.hoo'I.~,""T.... ,- 2,7/i11 V~ _'n , "" ~~ " Po_KIro~ ,- 2,117 U~ ~ on 12,UO on 1111.25 ""yRETAlL-GnKnILev.! -~ 1,158 .00 ~' 1,158 ." ',00 "";':BANI(S" ~ U.S. , 11.... on - n~ ~)~DI'I'ICE.Jnd'loøra.-l 1hZ, WiSman HIlA , - i", .-- ._, 1,371 ..61 !1\i\ m.... . 1..U. .æ j ._- ,-~ "" ",- , ,-, ~ '".. ~ on "" on" ~ , _'ItilJdl", "S··8W11& OI:cup/Ø ~'::RI!STAURANlll "'" '" ".. } Ð..,Nni&.rRe._· ~I\RMII'R'" 11117 2.381 fi~ '"" .'" '" ~I'HASE'EEXI'AtSlDNOCCUl'ANCY 34,408 215.35 \,ö~,TOfAL ï{"'PIMo...uP ..,SIIf/rIIn"C· 2,.3l1li 85.52 ""'RET....L.GroundLÞel ~~nFF1CE.2nd'loara.-l 1M10 ~.. on", n>oo on 141.2. ¡;¡:r. I'¡iASE'IEXI'ANSlDNPRDJECTE ~~ DCCUPAIfCYTO'r 37,250 1.1.20 ~~ SUMMAR YSHARED I'ARKING ~ LeJldvÞReq'd r TffNANTUSE ,,~ '.... 'l;RooIIIII.G....,.¡t.I__ B1.~15 2>05.90 ['i'R.......- 21.~1 281.11 ï~ ~'i ~1s F_ ',= 10.88 !Œ"~ 3/;,790 \:1\1.09 ,;;,,,- 5.41 I " ~.~; OCCUPANCYGRANOTDTAL 129,469 ~,~ "'M m~ 583 679.04 '_00 ¡:~u~b...d""__ ffii,.' _ ""oII·oiIIo__pIion, Snac~10Dd__.ør"'_1I1"'oIbusI........ d' CIIIcUa\od..aII"lCItuoMduponlimi..._,..... ,,--, c.rcuI....d...._1O< , .Le..1B...... ""'í!6nI II.bIIr.oll1 IorEbll,colculalod"lNIl"œIy AlPEmI..,...Pn>poHd(I905D1:<:u,01oH1>A,sC J-dO TABLE A PARKING SUMMARY AND ANALYSES -------------------------------------------------------------------------------------------------------- PARKING PARKING PARKING ACCUMULATION SUPPLY SURPLUS OR DEFICIENCY DESCRIPTION -------------------------------------------------------------------------------------------------------- EXISTING CONDffiON 1. Existing Parking Accumulation at 12:30 PM on a Thursday with unoccupied Building A and the fonner Gateway Computer: Existing 10% Safety Factor Maximum Parking Accumulation 295 stills 30 325 stalls 2. Existing Parking AcCumulation at 12:30 PM on a ThUrsday with Building A occupied and no other vacancies: Existing Building A Gateway Computers 325 stills 163 41 Maximum Parking Accumulation 529 stills 524 stills 5 stall deficiency -------------------------------------------------------------------------------------------------------- -1- ~E~9)~:.u~iiU~J.~~1...Mt )-d \ -------------------------------------------------------------------------------------------------------- PARKING PARKING PARKING ACCUMULATION SUPPLY SURPLUS OR DEFICIENCY DESCRIPTION ----------------------------------------------------------~--------------------------------------------- FUTURE CONDmON 1. Future Parking Accumulation with the new Building C: Existing 529 stalls Building C 142 US Bank (remove) -19 Gateway Computers (remove) -41 Maximum Parking Accumulation 611 stalls* 583 stalls** 28 stall deficiency (WITHOUT safety factor) *Without 10% Safety Factor for Buildings A and C ** As compared with the 679 parking stalls per zoning code requirements by the applicant , 2. Future Parking Accumulation with the new Building C, Worst Case Condition: Future Parking Required 10% Safety Factor Building A Building C Maximum Parking Accumulation 611 stalls 17 14 642 stalls* 583 stalls** 59 stall deficiency (WITH safety factor) *With 10% Safety Factor for Buildings A and C, but without an increase in the estimated number of restaurant employees ** As compared with the 679 parking stalls per zoning code requirements by the applicant -------------------------------------------------------------------------------------------------------- -2- P'~EN~~~~ .....=, D TAAN 1 -:' ~ d ,(7.;). BUILDING C , Proposed Building C Retail Commercial (excluding restaurants) 21,380 square feet Office 15,870 sqaure feet Total 37,250 square feet -------------------------------------------------------------------------------------------------------- Constrained Condition: 583 parking stalls supplied on site plan, less 529 parking by demand = 54 stalls* for Building C A. 54 stalls x 285 square feet per stall = 15,390 square foot office building; OR B. 54 stalls x 250 square feet per stall = 13,500 square foot retail commercial excluding restaurant building. *Without a 10% Safety Factor for Building A ----------------------------------------------------------------------------~--------------------------- Constrained Condition-Worst Case: IF a Safety Factor for Building A is included for the worst case condition: 583-(529+ 17) = 37 stalls** for Building C A. 37 stalls x 285 square feet per stall =10,545 square foot office building; OR B. 37 stalls x 250 square feet per stall = 9,250 square foot retail commercial excluding restaurant building. **With a 10% Safety Factor for Building A only ---~---------------------------------------------------------------------------------------------------- -3- R ~_Mt(i6:1fJ1~~J:I:u~1~ ;) -:23 GAY LAWRENCE PANG, CE., T_E. PO BOX 4255 MOUNTAIN VIEW CA 94040 (650) 948-1030 FAX: (650) 941-PANG ~ _~PANG ENGINEERS INC. _-m ' - TRAFFIC AND TRANSPORTATION CONSULTANTS 0514-3 December 5, 2005 Mr. Glenn Goepfert Assistant Director of Public Works CITY OF CUPERTINO 10300 Torre Avenue Cupertino, CA 95014-3255 ATfN: Vicki Guapo RE: The Marketplace Expansion Portal Avenue/Stevens Creek Boulevard Signal Operations and Portal Avenue Traffic Calming Dear Glenn: Pursuant to an agreement with the City of Cupertino, we have visited the Portal Avenue/Stevens Creek Boulevard intersection, and the existing Portal Avenue Traffic Calming "barrier" and mid-block crosswalk adjacent to the MarketPlace Expansion project site. The objective for this phase of the work is to provide Traffic Engineering consultation and an objective viewpoint to the exisitng traffic signal operations at the Portal Avenue/Stevens Creek Boulevard intersection, as well as comments on the existing Portal Avenue "barrier" and mid-block crosswalk. PORTAL A VENUF{STEVENS CREEK BOULEVARD INTERSECTION The Portal Avenue/Stevens Creek Boulevard intersection currently operates with five signal phases and a protected and/or permissive left turn phase operation for the left turns (Phase 1 + Phase 5) on Stevens Creek Boulevard. This protected/pennissive left turn phase operation also exists at three other locations in the City of Cupertino where special or unique circumstances are prevalent At this particular location, the protective/pennissive left turns phase operation has been present since the early to mid- 1990's. The Manual on Unifonn Traffic Control Devices (MUTCD) indicates, in Section 4D.06, "Application of Steady Signal Indicatons for Left Turns", the criteria for the protected/permissive mode, that is, both modes occur on an approach during the same cycle. In reviewing the standard criteria, there are several options that may be applied. The question posed is which standard criteria exists at the Portal Avenue/Stevens Creek Boulevard intersection? Based on field observations with members of your staff, the FLASHING RED ARROW for Phase I and Phase 5 of the existing traffic signal, was a clear and comfortable indicator for some drivers, while uncertainty was evident for other drivers. The flashing red arrow does not apear to be a standard criteria under MUTCD for the pennissive portion of the left tnrns on Stevens Creek Boulevard. According to a State ';>-d't- of Oregon Department of Transportation reference, a FLASHING YELLOW ARROW is recommended for the pennissive portion of the cycle. The flashing yellow arrow indicates that drivers are allowed to turn left after yielding to oncoming traffic, which has the green indication, as long as there is an adequate gap. MUTeD is unclear regarding the flashing yellow arrow indication. Thus, based on a relatively small sample of observations, the traffic signal operations for Phase 1 and Phase 5 should either retain the flashing red arrow with the four ball heads, e.g.red, red arrow, yellow arrow and green arrow from top to bottom, or modify the applicable four ball signal heads to add a FLASHING YELLOW ARROW indication at the four applicable pole locations, e.g. red arrow, yellow arrow, flashing yellow arrow, green arrow from top to bottom. This assumes that the protected/pennissive left turns are retained on Stevens Creek Boulevard. Additionally, the applicable sign revisions should be perfonned and included if the flashing yellow arrow alternative is selected. The accident history at this intersection should be verified and thoroughly reviewed by the City of Cupertino to ascertain whether the protected/pennissive left turn traffic signal operation is the primary cause of any accidents. If there is any confusion by the drivers, there could be accidents or near accidents that either were reported, or may be unreported or undocumented. Since this intersection does not have any Level of Service (LOS) issues, the increase in left turns during the peak hours on Stevens Creek Boulevard either results in a decrease in the vehicular delay throughout a signal cycle, or has the familiarity of residents living in the proximity of the intersection. The balancing of the residents' familiarity and/or positive attributes of the existing traffic signal operations with the potential for confusion by drivers remains the outstanding issue. If the City of Cupertino is comfortable with the protected/pennissive signal operation after the evaluation and review of the accident history, then retaining the flashing red arrow or modifying the signal heads to include the flashing yellow arrow should be the decision. However, if confusion by some drivers are evident and/or the accident history reveals that the primary cause of the accidents are due to the protected/pennissive mode, then the traffic signal should be modified to a standard five phase operation, with three ball heads, and without the pennissive left turns on Stevens Creek Boulevard. A review of the recently provided accident history at the Portal Avenue/Stevens Creek Boulevard intersection from January 1,2002 thru August 25,2005 indicates that there were 38 reported accidents within the intersection itself. This equates to more than nine (38/4) reported accidents per year over the four year period. Eight of the reported accidents or about 21% (8/38) within the intersection may be directly or indirectly attributable to left turn movements from Stevens Creek Boulevard to Portal Avenue, While there is some uncertainty with respect to the actual cause of these eight accidents, the potential driver confusion with the protected/pennissive modes for Phase I and Phase 5 is considered a strong possibility. -2- R~~c:.,n~J1~¡rJÆ~l'.~~J~If¿ d - ;;)5 Thus, wè are recommending the removal of the protected/pennissive mode for Phase I and Phase 5, the left turns on Stevens Creek Boulevard, due primarily to the strong accident history. The intent of the recommendation is to alleviate any concerns regarding driver confusion, unless there are extenuating circumstances of which we may not be aware. PORTAL AVENUE TRAFFIC CALMING BARRIER AND MID-BLOCK CROSSWALK The MarketPlace project previously installed without the City of Cupertino's prior approval, a "barrier" structure on both sides of Portal Avenue and a mid-block crosswalk immediately south of the most southerly project driveway. The "barrier" includes a curb which protrudes onto and narrows Portal Avenue on both the east and west sides, plus two handicap ramps which appear non-standard, and a marked crosswalk with raised pavement markers which also appears non-standard. Additionally, there are no advance street signs nor pavement markings which would alert drivers to this mid-block crosswalk. The City of Cupertino may retain, modify, or remove these prior improvements to meet the City's street improvement standards with the proposed MarketPlace Expansion Project. To the best of our knowledge, there has not been a study to warrant this mid-block crosswalk installation. An engineering study is required according to MUTCD, Section 3B.17, "Crosswalk Markings", for locations away from traffic signals or STOP signs. Based on field observations, the mid-block crosswalk should be removed unless there are extenuating circumstances of which we may not be aware. If the mid-block crosswalk is retained for other reasons, there should be documentation regarding its justification. Additionally, the crosswalk should be the standard width of 10 feet inside to inside, with an additional one foot stripe on both sides of the crosswalk. The existing crosswalk is only five feet in width with an additional six inch stripe on both sides of the crosswalk. There should also be advance signs and advance pavement markings which would indicate that a pedestrian crosswalk for both the north and south approaches along Portal Avenue is imminent. Since the mid-block crosswalk is at the location of the "barrier" on Portal Avenue, the street is narrowed to pennit two non-directional lanes of traffic but without a centerline stripe. The sight distance at the two driveways, one on the east immediately north of the crosswalk at the project site, and another on the west just south of the crosswalk, is severely restricted by the "barrier". Additionally, the street drainage is compromised with the prior "barrier" construction. Thns, there is the potential that drivers could hit the protruding curb on Portal Avenue, and/or have a sight visibility restriction as a vehicle exits from either driveway. -3- A J;~<1ð~l!~~.~J¡~~~J.~If~ d.-dtp Another possibility is to place a new crosswalk, if warranted, at the Price A venueIPortal Avenue intersection immediately southerly of the existing crosswalk at the "barrier'. There already exists traffic calming devices at the curb returns to slow traffic down at this intersection. These traffic calming devices were installed by the City of Cupertino. If the new crosswalk is relocated to this intersection, it should be on the south side of Price Avenue to minimize the conflicts with the left turning vehicles from Price Avenue to Portal Avenue. Thus, based on field observations, we are recommending that the existing "barrier', two handicap ramps, and mid-block crosswalk be removed from Portal Avenue, and that Portal Avenue be reconstructed and returned to the original geometric design prior to the installation of the previously unapproved improvements. The sight distance restrictions, unapproved mid-block crosswalk location, and street drainage issues would be rectified. We trust that the above infonnation is sufficient for your needs at this time. Should you have any questions, please do not hesitate to call. cc: Gary Chao -4- n~S1~~~~RS W£ .._.. n ... A r.nN~[ ~ d-d~ GAYlAWRENCEPANG.CE.,TE- PO BOX 4255 MOUNTAIN VIEW CA 94040 (650) 948-1030 FAX: (650) 941-PANG i::;:;PANG ENGINEERS, INC. - ," TRAFFIC AND TRANSPORTATION CONSULTANTS 0514-1 November 17, 2005 Mr. Gary Chao Associate Planner CITY OF CUPERTINO 10300 Torre Avenue Cupertino, CA 95014-3255 RE: The Marketplace Expansion Stevens Creek Boulevard at Portal Avenue Dear Gary: Pursuant to your verbal authorization to proceed on or about November 15, 2005, we have visited the project site and reviewed the applicable project infonnation which will expand The Marketplace retail commercial, restaurant and office site by adding a new building with retail and office uses, and removing a bank and other retail commercial square footage. The objective for this phase of the project is to provide the appropriate Trip Generation for a 37,250 square foot gross floor area (GF A) building. This Building "C" is expected to have the fIrst floor with 21,380 square feet of retail commercial and the second floor with 15,870 square feet of offIces. Additionally, an exisitng bank building with 5,174 square feet and retail commercial of 10,093 squarefeet of GF A will be removed. This is known as the expansion project. An additional task is to compare the total estimated trip generation for The Marketplace after the expansion, with the infonnation contained in the prior approved traffic report dated November, 2000 for the project site. EXISTING CONDmON The subject site ,consists of about 107,486 total square feet of GFA with 52,908 square feet of retail commercial, 27,527 square feet of restaurants, 5,174 squre feet of banks, 20,920 square feet of offices, and 957 square feet of medical offIce land uses. The square footage is provided by the applicant and should be reviewed by the City of Cupertino. The project site is bounded on the north by the six lane major arterial street Stevens Creek Boulevard with a posted speed limit of 35 miles per hour and the Vallco Park regional shopping center, on the west by Portal Avenue, a two lane collector street with a posted speed limit of 25 mph and a multi-family residential complex, on the south by residential development, and on the east by other commercial land uses. There are existing traffIc signals in place along Stevens Creek Boulevard at Portal Avenue and at Perimeter Road in front of and adjacent to the project site. " ;)-;;5 FUTURE CONDmON The 107,486 square feet Marketplace will be replaced with the expansion project as defmed above. With the completion of the expansion project, The Marketplace will consist of 129,469 square feet. It will contain 64,195 square feet of retail commercial, 27,527 square feet of restaurants, 36,790 square feet of offices, and 957 square feet of medical offices. TRIP GENERATION ESTIMATE The proposed expansion project is expected to generate approximately a net of 29 daily trips, and 13 AM peak hour trips with 12 inbound and I outbound, and 15 PM peak hour trips with 4 inbound and II outbound, based on the Institute of Transportation Engineers (ITE) and San Diego Association of Governments (SANDAG) Trip Generation references (Table I). All positive net project trips are less than 100 during the AM and PM peak hours. Since the positive directional peak hour trips do not exceed the 100 or more peak hour trip threshold, a Traffic Impact Analysis (TIA) report is not required for the expansion project. Thus, the expansion project is considered to have an insignificant traffic impact with the trip generation estimilte and analyses. ADDmONALANALYSES The Marketplace had a prior Transportation Impact Analysis (TIA) report perfonned in November, 2000 by MultiTrans. That analysis accounted only for 10,400 square feet of offices, 27,800 square feet of retail commercial, and 12,582 square feet of vacant retail commercial space, for a total of 50,782 square feet GFA of development At that time, the estimated square footage of the site was 113,280 square feet. Thus, there appears to be about 62,498 square feet of GF A that is unaccounted for in that prior analysis. Another potential discrepancy is the estimated 113,280 square feet of GFA at that time versus the total of 107,486 square feet ofGFA as currently submitted by the applicant. Thus, about 56,704 square feet (62,498-5,794) may be the approximate square footage of GF A that remains unaccounted for in the prior analysis. Notwithstanding these discrepancies, the trip generation of the prior Marketplace TIA is reiterated and shown on Table II. The priorTIA had a trip generation estimate of 3,061 daily trips, 100 AM peak hour trips, and 291 PM peak hour trips. -2- ;§1~Nn~Jl~~~}.~,mN\fJ d~d'1 TRIP GENERATION ESTIMATE-ENTIRE PROJECT SITE Based on the City of Cupertino's request, a trip generation estimate of the entire project site after the proposed expansion was perfonned. Utilizing similar assumptions in the trip generation estimate for the expansion project, the entire project site is expected to have about 5,149 daily trips, 139 AM peak hour trips, and 462 PM peak hour trips (Table III). The trip generation differences are calculated by subtracting the results on TableIl from Table III. Thus, the expectation is that there will be an increase of 2,088 daily trips, an increase of 39 AM peak hour trips, and an increase of 171 PM peak hour trips from the results contained in the prior approved TIA in November, 2000. That infonnation is shown on Table IV. These increases apparently do not include the prior square footage that was on the site before November, 2000. The square footage infonnation prior to November, 2000 has not been made available at this time. , We trust that the above infonnation is sufficient for your needs at this time. Should you have any questions, please do not hesitate to call. # cc: Glenn Goepfert (wi incl) Enclosures: Tables I, II, III, and IV-Trip Generation -3- p~ ~~I~ ~~ ..,_' hln'" PO T ~I ~ ;)--:;0 Table I TRIP GENERATION EXPANSION PROJECT LAND USE UNIT TRIP DAILY AM PEAK HOUR PM PEAK HOUR RATE TRIPS TRIPS TRIPS IN OUT IN OUT PROPOSED EXPANSION PROJECT: 1. New Building - 37,250 S~. Ft. A. Retail Commercial (I) (2 21,380 38,646 (.) 826 61% 39% 48% 52% sq. ft. AM ........... 0.927 (b) .......... 12 8 20 PM .......... 3.375 (b) .......... .......... .......... 35 37 72 B. Offices (I) 15,870 11.01 (.) 175 88% 12% 17% 83% sq. ft. AM .......... 1.55 (b) .......... 22 3 25 PM .......... 1.49 (b) .......... . . . . . . . . . . .......... 4 20 24 Existing Credits: 1. Bank (2) 5,174 112,50 (.) 582 70% 30% 40% 60% sq. ft. AM .......... 4.5 (b) .......... 16 7 23 PM .......... 9.0 (b) .......... .......... .......... 19 28 47 2. Retail Commercial (I) (2) 10,093 38.646 (.) 390 61% 39% 48% 52% sq. ft. AM .......... 0.927 (b) .......... 6 3 9 PM .......... 3,375 (b) .......... .......... . . . . . . . . . . 16 18 34 Page I of2 11-17-05 #0514 ;;;¡~(~)~fl~~M~~,f~c;:& d-3i Table I TRIP GENERATION (continued.. .) LAND USE UNIT TRIP RATE DAILY TRIPS AM PEAK HOUR TRIPS IN OUT PM PEAK HOUR TRIPS IN OUT NET EXPANSION PROJECT: DAILY AM 29 . . . . . . . . . . .......... .......... 12 1 13 PM .......... .......... .......... .......... .......... 4 II 15 AM = Morning Peak Hour PM = Evening Peak Hour Sq .ft. = square feet 1. Ref.: Institute of Transportation Engineers, Trip Generation, Seventh Edition, 2003. 2. Ref.: San Diego Association of Governments, Traffic Generators, 2002, with 10% pass by for restaurants and strip commercial, and 25% pass by for banks. (aJ Per 1,000 square feet per day (b) Per 1,000 square feet per peak hour Page 2 of2 11-17-05 ' #0514 Q'~<¡Æli.~~.~M~,HL~! d - 3.;L Table III TRIP GENERATION ENTIRE PROJECT SITE LAND USE UNIT TRIP DAILY AM PEAK HOUR PM PEAK HOUR RATE TRIPS TRIPS TRIPS IN OUT IN OUT ENTIRE PROJECT SITE: L Retail Commercial (I) (2) 64,195 38.646 (.J 2,481 61% 39% 48% 52% Sq. ft. AM .......... 0.927 (b) .......... 37 23 60 PM .......... 3.375 (bJ .......... ....".... .......... 104 113 217 2. Restaurants (I) (2) 27,527 80.955 (.J 2,228 60% 40% 67% 33% sq. ft. AM .......... 0.729 (b) .......... 12 8 20 PM .......... 6.741 (bJ .......... .......... .......... 125 61 186 3, Offices (I) 36,790 11.01 (.) 405 88% 12% 17% 83% sq. ft. AM .......... 1.55 (bJ ....."... 50 7 57 PM .......... 1.49 (b) .......... .......... .......... 9 46 55 4. Medical Offices (I) 957 sq. 36.13 (.J 35 79% 21% 27% 73% ft. AM .......... 2.48 (bJ .......... 2 0 2 PM .......... 3.725 (bJ .......... . . . . . . . . . . .......... 1 3 4 Page 1 of2 11-17-05 #0514 Q~<!ri~,,J[9JliJ.i~~ÆÇ~ d-yt Table III TRIP GENERATION ENTIRE PROJECT SITE (continued.. .) LAND USE UNIT TRIP RATE DAILY TRIPS AM PEAK HOUR TRIPS IN OUT PM PEAK HOUR TRIPS IN OUT TOTAL PROJECT: DAILY AM 5,149 .......... .......... .......... 101 38 139 PM .......... .......... .......... .......... .......... 239 223 462 AM = Morning Peak Hour PM = Evening Peak Hour Sq.ft. = square feet I. Ref.: Institute of Transportation Engineers, Trip Generation, Seventh Edition, 2003, 2. Ref.: San Diego Association of Governments, Traffic Generators, 2002, with 10% passby for restaurants and strip commercial, and 25% passby for banks. (.) Per 1,000 square feet per day (b) Per 1,000 square feet per peak hour Page 20f2 11-17-05 #0514 ~g~<;U~;'li~~JrI~~,J~'fj ;>-3"5 EV ALUATION OF TREES AT THE MARKET PLACE SHOPPING CENTER, STEVENS CREEK BOULEV ARD AT ])ORT At. A VENUE, CUPERTINO Assignment I was asked by Gary Chou, Planner, City of Cupertino, to evaluate the trees located at the Market Place Shopping Center, Stevens Creek Boulevard at Portal A venue, Cupertino, California, The plan provided for this evaluation is the Site Plan prepared by YHLA Architecture, Oakland, California, Sheet AI,O, dated 8-3-05. I made the site visit on October 26th, 2005. Summary There are 138 trees included in this tree inventory. Of these, 132 are located on this property and 6 are located on a neighboring property, All of the trees are identified here and given a condition rating. Some trees and/or . circumstances concerning them are briefly described. The risks to specific trees are described here. Procedures are recommended which will facilitate preservation of the existing trees in their present condition, Observations The redevelopment of this property is in progress and is being done in two phases under separate permits. The fírst phase, which is near completion, is outside the scope of this report, except for the fact that there are a few trees within the first phase area that are perfornling poorly, possibly as a result construction procedures. For this reason, all of the trees on this entire site have been surveyed for this report. There are 132 trees located on this property and 6 trees located on an adjacent neighboring property included in this inventory, The attached map shows the estimated locations of all of these 138 trees. The 138 trees are classified as follows: Trees # 1-8, 10 - Chinese elm (Ulmus parvifolia) Trees # 9,11-24,29-40,43-51 - Shamel or Evergreen ash (Fraxinus uhdei) Trees # 25, 26, 41,42 - Canary Island date palm (Phoenix canariensis) Trees # 27, 60-105, 106 (representing 27 trees) 109, 110, III - Coast redwood (Sequoia ,\'empervirens) Tree # 28 - Pin oak (Quercus palustris) Trees # 52, 53, 58 - Saucer magnolia (Magnolia soulangiana) Trees # 54, 59 - Southern magnolia (Magnolia grandiflora) Trees # 55, 56, 57 - Strawberry tree (Arbutus unedo) Trees # ]07, 108 - Monterey pine (Pinus radiata) Tree # 112 - Mexican fan palm (Washingtonia robusta) Prepared by Michael L Bench. Consulting Arborist October 26''', 2005 ;) - -Sß EV ALlJA TJON OF TREES AT THE MARKET PLACE SHOPPING CENTER. STEVENS CREEK BOULE V ARD ? AT PORTAL A VENUE, CUPERTINO The particulars about these trees (species, trunk diameter, height, spread, and structure) are included in the attachments that follow this text. The health and structure of each specimen is rated on a scale of 1-5 (Excellent- Extremely poor) on the data sheets attached to this texi. Based on these health and structure ratings combined, ¡ have given each tree an overall condition rating as follows I Excellent I S ecimens 3, 25, 26, 42, i 55,56,57,60, ¡ 83-91,94,101, i 103, I 04, 105, ¡ 112 i ¡ I i Good S ecimens 4,9,10, II, 16,17,27,28, 32,35,36,37, 44,48,50,61, 62-82,97,98, 99, I 00, 102, 106, I 07, 108, 109,110,111 Fair S ecimens 1,2,5,8,12, 13,14,15,18, 19,21,22,23, 24,29,30,31, 33,34,38,40, 43,46,47,49, 51,52,53,54, 59,92,93,95, 96 Extremely Poor S eCIITlenS 58 Dead S ecimens 7,4] Poor S ecimens 6,20,39,45 1 affixed metallic labels to Trees # 1-105 for field reference, Tree # 106 represents an estimated 27 coast redwood trees (Sequoia sempervire11S) located in a row in a restricted area, protected by locked chain link gates on the east and west sides. The tops of these trees can be seen over the top of the existing commercial building on this site, In addition to the 132 trees (estimated) on site, there are approximately 60 small trees with trunks approximately 1-2 inches in diameter that have been recently planted, The majority of these are New Zealand Christmas trees (Metrosideros exce!sus), but there are also Silk tree (Albizzia julibrissin), flowering pear cultivar (Pyrus calleryana), purple plum cultivar (Prunus cerasifera), and Crape myrtle (Lagerstroemia indica). These are located in planter beds in the parking lot. Comments about Specific Trees Chinese elm Tree # 7 has died, and the Chinese elm Tree # 8 is in poor health, Because these two are located near each other and because they are in the area of the first phase of construction, it appears that these may have suffered construction damage. I reèommend replacement of both trees. In addition Tree # 8 has suffered a primary leader failure leaving a large wound on the trunk, This does not appear to be related to construction, but appears to be as a result of a genetic defect. ¡ recommend that this tree be removed Canary Island date palm (Phoenit canariensis) Tree # 41 has died, Mr. Todd Lee, who I met on site during the tree survey, informed me that this tree will be replaced, Prepared by, Michael L. Bench. Consulting Arboris! October 26'h, 2005 ¿;>-'Yì LV ALUA nON OF TREES AT THE MARKET PLACE SHOPPING CENTER. STEVENS CREEK BOULEVARD AT PORTAL AVENUE. CUPERTINO , .) The coast redwood Trees # 60-105 will decline if they are not irrigated trequently throughout the construction period. Just prior to the site visit, the landscaping company had rototilled the soil over the majority of the root zone of Tree # 38 in preparation for a new sod lawn. This destructive procedure has likely destroyed a large percentage of absorbing roots of this tree. Tree #38 may decline in the next 6-10 months from this root loss. Trees # 39 and 40 have also been damaged by the same process but to a lesser degree I do not expect that Trees # 39 and 40 would decline. Risks to Trees by Proposed Construction This plan shows that Trees # 42, 43, 45, 46, 48, 52, 53, 54, 58, 59, 78, 79, 94, and 100 would be in connict with construction features and, therefore, would be removed. However, Mr. Chou states that the design plan has changed and that Trees # 42, 43, 45, 46,48. 52, and 53 may be preserved. Thus, it appears that only 54, 58, 59, 78, 79, 94, and 100 would be removed, The expansion of the parking lot on the south side ofthe site would reduce the planter bed in which Trees # 84, 85, 86, 87, 88, 89,90,91,92,93,97,98,99,10],102,103 and 104 exist It appears that Trees # 84, 85, 97, 98, 99,101-104 would survive, provided they are thoroughly irrigated frequently. However, it appears that Trees # 86, 87, 88, 89, 90,91,92, and 93 would suffer severe root loss and would not survive. It is preferred that the curb and paving adjacent to Trees 51,60-77, and 80-82 be retained. ¡fthis curb and paving are removed and replaced, it would be essential to preserve the entire existing planter bed to the edge of the existing curb, Otherwise these trees will be at risk of significant root damage. Regardless, it would be essential to irrigate these trees frequently during the entire construction period. The coast redwood (Sequoia sempervlrens) trees demands larger quantities of water as they mature. For this reason, a permanent irrigation system for the existing coast redwood trees must be installed ifno system exists or functions currently. Ifnew irrigation lines must be installed, the trenching must not cross the root zones in the existing planter beds, If the existing cement walll fence on the south side of this property is retained, there should be minimal if any risk to the neighboring Trees # 107, 108, 109, 110, II], and 112. If the restricted area remains restricted, there would be no risk to the 27 coast redwood trees represented by Tree # 106. Mr. Chou states that a "choker" has been installed near the southwest corner of this property on Portal A venue. Mr. Chou has asked for a recommendation for replacement tree (s) on the opposite side of the street The west side of Portal Avenue for most of the length of this property has an irregular row of European olive trees, For consistency, I Prepared by Michael L. Bench. Consulting Arborist October 26,h, :W05 d-40 EV ALUA TION OF TREES AT THE MARKET PLACE SHOPPING CENTER, STEVENS CREEK BOULEVARD 4 AT PORTAL A VENUE, CUPERTINO recommend that the olive cultivar Swan hill olive (Olea europea 'Swan Hill') be used at this location, This cultivar produces an insignificant quantity of very small fruit making it quite acceptable for this application. Construction damage The trees at this site would likely be at risk of damage by construction or construction procedures that are common to most construction sites. These procedures may include the dumping or the stockpiling of materials over root systems, may include the trenching across the root zones for utilities or for landscape irrigation, or may include construction traffic across the root system resulting in soil compaction and root die back. If any underground utilities are to be replaced or upgraded, it will be essential that the location of trenches be planned prior to construction and those locations are shown on plans, and that the trenches be dug at the locations shown on the plans. Recommendations 1. I recommend that protective fencing be provided during the construction period to protect those trees that are to be preserved. This fencing must protect a sufficient portion of the root zone to be effective. In most cases, it would be essential to locate the fencing a minimum radius distance of! 0 times the trunk diameter in all directions from the trunk. For example, a tree with a trunk diameter of 15 inches dbh (Diameter at Breast Height) would require that protective fencing be erected at least13 feet from the trunk. lfhardscape (i,e., curbing, paving, etc.) exists inside this 13 foot radius, the protective fence must be erected at the edge of the hardscape tèature and be located at least 13 feet from the trunk on all other sides, Occasionally it may be essential to have a certified arborist make decisions about the location(s) of protective fencing at the project site, I recommend that protective tèncing must: · Consist of chain link tèncing and having a minimum height of 6 feet. · Be mounted on steel posts driven approximately 2 feet into the soil. · Fencing posts must be located a maximum of 10 feet on center. · Protective fencing must be installed prior to the arrival of materials, vehicles, or equipment. · Protective fencing must not be moved, even temporarily, and must remain in place until all construction is completed. Note: In my experience, less substantial fencing is not respected by contractors. 2. There must be no grading, trenching, or surface scraping inside the driplines of protected trees, unless specifically described in another section of this report. 3, Trenches for any utilities (gas, electricity, water, phone, TV cable, etc,) must be located outside the driplines of protected trees, unless approved by a certified arborist. Prepared by Michael L Bench, Consulting Arboris! October 26''', 2005 ó>-4\ fV ALUA TJON OF TREES AT THE MARKET PLACE SHOPPING CENTER, STEVENS CREEK BOULEV ARD 5 AT PORTAL AVEN\Æ, CUPERTINO 4, I recommend that the preserved trees must be irrigated throughout the entire construction period during the dry months (any month receiving less than 1 inch of rainfall). Irrigate a minimum of 10 gallons for each inch of trunk diameter every two weeks. A soaker hose or a drip line is preferred for this purpose 5. I recommend that a permanent irrigation be installed if none exists to irrigate the coast redwood trees every 2 weeks with lO gallons of water per I" of trunk diameter during the dry months of the year. 6, Materials must not be stored, stockpiled, dumped, or buried inside the driplines of protected trees. 7. Excavated soil must not be piled or dumped, even temporarily, inside the driplines of protected trees, 8. Any pruning must be done by an arborist certified by the ¡SA (International Society of Arboriculture) and according to ¡SA, Western Chapter Standards, 1998. Respectfì ~ Michael L. Bench, Associate ~t~E:~ MLB/sh Enclosures: Assumptions and Limiting Conditions Map Tree Charts Prepared by, Michael L Bench. Consulting Arboris! October 261h, 2005 ;;;J-4-ó0 Job Name: Market Job # 10-05-236 Date: October 26th 2005 Place Shopping Center Stevens Creek Boulevard Cupertino P;:¡î1P = Best. 5= n¡ Worst ? · . I I I I 2~1___t___l___L__-L~~1_~º I I , I , , I I , , , I , I I , , , 1 : 2: : ---.---~---~--- , , , , , , , , , , , I , I I I , , , , I I , ---~----.---~---.----~---~--- , , , I , I , , , , , I , , I , I I I I I I , , , , . I I ------~---~----~---i------~---- , I I , , I I I , , 10 --------- 9 Shamel Ash ---------r--------------- Fraximus uhdei ____ª___JÇJ:1~~~_~<:_~!!:'; I . I I 18: : dead :25:60 ----~---t----r---;----~---t---, I I I I , ¡ ¡ ¡ ¡ ¡ ¡ I I I I , 18: : : : :30:50 -~---~---~---~---~---+--- I , , , I , I I I I , I , I I , , , , 3: 1: : ---+---~---~--- , , , , , , , , , , , , 1 ' 3 I I ---f---~---~--- , . , , , , , I I . I I I , I , I I I ---~----.---~---+----~---~--- I I , I , I , I I I I , I I I , I I I , I , I , I I I I _____~-__+____r---~------+____ I I I , , I , I I I r I I , , , , , , . ---f----~---i--- , , , , , , 7 --------- Chinese Elm -------------- I I 15: : : : :25:40 -~---r---~-__~-·-r---.--- , I I . I I I I I I I , I I I I , , , 4: 1: : ---+---~---1--- , , , , , , , , , , I I , , , , , , , , , , I , , , ---~----r---~---~----~---1--- , , I , . , , I I , I , , I I , , I , , r , ---~----t---~---t----~---~--- I I , , I I I , , , , , I , I , , , , I ------~---i----~---~------i---- I I , , , , , , I , , , I , , , , . , , ------~---1----r---~------+---- I I I , , , I , . , I . , I ! ! ¡ v ----:----r---¡--- ----r····.. , , , , , , I I , 'I ' , 'I ' ---i----t---~--- ----,- , " I ' , , , , , , , , , , , ---~----~---~--- , , , , , , . , , , , , , , , , . , ---i----t---~--- , , , , , , ! I , , , , , , , ___J____~___~___ : : : , , , Shamel Ash ------------- , , f 1 .- , 17: : : : :50:30 -~---t----~---i----t---t--- · I I I , , · , , I , , --1 J J ! J , , , -, 1 , , , , , 1 I ---~----t----~---t----~---i--- , . , , , , , I I , , I J J J I T i, , , I , , , ------~---i----~---~------4---- , , , , , , , , , . , I! J I" --ru i ---H I ---L. " ----~... ____~___Jç¿~~~~2.<:_~!!:'; 4 Chinese Elm 16 ¡ : : : : 30: 45 --------- -------------------------------- ----~---r---~---~·--r---+---· , , , , , , , , , , , , , , , , , , 5 Chinese Elm 19 ¡ : : : ! 30: 50 --------- -------------------------------- ----~---~---~---~----t---t--- , , , , , , I , , , , , 1 : 2: ! ---~---~---1--- , , , , . , , . , , . , 3' 1 I , ---t---~---i--- , , , , , , . , , , , I I . , , , , I I , , , I ---~----~---~---~----~---+--- , , , , , , I , , , , I I , , , I I I , , I , I , , , I , I ---~----t---~·--t----~---~--- I , , , , , , , , I , , , , I I . , I , , , , I I I ---··~---1----r---~------~---- , , , I I , I , I I , , , I I , , , , , · , , , , I , , , , _____-L___~____L___~______~____ , , , , , I , , , , I , I , , ____~____lÇ¿~~~~_~<:_~!!:';__________________ 18! : : : : 35: 45 ----~---r---~---~---r---~---, · , I , , , I , I , I , I 1 I I I , I I . I I 22: : : : : 40: 50 ____-L___L____L___~___L___~___ , I , , , I , I , , I I , I I , . 3: 1! : ---.----r---,--- , , , , , , , , , . , , 1: 1: : ___~___-L___~___ , , , , , , , , , I , I , I I , , . , I I , , I , I ---1--·-r---~---'----r---1--- , , , . , I , , , I , , , , I , , , , , I , , , , I , , , , I I I , ___~____L___~___~____~___~___ , I , , I , , I I , I , I I I I I , , , , I I , , , , I , , , , , ------r---'----r---1------~---- , , . , , I , I , , I , I , , I I I , , , I I , , , I I , , _____-L.__~____L___~______~____ I I I , , , I I , , , I I , I Condition -. ,i I -.-. , ,." I , '" I , ." I . . " I , I I' , . . I. I : ô::: :___ , .......'" 'l() , N:N!!Z~! ~ o -, ....... , I º I. -- ~ 0 w ~:~~::~ ~:~ ~ w ~ -,z:- :~I~ -~: f- Wu.. ~ ~ l()'L'~ ~IZ oc ~ ,0 N « "r-' Zl- 0 ill 1-1.. N ~ ~ S¡«:~ « z ~ ~ 0 0 º @ ~ ~ ~:WIOC:~ ill ~ ~ ~ Z ill OC ~ W I,OC z,« ~ I ill « ill ill ~ OC W W S'~ O:œ u ~ ~ OC Z ~ W f- 0 I f- ~:o ~ ~ ~ ~ ~ ~'Z :~ I ~ ~ ~ o!~ ~ > > ~ 0 ~:z I:~ ~ OC « oc z:~ 0 0 0.0 ~ rn:~ rn:~ w ~ w ~ 0:« OC OC oc:oc W ~:oc 0:- I ~ I 00 O:I ° U U:O OC O:~ 3 1 : ___ ___-L___~___ , , , , . , , , , ____?____lÇ¿~~~~_~<:_~!!:';__________________ Ulmus paNifo/ia 17: : : : : 30: 4~ , , , , , .... -L___L___-L___~___L___~___ , I , , , , , , , , , , , , , , , , I I . , 1 , . I I , I , I I , , I , ___~____~____L___~____~___~___ I , , I , I I , , I , , I I , I . , I I , , , I I I , , I I I I _____-L___~____~___~______~____ , , , I , , . I I . , , I , I I :: ' ---¡----t---~--- Iv : :: +_u... : I : , ' , ---i----t--_.L " : ' " ___ ____1..... ., I' , , " f ___L___L__l___ ____ ~... , , , , , , , " . ! ! ¡ ..j n-T-_·f---T--~ ----r··.. , " I ' ,. I , 'I " ---I----rn-¡n- ----1'..... 1 --------- Tree # ~ Chinese Elm -------------- !3535 Summil Ro.ad losG.tlos,CA 95030 and ASSOCIATES (400)353-1052 BARRIE D. COATE Plant Name , , , , : : , f-' w: w: u..: N' -' ~, ..}!:2: "",'W ~:~ a:::(/) w:~ f-'~ w' , ~:~ «:-1 -:=> o:~ Measurements T , · · , · : : , I m o : , , , i , : , , Pruning/Cabling Needs Pest/Disease Problems --. ---¡ ---¡ - , , , , , , 1..-' , : I,(): : · I, , 1"--' . · --I I , . 'w ' : (/) : : ~ : 'ill 1"-'" : 00 li): Lf{ :0 ~!~ -'~ -, >- "': 0 « " U :::':0 O~ W (I): a::: 0 ~:U ~ G31w 0 Z w,W « => z:a::: w a::: _:~ 0 ~ . , : , , , : , , , : , , , 1 , : -, on , , , ~: 0: W' 0::: w: >, 0: ü: 0::: 51 --" 0: ü: f-' 0: 0: 0::: Recommend . , : , , , : : : , , , , , , -- : ¡ : M Lr? : I -I: I ..-- I '«, ~ -- : : >:- w , : 01 >- ('-. (f) : '~: ~ w <{ ï:õ, oc: .è: 'õ2 ('. w w .:w,w:o W 11:: ~ ~: ~ : 0:: : _ w ~ o 11:::=":0:0:: 11::10 a::: W'I-:z,a.. .~ ill :s ~!oc:w:.-J ill ~ .J :;:>'ill:::!:c:t C) U o >:LL1:;E:> « w Ü ~:~:o:o f-11f- t- o:o:o::æ a:: 0 o w:w:w:w w a::: o W'W:O::IO::: I~ a::: z: 2, I Status ~ 't ~ Job Name: Market Job #: 10-05-236 Date October 26th, 2005 Place Shopping Center, Stevens Creek Boulevard Cupertino Page 2 of = Best, 5= 2 Worst ~L.L : o o o o : : o : .~ : o o o " : o :45:30 .~ ~_.. , 0 , 0 o , o o o . ¡ o o : : o : o . o : o , : : o : : , : o o o ~ : o : . , : o : . : , : o ~ , : : o , o : o o o : : o o o i o 20 Shamel Ash 23 ! ----'1'-- o o 4 J-.- ,J-... L~ºL~-~. I I I I , I I I I I , I 2 o 2: --1- o o o : ~--- o o o o --:- : o : ~._- , : : -:-- o : : _.-:-. o : o o ~ o : o : , : o o 0 o 0 o 0 -.,---, o 0 o 0 o 0 o o , .-, : o o o o r o o ~ : : , o o , , , ~ : o , : : , ..¡ , : -----,-- o o , 19 Shamel Ash -------------------------------- _~J , , , o 0 0 o , 0 o , 0 --1_-_...1..--",-1. , 0 0 o , 0 o 0 0 ___~_~__J?_t:!~_'!1_~~~~~ 17 ! --~ : o o 0 o 0 o 0 -õ'-'~- o , o 0 o 0 :30:30 ,--,---- o 0 o 0 o 0 :35:3513! 2 -I__..J.-..-~_....I.,__._ o 0 0 o 0 0 o 0 0 o : , , o o 1 ! 2 --T"- o : : o 'T-- o o o o 0 o 0 -!----I--t- o 0 o 0 - - o , : : ---1----- ..1.__ o 0 o 0 o 0 I I I " , I I I I I __L___L__l_ _~__,_.J____I~--J-J--- I I I I I I I 'I I I I I I' , " , o o ,-- o : o o o ,-- o : o o o _..L_...._ o : o 0 , 0 o 0 '----r" o 0 o , o 0 o 0 o 0 o 0 i'-'~-- o , o 0 o 0 o 0 ----t-..--i--t-- o 0 o 0 o 0 0 o 0 0 o 0 0 --T--'--'--,---- o 0 0 o 0 0 '0 0 , , o 0 o 0 -----:--.¡" o 0 o 0 1..¡ ---i'hh 17 15 Shamel Ash 17: : : : : 35: 35 --- --------------------------~-._-- ----~---}----~-._~---}---~---, I I I I . I I I I I I I I , I I I - 16 Shamel Ash 5! ! ! ! :12: 12 --------- ------------- - ----~---~-_.~---~---~---~--- I I I I I I I I I I I I I o o 0- '~ o o o I : ! ! --.!.~ I~_L_ t--. i "I I I I I , ~ 0 ~ .-.J ---.¡....... o , o , Shamel Ash ------------ 2! 2¡ ! --·T----~---,--- o 0 0 o 0 , o 0 0 1 ! 2 ¡ ¡ ---~---~---~--- o 0 , . 0 0 o 0 , I I I I I . I I . I I I I I I I I ---~._--,---~--~,----~---,--- I I I I I . I I I I I I I I I 1 I I I I I 1 I I I I I I I I I I I I ---~----~---~---~----~---~--. I I . I I I I I I I I I I , I I I I I I I I I I I I I I I I I ---.--r---,----~---,------,.--- I I I' I I 1 I I I I I " I I I. I I I I' I I I' I ______L___~____~___~______~____ I I 1 1 I I I I I I ! ! ¡ ..¡ ---,----,~._~--- ---- ...... o 0 0 , 0 0 , . 0 , 0 0 o 0 0 o 0 0 ---:---~:---t--- ----t..··.. o , 0 13 Shamel Ash 18: : : : : 50: 30 2: 3: : --------- --------------.-----------------.----~---~---~---4_---~---f--- ---f---~---~--- 1 I I . I I , I I I I 1 I I I I I 1 I I I I I I - 14 Shamel Ash 17! ! ¡ J ! 35 ¡ 30 2! 3! ¡ ------------- __L_._~___~___~___~___~___ ___~____L___~___ I I I I I I I I I I I I I I I I' 1 I I I I I I I I I I I I 1 I . I I I 1 I I ---~----~---~---~----~---~--- I , I I I I I I I I I I I I I I I I 1 1 1 I , I 1 1 1 I I I 1 . I 1 I ---~----~--------¿---~~---~--- I I I I I . I I I I I 1 1 I I I 1 I I I. 1 I I I 1 ------~--·~--·-~---~------4··-- I I I I 1 I I I I I I I I 1 I 1 I I I I I I I I I I I I -----~---~----~---~------~._-- 1 I I I I I I I I I I I o 0 0 o 0 0 _._~----~._-~--- o 0 , o 0 , o 0 , o 0 0 o 0 0 o 0 0 ---~----~-------- o 0 0 , 0 0 o 0 0 ..¡ ..¡ 11 Shamel Ash 18: : : : : 45: 30 --------- -------------------------------- ----~---f----~---{_---f---¡---· I , I I I I I , I I I I 1 I 1 I I I - 12 Shamel Ash 13 ¡ ! ¡ ¡ ¡ 30! 30 -------------------------------- ----~---~---~---~---~---.--- I I I I I I I I I I I I I I I I 1 I o 0 0 2: 3: : ---.---~---~--- o 0 0 o 0 , o 0 , 1 I 3' I ---f----~---~--- o , 0 o , 0 I J ! . 1 I I I I ---~----~---~---~----~---~--- I I I . I 1 1 1 I I I 1 , I I I I I 1 I I I I I I I I I I I 1 I I I I ---~----~---~---¿----~---~--- I I I I I 1 I I I . I I , I I I 1 I , . I , -----~---~----~---~------~---- I I . 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W W ':W,LU:O W Ct: (j) ..--, N: 0::::1 w Õ iE"!:J: 0: æ 0:: l- e::: W:¡:::Z:c.. I- @ ::s ~'a:::W:...J W I- ...J >:W:~:c:( C> 0 o >:u....:~:> « w Ü (j): u): 0: 0 !:::..DI- J-- O:O:O:~ 0::: 0 o W:WIW:W W 0::: o W:W: 0::::1 0:::: I ~ 0:: Z, 7' I - I..¡ Status t \ ~ Job Name: Market Place Shopping Center, Stevens Creek Boulevard, Cupertino Job # 10-05-236 Date October 26th, 2005 = Best, 5 = Worst PaQe 3 of 12 30 Shamel Ash 25! ¡ ¡ ! ! 45! 45 ·_~--~---r----r---~----r---T---· I . I I , I I I I I , I , I I I 6! ! ! ! ! 20: 20 ~___L___-L___~___L___¿___ , I I I I I , , I , , , , I I I I 2: 2! ! ---T----r---,--- o 0 0 o 0 0 o 0 0 o 0 0 2: 2: : ___~___-L___~___ : [ : , , , I . I I I I I , r , I I I J I . I , ---~----r---,_---T----~---,--- , , , . I , I , , , I , I I I I I I I I I , I I , , , . I I t I I , ___J____L___-L___¿____L___J___ : : : : : 1 , I I , , . 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I 25 24 Shamel Ash -.------ -.----.- 28! : ¡ ¡ ¡ 60: 35 3! 2!! !:!! ¡! !!!!! ----..--,----I-..,...----,-----~._ ---.-.---.--- ·--.------.-r---'--·-'-"f --,---.-.--.-----,-- , , I I I' "I "I I 'I I I " I , I I 1 " I', t, I , 'I ,',', , , , , " '" I I , , " , t, , . I , , , " '" , I " ,,, 1 34: : : : : 70: 60 2: 2: : : : :: ::::: --·__I~__'____ --1-----1--4-- ~ -1--._________ 1____1_ ~_~_.....__ --....I-_~__..........___--I______I___ , I , , 'I lit , , " '" I , , , , , " I, I I , " '" 1 , , , , , I' I I 1 , , " '" I , , , , ,~ o o o , . , --:--- o o o , o , o o o . o o o . : , , , , , , , , . o o : o o . o o o ~ o o o , o , , o o o oJ I.~. 23 22 21 Shamel Ash Im--I---- Plant Name Tree # $ BARRIE D. COATE ~ and ASSOCIATES ,,00;353·1052 23mSumlR~Rnad· LosGalos,CA 95030 Shamel Ash --.--.------. Shamel Ash ----------------- oJ Measurements Condition Pruning/Cabling Needs PesUDisease Problems Recommend T- 'I . " It" I , '" I , , " . 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COATE ~ and ASSOC, IA TES 14001353,1052 nBSSumll1dRðad L05Ga1OS,CA 95030 , Plant Name , , : : : o f-' w: w: LL.' o N° -' ~: ~::2 ~:w "",f- Q:::(() W:~ f-'U) w' , :2:~ «:....J -:::> 0::2 Measurements , o o : : o : : o o o o o , . : : o o o o . o , , , , o o o o o o Condition o 0 , , , 0 ¡ o ~ , o o~ ~ - Z ~ :~ ~~ 0 I 1=. ~OO G I ¡::: G .~ w w ~ -IZ ~ ~ G « - ~¡~ W f- ~ ~o- '" Z Z 0:: CJ ~ 0 ~ LL.«........ .I~\....J--O Sw~ N :2 ~ =.:<e ~ Z 2 ~ ~ . 0 0 0<>, - f- ~o w 0:: f- ;îj Z U) U) 0 ill ir ~~ (() ~:Q:: 2 ~ ....J I:W ~ ~ W ~ Q:: w W ~::) 0 ü ~:Q:: Q:: w Z ø ~ f- 0 I!f- E 0 ~ ~!~ ~ > U) z WI « ~IÜ 0 0:: 0 OW Z- rn W ....JI:) < 1 ....J I I ~ ~ 0:: <:0:: z N 0 0:0 0 ~ ro ~ m m « ill ~ w:~ 0 « æ æ:oc æ W « Q:: o 0 J:i I U) I: U) ü I ü 0: ü ° 0:: Ü "- Pruning/Cabling Needs Pest/Disease Problems : : o , _0 , ,~ 0 , "' 0 0 00 , =,1 : , w 0 U) : < : w 0 ~ U) _0 ~ ~o 0 i5 I: =- - =-: >- I.O:~ 0:< 1 I:> 'ü ::::':0 g:w (():o:: S::O f-ü!ü !~ 'w 012 w:w «:::> (/):0:: w:o:: ~:_~ 0: ~ , , , : , : : , , , , o , , , : : -0 "'0 , 0 ~o -0 0: w: "', w' >: 0: 0: "': ~! --" 0: 0' , f-' 0: 0: "': Recommend I : : o , , o 0 , o 0 0 ¡ : :- I.() : :...J: M .,.: : : «: ~ -- : :>:- w . : 01 ~ (/) I 1 I.... « ú): æ : ~ : æ: ('0. W':WIW: w ~ S: ~ : IX: : º w o O::.....J: CIIX: 0:: a:: w:~: Z: c.. ~ ~ r-:O:::W:-I W -I ~:W::e:4: CJ o >:LL::e:> < o (/): (/):0:0 !::: t- O:O:U::!E oc o w:w,w:w w o WI W: D:::'IX: I n:: : 1 , Status <:-' w w 0:: f- o W f- Ü w f- o 0:: "- ~ \ ~ Job Name Market Place Shopping Center, Stevens Creek Boulevard, Cupertino Job # 10-05-236 Date October 26th, 2005 Page 5 of = Best, 5= 2 Worst 41 ç_~r:!.~~~Y_~~~~~£-º~~~.!:!'J~___ --------- 42 º-~~_~~_I,;;J~_r:!9_º~!~_?.~~rn____ -~------- 43 Shamel Ash --------- ----._-._----------------------- 44 Shamel Ash --------- ----------------------------._-- 45 Shamel Ash --------- -------------------------------- 46 Shamel Ash --------- -------------------------------- 47 Shamel Ash --------- -------------------------------- 48 Shamel Ash --------- -------------------------------- 49 Shamel Ash --------- -------------------------------. - 50 Shamel Ash 8! : ! ! ! 15: 15 -----r---r----r---~---r---T---· I , I I I I I I I I , I I I , I I I , , I I t I : : : : :20: 20 -L___~___-L___~___L___~___ I , . 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(j) I : I ~ : W <C íl): a::: :E: a:: ('-_I ill W" WI WI W ~ ~! ~ : Q: ! º w g: o a::::~: c: a:: 0::10 [( W'I-:ZIa.. r- w ::s 1-: 0:::: W:..J wll- ...J :£:W::E:« ~ ü o >:lJ..::E:> <:( w Ü (/):(1)10:0 I- ~ t-- 0:0:0::= iY 0 o W:WIW:W W a::: o WI W: 0:::"0:: I a. n::: : I I Status ~ 1" ~ Job Name: Market Place Shopping Center, Stevens Creek Boulevard, Cupertino Job # 10-05-236 Date October 26th, 2005 = Best, 5 = Worst Page 6 of 12 53 .i?_~~.£'ò~_~_~f;tf!'?!~ i-54 - i?_~~~~_~~~_~~£l~9J~~___________ ..~=,,"::". MaGnolia Grandiffora 55 i?!E~~~~_~~_~_______________ ................ 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I "I- T": I · , , ........ , , , , , , . ....... ··....T...... ...... , , , 1 I 1 1 1 ., 1 · I 1 1 ·T·.....·r····..·¡·....··....·,....·.... I 1 1 1 1 I' 1 I I' 1 , , , T···· · · · , , , .......... , , · Saucer Ma nolia 6 ! ..¡! 5 ! 3! : 15! 2012 ! 1! ! ._-----------g-------------------.----~---~---~---.....---~---+--- ---+---~---+--- 1 1 1 1 I 1 1 I . Magnolia souJangiana : : : : :: ::: , , , , , , , , , ·+·....··..·......1.. , , , , , , , , , , , , ·t· , , · · , +...... , , , · · · ... · , , , , .1.. , , , 52 28: : : : :60:50 ---~---f----~---{_---~---t--- , . . . . 1 1 1 1 . 1 1 1 4 I I --·f---~---~--- , . , , , , · , , , "f" , ! . .... ¡ , , ·r...... · ! · , , , , .}....... ·....··1...·... , , , , , . - ~ , . : : ........ .+....... · , , , , , ~ 'ARRIE D. COA IE , and ASSOCIATES (4C~)353-1052 ~ ".,,-.. lO!'Gat~,CJ, 95030 Tree # : Plant Name - 51 Shamel Ash ------------ I : i , , 1-' wi w: LL: N' -' ~, , ' ~:~ ~\:w "",I- a::::1CJ) w:>- I-,(J) w' , :2!¡::: «,...J -:=> O:~ Measurements T i . , , : : : , ¡ , I CD o . : , , , , , , , , , , : , , I- 0 0 W W W W I- l- LL « « N :2 ~ "'" - I- "'" I- (J) a::: æ w w I- 0 I- I « w w I :;;: ~ 0:: I]) « W D.... o - I (J) Condition Pruning/Cabling Needs , , , , , , : : : : : : , , , , ,--, 1 101 I 1......1 I ", _ Z ¡ ! £i: ~ 0 , '<.9' ~ : _! Z ~ <.9 <.9 <{ :L!(:¡= <.9 ~ Z a::: C) ........« z Z 2:,0 z : -: - « : t- - lÕ:W:a::: ~ w ~:OOI~ 'IO:::IZ «0:: --.J IIWI« S::J:O 0 .....:0::::0:: I:I-:¡:: 0 ~ ~:~:z ~!U!o a::: :> :>!~!S ~:~:z ~ 0 0:0:0 w:.....:O « o:::a::::o:::o:: I:OO:O I U:U:U:U , : : : , , , , , , : , .. , , : : , , , , , I , '- , '"", : 1 I 1-, '~ , ,- I I : >- S2¡~!!::: b!J: 0: 0:: SIWIO ': 0:_ 0: WI a::: Z:w:a.. W:Z!C) W:U)'Z >IW:_ O:--.JIZ ~Iro:~ w:«:a::: a:::!ü:a.. Pest/Disease Problems : -: : : : -: : 1.\': , -, , -, : 0: , W' : oc: G): W: íi)' ., >, , ::s: 01 ......,>- 0 0: « n:: O¡~ :) 9:0 c5 >I:::::C:: 0 o:z I- <.(:::) 0 w:o:: 0 0:1-: oc , , , , , I , -, , """ : " , ~, ,-, : w: , (J), : « : : w: : if) : 0: : ~: -, , """ , '. , s:o! (/):0:::: 1-:0: ü:w: W:WI 00:0:::: ~:I-: , Status \5J r ~ Job Name Market Place Shopping Center, Stevens Creek Boulevard, Cupertino Job # 10-05-236 Date October 26th, 2005 = Best, 5 = Worst . Page 7 of 12 69 Coast Redwood ------------------ 70 Coast Redwood ----------------- 15: ! ! ! :45:20 ----r---r-·--r---,----r---T--- I . I I I . I I I , I I I I I I I I I I I I I 20: : : : : 50: 20 --~---~---~---~---~---~--- I I I I I , I I I I I I I I . , I 1 ! 2! ¡ ---T----r---~--- , . 0 · 0 0 · 0 , o 0 . 1 : 2: : ___~___-L___~___ o 0 0 : : : 67 68 Coast Redwood 15! ¡ ¡ ¡ ¡ 45: 20 .------------------ ----r---r----r---~---r---T---' I I I , I I I I , I I I I I , , , I Coast Redwood 13 ¡ ! ! ! ! 40: 15 ________________________________.____-L___~____L___~___~___¿___ I I . . , , I I I I , , I I I I I o 1 : ---T- o o o 20 0 , 0 . 0 ----,----,--- o 0 o 0 o , 1 ! 2! ! ___~____L___~___ , 0 0 , 0 0 , , 0 62 Coast Redwood --------- -----._~---------- 63 Coast Redwood --------- ------------------ 64 ~~~_~~~~s!~_~~s!______________ --------- 65 Coast Redwood --------- ------------------ - 66 &~~-~~~~-<!.~-~~~ 13! ! ! ! :45: 15 ----r---r----r---~---r---T---· , , , , , , , , . , . , , I , , I , , I , , . , 12: : : : :40: 15 --~---~---~---~---~--_&_-- · , , , , I , , , I , I , , , I , I 13: : : : :40: 15 ----~---~---_}---~---~---f---· , , 1 , , I , I 1 I , , , I I . I , , , , , ¡ I 12: : : : :40: 15 ----~---~---~---~---.---~--- I , , , , I · , I I , I · I , , , I 1 ! 2: ! ---T----r---,--- o 0 0 , 0 0 , 0 0 , 0 2. 0 o , --~---~--- o . o 0 o . 1 : 2: : ---~----~---~--- o 0 0 o 0 0 I I I , , 0 1 : 2: : ---&---~---~--- o . , o 0 , o 0 , , 1 : ---&- o o o 0 , 0 , · 0 0 0 0 , , , ---~----~---~---f----~---~--- I , . 0 0 , , 0 0 0 , 0 · 0 0 0 · 0 0 0 0 0 · , 0 0 0 0 · , 0 0 0 0 0 ---~----~--------~----.---~--- 0 0 0 , 0 0 · 0 0 0 0 0 0 0 0 , 0 0 I I I I I I 0 , , 0 0 0 0 , , . , 0 0 · 0 0 · 0 ---'----T---~---'----r---'--- 0 · 0 0 · 0 , 0 0 0 0 , , 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -......1......-&............. -...... ...&...... 0 · 0 0 0 0 , , , 0 0 , , , , I 1 I +-+ 0 0 0 0 , , 0 0 0 0 0 0 0 o . ,····..·T·..····...·.. ·T.....·T· 0 0 0 o 0 0 0 0 o 0 0 0 , ..:........:. 0 0 , , 0 0 · , , , o . 0 0 , I...................... ..1........... 0 0 0 0 , , 0 0 0 · , 0 0 0 , I I I +--+ , 0 0 I I · 0 0 · 0 0 0 0 '...uuTh........... ··r·...·..' 0 0 0 0 0 0 0 0 o 0 0 ..:........:. ...:..-..: o , : : , . , 0 o 0 ..J............ ..t.......~ 0 0 0 0 0 0 0 0 0 0 0 0 o i o , o o 0 : : 'r'" "f'" : : - o 0 o 0 o , ~.......7· o 0 o 0 o I ... ¡ I o ·T"·"· o o o , , .~ . , ..¡ I ..1... I , ~ o o o 'T' I ..:. · 0 : : ··~·......t·· o , o 0 , o . T o ..:. o o .L , I o o , ·i....·· , ..:- o I ........... o o o i ¡" T I .I I I ~ Measurements Condition Pruning/Cabling Needs I I -. ,! I ¡ , " , " , , , 'I I " ¡ I :: : :: : : : , , " , , " , " , I :: : : 0: ' :_ I ¡ , ¡ ...--' L() :: : : ' : - Z I- ' " , ,N¡N 0 I ...-- : :1- :0 : -- ~ - -- , 'w QIW ' ~ ~ ~ I- G ~ ~ : : W: I- : _, z -- <.9 « ~- f- I I~ ~I_ ,L(),- f~ Z Z ~ ~ 0 Ñ "......«1....... "'r-'-"--o wu... : :N ~:~ :~:~ z 312 ~ ~ ' 0 0 'I ~,- 'lfV-.......IZ~(f)O - , I ~, ;:: 1 r- :;:;-, W 0 ~ f- W 0 (f) Z W ~ ¡ I~ '--I(f) "'I , ~ 1_ - u... " I (f) 1 ' 10::1 Z (t: --J I W ~ W w a.. : : :~ w:w ~:~:o ü I- 0:: 0:: w Z ~ : I :~ f-IO I:f-I~ 0 ~ ~ ~ ~ > (f),z I I 1.-- 1- 'ü'- ~ Wo . 0 OW II....... 1-, '0 ~ 0 '-2 I I , ..,..,IW.....JI~' ~ .....JI : :I:~ ~:~ ~:~:z N 0 0 0 0 2 rn:~ : :m:~ w:~ w:I-:O ~ ~ ~ 0:: O::IW ~:~ : :0:0 I:(f) I:(f):ü I ü ü ü u:O:: ü:a.. . , o , · . . ---~----I----r---I----,---~--- , . , , , I I 1 , , I , , 1 , , , 1 · , , I , , I I I , , , 1 , , I , , ---~----.--------~----.---~--- , I I I , , I I , I , I , I I I I , I , , , , I 15: : : : :45:20 --~---~----~---~---.---~--- , 1 , , I I I I I I I , I , I , I I , 0 0 1 : 2: : ---.---~---...--- , . 0 · . , · . 0 Coast Redwood 19: : : : : 55: 20 --------------------------------·-----,---f---~---~----f---I--- I , , I I 1 , I 1 , I I 1 ' 2' I ---f----~---~--- o 0 . o 0 0 I I I ¡ , 1 I , , , I I I I I I I" ------~---~----~---~------~---- ---~----~---+--- ----i... : : ::: ::: II I I I" I I , : : ::: ::: -¡:~ _____..:..___l____~___..:______l____ ___..:____t___l..___ ____ .... I I 'I' '" , I "I 'I I I ' . 'I' I" , , I I' I" L ' , 'I' I" ------~---~-·--~---i------f---- ---4----~---~--- ----, - .~ , , .. I I" I ' , I' 1 I I I . . 1 1 1 I I , , , "I 'I I I . I I" 1 I I I -----+---~----~---+-----~---- ---+---~---+--- ----t----- 1 I I I' I' 1 i I 1 "I I I 1 , I "I I" I -----+---1---+---+-----t---- ---{----t---t--- ----I· ---- 1 1 I I I . 1 I , : ::: ::: - , 'I 1 . I I I ... ,. I .&................1............. ...........1................. __ I ,., I.. · I.. 'I 1 · "I .., Tree # 61 --------- ~ BARRIE D. COATE and ASSOCIATES (408) 353-1051 ~ 2JmS.mmil'"d ~ l.c.n.,CA 95030 Plant Name 1 , o o o o I f-0 wi w: "- ' , N' -' ~: -.:t::2: ~,:w ""of- C:::(J) w:~ f-o(f) WO 0 ~:¡:: ~:.....J -:=> 0::2: I CD o PestJDisease Problems --.---¡ o 0 o 0 o , -, , ,,",0 , " , ~o , -0 , o , Wo , (f)0 , o , ~o 0 ~o 0 w' -, (/):~,LC(: I - I ,,~, ...--' : 0: ~:__I _o~o_o>- L(): : 0: « " I 'ü S:O:O:w (I):~:º:O I-¡U¡$!~ b3:w:o:z (f),WI«.::> : a:::: w: a::: ~:I-:O:I-: o I o -: Lt(: -, -, 0' w er: w > o o er: :'5 --' a o f- a o ~: Recommend ~ ----: o 0 , o 0 , ! : ! , . 1- - , , 'M ~ : :...J1 I ...- , '<t : or- '-'" : : >:- w , : 0, > ,('0' W 1 I 'I-- 'W « Lõ: a::: : :E : C2 ('0. i w w ': w, w. w 0:: ~ S: ~: a:::! Q w'l f- a C:::.....J: 01 0::: 0:: 0:: w:¡:::z:a.. t-'¡@ :5 ~:O:::w:...J W I- -' :>:IW::::c:( G ü o >:l1..::::> ~Iw Ü {/):(I):o:O t:: l- t- o:o·u::: 0:: 0 o w:w:w:w WIer: o w: w: 0:::1 0::: I_a,. 0::212., _ Status t ~ ~ BARRIE D. COATE and ASSOCIATES (4iJI) 353· 1052 ~ .,,-,- lœ(;.¡,I~,CA 95030 Tree # Plant Name 71 Coast Redwood -------------------------------- 72 Coast Redwood .------------------------------- 73 Coast Redwood ----.--...---------------------- 74 Coast Redwood .------------------------------- 75 Coast Redwood ---._--------------------------- .............-. 76 Coast Redwood -------------------------------- 77 Coast Redwood -------------------------------- (78, Coast Redwood -------------------------------- .~... Coast Redwood -----------------------.------.- - 80 Coast Redwood -------------- Job Name Market Place Shopping Center, Stevens Creek Boulevard, Cupertino Job # 10-05-236 Date October 26th, 2005 18: : : : :45:20 -----c---f----~---'----f---+--- I , I I I I I I I I I I 14: : ¡ ¡ :40:20 -----r---r----r---,----r---T---· , I I I I , I I I I I I I I I I I I I I I I I I 20: : : : : 40: 20 ,_ _ __-'- ___... ___-'-__ .-'-. __1.__ _... ___ I I , I . 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'0 W Z Ü' O'><ZI U U (/) (f) 0 0 « ill -== I r- I (') ...J I -' «' I I I....J , W I I I- ..... 0 0 f- '-~ ~:~ I:I:~ _ ~ <:~ z N 0 O:O:O:~ m ~ W:w <:.~: 0 0 U ~ ~ ::!;:=> m:m:< L1.J a.. w:~ 0 « 0:: 0:::: 0:::: 0::: w « 0:: (/):0:: w:cr:: 0 0 W W W w a:::: 0 Tree # Plant Name 0 : ~ 0: 0: n I (/) :r:: (J) ü I 0 ü: ü : ü: 0::: : ü a.. Z : I-- 0: I-- : a:: a:: ~ ~ " a:: ~ ~ I I I 1 . 1 I 1 I r : I : :: : 101 Coast Redwood 20 ' I . I .70 125 1 1 1 I 1 I , , I , l.v ................. ---------------------------.---- -----~---~----~---_l--··~---f--- ---f----}---~--- .......j ····..f·······:··......:··..· ..~.......yn... ....... ...:. .....-}-......~........:.... ... ............ ·......r···..·' ... ...~....... .......ï...... I 1 . . . I I I I I I , I I' I' I I I I I. I I I I . I. I 1 1 I 1 I . I. . I . . I I I I 1 1 I I I . 1 I. I .. I I 1 . . I I . I. I I , I 'I I 1 . I. I.. I 102 Coast Redwood 19: : : : : 60: 25 2: 1:: :::::: ::::: ::: I"'¡ ................. -------------------------------- ----T---r---r---r---r---!--- ---!---:---1·-- ·...·..!.......!....···r...····!·..· ·..l..···1...... ...··..·..-¡-....··l····..r...·..·:....·....··1···..···· ·..··..r··..···!···....1·...... .. ..··r····· I . I , . I I I I I I 'I I.. I I I I . C d 2 . I , 1 1 0'2 . I 1 I I : I I 1 I 1 1 I. 1 I' i.1 103 oast Re wood 0 I . , . 1 7 I 5 1 1 1 I I 1 I I 1 I 1 1 I 1 1 I I I I V . ... .... ... ..... --- --- ---- -- ---- ---- -- ---- ------ -- - -+ -- -~----}_-- -+- .-~ - --f - - - -- -f· ---} ---~ --- ......-:-...... f...· ...}..... ..:..... ..{..... .} ...... ... ........: ..... ...~....... ~.... ... .:......... ...:.. ....... .......}. ......:.. .....{....... ........~...... I I I 1 I. I 1 I I I I 1 " I.. 1 1 . 1 I I : ~ : : .: ::: :::::: ::::: ::: 104 Coast Redwood 22! : ! ! ! 70: 25 1: 1! ¡ ! ¡ ¡ ! f! !!: ¡! ¡!: j...¡ ................. -------------------------------- -____I____~_.__I____"O____~___..___ __...____1____..___ .......I.................i-...................... ......... .......... ,......................................1......... .......i-.......I................. ............... 1 I . 1 I I. I I 1 . I I " I I 1 I. I I : : : : :: ::: :::::: ::::: ::: I 1 I . 1 I I I 1 I I I I I. . I I I 1 1 I' I, 105 Coast Redwood 20 I 1 I 1 1 60 I 25 1 I 1. I . I 1 I I 1 I. ". . I. 'v --------- -------------------------------- ----+---1----+---+---1-----1---- ---f----}---~--- .--..;----~---+---~----}---~--- -----+---{----}---..;-----.{---- -.-..;----~---+--- ----t...... ! : ! ¡ :! !:: !!!!!! ! ¡ :!! !!! I . I I I 1 I 1 I I . I I. 1 I 1 106 Coast Redwood 12 - 15": : : 50: 20 1: 2:: :: aemrox. 27 trees ::::: ::: l.v --------- ----------------.--------------- ______________1____......___,,___..___ __...___-L.___.¡___ ___...____,,___ J:_______________ _____......___..____,,___...______.¡____ _._...____,,___.....___ ____....... 1 I I I I I I I. I I . 1 I .. I 1 I I 1 I I I I 1 I I . I I 1 I 1 . 1 I I. I I. . I I · I 1 I I' I I I I I 1 1 . I I I 1 1 I I.. . . I 1 1 I 1 1 I 1 1 . 1 1 I 1 I I I 1 I. I i...¡ ___'!.Q?___ ~~n.~~~~y_~I!l_~________________ _~_~.¡___~---_!_---_!_---~?-~!-~º _!_!-?-_!_---~--- ___~.--- ~---_!_---!----~---~--- ______~---~----~---~------~---- ___~----~---_!_--- ____~..... Pinus radiata ! ! : ! !! !:! ::!!:! ! ¡ ¡:! !:! ! 1 . 1 1 . 1 . I I 1 1 . . . I "" I' I. 1 108 Montere Pine 14: : : : : 70: 20 1: 3:: :::::: ::::: ::: --------- ---------y---------------------- ----~---~---~---~---~---~--- ---~---~---~--- ---~----~---~---t----~---~--- -----~---~----~---~------~---- ---~----~---~--- ----I · . I 1 1 . I " I . 1 1 1 1 I. 1 I.. I · I I . 1 1 1 I 1 .. 1 . .. 1 1 1 I. . I. i · I I 1 I. 1 I 1 I' , " 1 1 ". . " _I 1 09 Coast Redwood 18: : : : : 70: 25 1: 3:: :::::: ::::: ::: v --------- -------------------------------- ----~---r---~---,_---r---T--- ---~---~---,--- ---~----~---~---T----r---'--- -----~---T----r---'------T---- ___,____~---~--- ____ · I , 1 " " I I I I I' "'" 'I 1 1 I I , 1 1 ,. I 1 I , I 1 I., I 1 I" , . I 1 " I. 1 I'. I I' '" I' I. 1 · I , , " 1 1 I' I , " ,., I I' 1 110 Coast Redwood 18: : : :.: 80: 25 1: 3:: :::: t: ::::: ::: ~ --------- -------------------------------- ----~---~---~---~----~---t--- ---t----:----1--- ---~----~---~---1----~---~--- -----~---1----~---~------~---- ---~----~---~--- ---- ...... , . . 1 . 1 '" I I I , t' . I I " , 1 , I . . " " ". I " ,., I '" rf\ \f) J C) Job Name: Market Place Shopping Center, Stevens Creek Boulevard, Cupertino Job # 10-05-236 Date: October 26th, 2005 = Best, 5 = Worst Page 120f12 · · , ..L... , : , , , , , , .I..... ...I.... , . , . , . , , , .. , : , , , .~.. . , , , , , , : , , , . , : : : , : : . . , , , : , . , : i : , , i : · , i : , , · · · : , , . , , . , : . . : , : .-. I I I I , I I I I I I I I I I , I -r---~----r---'----r---T--- I I I I I I , I I I I I I I I I I I --------- I I I I I I · I I . I . I I I I I I -r---r----r---,----r---T--- I , I I I I I I I I I I I I I I I I I . 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I , . I I I I . I I I 1 . I 1 I I I 1 1 I I I I : : : :0: 1 1 " T"""' I 1 I I I I __ : : :: ('\I: N , '0 . 1 -'T""" 11--0' I IC) I ! Ww ill! ~ ! __1 z ~ <.9 <.9 . I--.~ I~I- r~ Z Z ILL~I""'" 1111--'-'-_ 1 ~I~ IT"""I~ Z Z Z IN...::: I"'::: I "-,,,I ...... <c ! @ ¡:::! ¡::: Lõ! ill lY ï:; ill I ~ I 00100 "0::: Z....... -III : a:: ill: ill ~: ~ 0 lY ü: I-- :WI- 1--:0 I:I-- ¡::: 0 ~:~ :w I:<C ~:O _0 ~ : 1 rn1w ~I~ ~ I I:~ ~:~ ~llY Z NOlO ro:~ w:~ w:~ 0 « lY:a:: 0:0 I:OO I:OO ü I O:U · 1 : 3 I ---1---4----1--- , , , , . . , . . , , . 1: 1: : ___.___~___4___ , , . , , , , , , I I I · , , , , , ---+---~---~--- , . . , . . , . . , , , · , , , , , ,___.___~___4___ · , , · , , , . , ------------------- I I I I I 1 ~---~---~---~---~---f--- I I I I . I I I I I I I I I I I I I I . , I I I , I I I I I I I . , 1 I ____~___~________~w__~___.___ I I I , I 1 , I I 1 I I I I I I 1 I , 1 I I I I I I I I I I I ---~----~---~---+----~---~--- I I I I I I I I I I I I I I I I I I I , I 1 I I I 1 I I I I I . I I I I ---~----.---~---.----~---~--- · 1 . I I I I I I I I I I I I . I I I I I 1 I -----~---~----~---~------~---- I I . I I I I I I I I 1 I I I , I I' I I I I' , , I I 1 , __________4____~___~______~____ I I 'I , , , ,. I 1 , I I I . , . , . , ---~----~---1t--- ____1--__ , " I ' . , , , , : :: I ---1----t---~--- ----~ I 'I I , ., ! Recommend I , : , , . , , , , , , , , . , , . I , 1_ ~ : !...J: '? ~ : 1«: or' -- : :>:- w , : 0 1>- ('-. (/) 1 I I I- ill « li): a:: : :E: æ ('-. w W I I w, W, ill ~ ~¡ ~ : a:: ! Q ill g: CI a::::-I:CIQ:: a::: rr W'i=:z:o.. ~ ß :5 ~:~:WI...I w ...J :g;:w::;:< c:J11tJ o >:LL::¡::> « ill o (1):00:0:0 t: t- t- 0:0'0::; a:: 0 o w:w:w:w WI~ o W.,W:.....,.a:: I ~ rr , ,..... ._""!!!!!!' : :! I" I I ___ m~----~---t : : : , . , , : , . , ---J----t---ir--- , , . : I I Coast Redwood 22 ¡ ! ! ! ! 85! 30 ,-------------------------------- ----4----~----~---~----f---I---, I 1 , I , I I I , I I 1 I 1 I I I Mexican Fan Palm 15!!!!! 90! 15 ,-------------------------------- ----~---~---~---~---~---.--- Washingtonia robusta ! ! ¡ ! ! ¡ I I , , 1 , I I 1 , , I ---~----f---~---f----~---~---- , I I I I I , , I 1 I , , , , 1 I , , I I I I , , , I I I I , , , I , , ___~___.________~____~___4___ , 1 , . , 1 , I , I , I I I I , I I . I' I 1 I I' I I I I 1 I ----------~----~---~-----~---- I I I' I , I " , I , I 1 I I 1 'I I , , ,. I ------~---~----~---~------~---- I , I I I I I I' I I J J I I -J Plant Name BARRIE D. COATE and ASSOCIATES !4081353-1052 23B5Suml1j(Ro.1d losG.'llos,CA 95030 ¡ , : , 1-' W: W: LL: N' -' ~' ~!~ AI'W ~:I- cr:W W:>- I-'U) W' , ~:¡::: «:-1 -:=> 0::2 Measurements T , , , : : , : : : : : : , , , , . . : , , , , , , , , I CD o : : , : : : , : : , , , , , , · · , , , , , , , , , , · · · · , · , : : , : : : , · , : · · Pruning/Cabling Needs ï 1 I , , , , , , , , , , , , , , , , , , , , , , I ,__ , I I I.() Z ' t- I " o . I: ! ~ ¡::: 0:-.:>- « -,....... I-- er: <.9 ~!O 0:: o Z ': w 0 I-'(f)- 0,0 - (f)1 'W a:: w:::;:;: 2:w a.. /'VI^, W1Z Uo.JLI- w: <.9 ~:~ >:U) ~ :>:s: OJ~ z 010 ~:ro ::> a:::c:: w:~ a:: o:ü 0:::0 ~ Pest/Disease Problems ---¡---¡ ---¡ ---r . , , I , , , __I I I .....1 I , ..~ , I I I, I I T"""I , 1 _I , I , , , W. I I U)' , , , , , .........' I , .......1 , 1 W, 1__1 ~ ! íÕ! U{ ! 01 II~' _:~:~:>- LO: : 0: ~ 'I 1 10 SJo:O:w w:er::Q:o t-!ü!$!~ ÜIW10IZ w:w:«:::J Cf):er::w:a:: ~:I-:o:~ "ì o w a: w > o o a: :) ...J o o t- o o a: I , I Status 'tK , ~ - BARRIE D. COATE and ASSOCIATES Horti cutural CcmsuJtants 23535 Summit Road Los Gatos. CA 95033 4081353-1052 ASSUMPTIONS AND LIMITING CONDITIONS 1. Any legal description provided to the appraiser/consultant is assumed to be correct. No responsibility is assumed for matters legal in character nor is any opinion rendered as to the quality of any title. 2. The appraiser/consultant can neither guarantee nor be responsible for accuracy of information provided by others. 3. The appraiserlconsultant shall not be required to give testimony or to attend court by reason of this appraisal unless subsequent written arrangements are made, including payment of an additional fee for services. 4. Loss or removal of any part of this report invalidates the entire appraisallevaluation, 5. Possession of this report or a copy thereof does not imply right of publication or use for any purpose by any other than the person(s) to whom it is addressed without written consent of this appraiserlconsultant. 6. This report and the values expressed herein represent the opinion of the appraiser/consultant, and the appraiser'slconsultant's fee is in no way contingent upon the reporting of a specified value nor upon any finding to be reported. 7. Sketches, diagrams, graphs, photos, etc., in this report, being intended as visual aids, are not necessarily to scale and should not be construed as engineering reports or surveys. 8. This report has been made in conformity with acceptable appraisal/evaluation/diagnostic reporting techniques and procedures, as recommended by the International Society of Arboriculture. 9. When applying any pesticide, fungicide, or herbicide, always follow label instructions. lO.No tree described in this report was climbed, unless otherwise stated. We cannot take responsibility for any defects which could only have been discovered by climbing. A full root collar inspection, consisting of excavating the soil around the tree to uncover the root collar and major buttress roots, was not performed, unless otherwise stated. We cannot take responsibility for any root defects which could only have been discovered by such an inspection. CONSULTING ARBORIST DISCLOSURE STATEMENT Arborists are tree speciaJists who use their education, knowledge, training, and experience to examine trees, recommend measures to enhance the beauty and health of trees, and attempt to reduce risk of living near trees. Clients may choose to accept or disregard the recommendations of the arborist, or to seek additional advice. Arborists cannot detect every condition that could possibly lead to the structural failure of a tree. Trees are living organisms that fail in ways we do not fully understand. Conditions are often hidden within trees and below ground. Arborists cannot guarantee that a tree will be healthy or safe under all circumstances, or for a specified period of time. Likewise, remedial treatments, like medicine, cannot be guaranteed. Trees can be managed, but they cannot be controlled. To live near trees is to accept some degree of risk. The only way to eliminate all risk associated with trees is to eliminate all trees. cØ~ JJ. ~ Barrie D. Coate ISA Certified Arborist Horticultural Consultant ;>-55 EXHIBIT C City of Cupertino 10300 Torre Avenue Cupertino. CA 95014 (408) 777"3251 FAX (408) 777-3333 Community Development Department I CUPEr{fINO PROJECT DESCRIPTION: Project Title: Market Place Shoppina Center Project Location: Southeast Corner of Stevens Creek Boulevard and Portal Avenue (19620-19780 Stevens Creek Blvd.) Project Description: Demolition of approximatelv 15.267 sauare feet of existina commercial space and construct a new 37.250 sauare foot two stOry buildina Environmental Setting: The proiect is surrounded bv similar commercial uses to the north and east. Residential uses are to the west and south. The addition will be within the existina shoppina center PROJECT DESCRIPTION: Site Area (ac.) - _9,9_ Building Coverage - _25_% Exist. Building -118.067 s.f. Proposed Bldg. - 37.250 s.f. Zone - Planned Development G.P. Designation - Heart of the Citv Assessor's Parcel No. - 369 - 06 - 08; 09; 010 It Residential, Units/Gross Acre· N/A Total# Rental/Own Bdrms Total s.t. Price Unit Type #1 Unit Type #2 Unit Type #3 Unit Type #4 Unit Type #5 Applicable Special Area Plans: (Check) o Monta Vista Design Guidelines N. De Anza Conceptual o o S. De Anza Conceptual o S. Sara-Sunny Conceptual o Stevens Crk Blvd. Conceptual o Stevens Creek Blvd. SW & Landscape It Non-Residential, Building Area - 37.250 s.f. FAR - 29 % Max. N/A Employees/Shift - _Parking Required 583 Parking Provided 524 Project Site is Within Cupertino Urban Service Area - YES 0 NO 0 ~-9.0 A. CUPERTINO GENERAL PLAN SOURCES 1. land Use Element 2. Public Safety Element 3. Housing Element 4. Transportation Element 5. Environmental Resources 6, Appendix A- Hillside Development 7. land Use Map 8. Noise Element Amendment 9, City Ridgeline Policy 10. Constraint Maps B. CUPERTINO SOURCE DOCUMENTS 11. Tree Preservation ordinance 778 12, City Aerial Photography Maps 13. "Cupertino Chronicle" (California History Center, 1976) 14. Geological Report (site specific) 15. Parking Ordinance 1277 16. Zoning Map 17. Zoning Code/Specific Plan Documents 18. City Noise Ordinance 18b City of Cupertino Urban Runoff Pollution Prevention Plan C, CITY AGENCIES Site 19. Community Development Dept. List 20, Public Works Dept. 21. Parks & Recreation Department 22. Cupertino Water Utility D. OUTSIDE AGENCIES 23. County Planning Department 24. Adjacent Cities' Planning Departments 25. County Departmental of Environmental Health D. OUTSIDE AGENCIES (Continued) 26, Midpeninsula Regional Open Space District 27. County Parks and Recreation Department 28. Cupertino Sanitary District 29, Fremont Union High School District 30. Cupertino Union School District 31. Pacific Gas and Electric 32. Santa Clara County Fire Department 33. County Sheriff 34. CAl TRANS 35. County Transportation Agency 36. Santa Clara Valley Water District 36b Santa Clara Valley Urban Runoff Pollution Prevention Program 36c San Jose Water Company E. OUTSIDE AGENCY DOCUMENTS 37. BAAQMD Survey of Contaminant Excesses 38. FEMA Flood Maps/SCVWD Flood Maps 39. USDA, "Soils of Santa Clara County" 40. County Hazardous Waste Management Plan 41. County Heritage Resources Inventory 42. Santa Clara Valley Water District Fuel leak Site 43. CalEPA Hazardous Waste and Substances Site 43b National Pollutant Discharge Elimination System (NPDES) Municipal Stormwater Discharge Permit Issued to the City of Cupertino by the San Francisco Bay Regional Water Quality Control Board 43c Hydromodiflcation Plan F. OTHER SOURCES 44. Project Plan SetJAppilcation Materials 45. Field Reconnaissance 46. Experience w/project of similar scope/characteristics 47. ABAG Projection Series A. Complete all information requested on the Initial Study Cover page. LEAVE BLANK SPACES ONLY WHEN A SPECIFIC ITEM IS NOT APPLICABLE. B. Consult the Initial Study Source List; use the materials listed therein to complete, the checklist information in Categories A through O. C. You are encouraged to cite other relevant sources; if such sources are used, job in their title(s) in the "Source" column next to the question to which they relate. D. If you check any of the "YES" response to any questions, you must attach a sheet explaining the potential impact and suggest mitigation if needed. E. When explaining any yes response, label your answer clearly (Example "N - 3 Historical") Please try to respond concisely, and place as many explanatory responses as possible on each paQe. F. Upon completing the checklist, sign and date the Preparer's Affidavit. G. Please attach the foilowing materials before submitting the Initial Study to the City. ....Project Plan Set of legislative Document ....location map with site clearly marked (when applicable) BE SURE YOUR INITIAL STUDY SUBMITTAL IS COMPLETE - INCOMPLETE MATERIALS MAY CAUSE PROCESSING DELAY a-5r EVALUATION OF ENVIRONMENTAL IMPACTS: r-~'. ... .__~_,_____~~_..______~n________~ ---_._~- --- -----1 I ».... 0 i , C1: C; C'ë I ¡ _ C , -"'~ '" '" 0 '" "''''.... ~ I ¡ISSUES: .~ (,) .c o..c'- "- .1:(,)(,) .... ¡¡: :g 1-¡¡:....1;jo I-¡¡:'" o '" c ._ (/)'-'¡¡: CIa. (/)._ a. za. [and Supporting Information Sources] 111 C E en c ._... (/) C E E õ.2»- Q) C'J :!::: 0 111.~- ..I .- :æ (,) 0.1/) I/) C ..II/) II. AESTHETICS -- Would the project: , , I a) Have a substantial adverse effect on a 0 0 0' 0 scenic vista? [5.9.24.41.44] b) Substantially damage scenic resources. 0 0 0' 0 including, but not limited to. trees, rock outcroppings, and historic buildings within a state scenic highway? [5.9.11.24.34.41.44] c) Substantially degrade the existing visual 0 0 0' 0 character or quality of the site and its surroundings? [1.17.19.44] d) Create a new source of substantial light or 0 0 0' 0 glare, which would adversely affect day or nighttime views in the area? [1.16.44] II. AGRICULTURE RESOURCES: In determining whether impacts to agricultural resources are significant environmental effects, lead agencies may refer to the California Agricultural 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 0 0 0 0' 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? [5,7,39] b) Conflict with existing zoning for 0 0 0 0' agricultural use, or a Williamson Act contract? [5,7,23] - c) Involve other changes in the existing 0 0 0 0' environment which. due to their location or nature, could result in conversion of Farmland, to non-agricultural use? [5,7.39] ~-5Ö ,--~--~.".__.~------...,...__._-"._~------_. ,-- ! 0 ! >o- Ct: c; Ct; , _C CU I'll 0 CU ! ISSUES: -cu- CUCU_ 1) .!!! u u .cu..c·_~ ..cuU I -;¡::~ t-¡¡::.....1üo I-;¡::cu o CU C ._ U)'-'!i ClC. U)'- c. zc. I [and Supporting Information Sources] c C E cnC ._~ U) C E E õ.~- G.1 CD :t:: 0 c .2'- ...J'- :æ: u I D.II) II) C ...JII) I III. AIR QUALITY -- Where available, the I significance criteria established by the applicable air quality management or air , pollution control district may be relied upon to make the following determinations. Would the project: a) Conflict with or obstruct implementation of 0 0 0 ø the applicable air quality plan? [5,37,42,44] b) Violate any air quality standard or 0 0 ø 0 contribute substantially to an existing or projected air quality violation? [5,37,42,44] c) Result in a cumulatively considerable net 0 0 ø 0 increase of any criteria pollutant for which the project region is non-attainment under an applicable federal or state ambient air quality standard (including releasing emissions which exceed quantitative thresholds for ozone precursors)? [4,37,44] d) Expose sensitive receptors to substantial 0 0 ø 0 pollutant concentrations? [4,37,44] e) Create objectionable odors affecting a 0 ø 0 0 substantial number of people? [4,37,44] d-SC¡ ...---~~._.--- ._----~--'-- ---..'-- -------.--,-----".--- ._,---.~. o C'E C;i '" '" 0 '" .r:. CJ .r:. .- ... ....1;:...100 UI .- .;: CI a. Ih C .....-... Q)tÐ :=0 ..J .- :¡: C) IJ .5 I 1:)1 o '" Za. E i I ,I ¡ISSUES: [and Supporting Information Sources] I I »- _ C -"'- .!!! C) C) --=!!! C._ ... Q C E õ.~- Q.IJ c1;: "'",..., .cC)u 1--='" UI'- a. UI C E Q .2'- ..JIJ The neighbors have expressed concerns of the existing undesired odors permeating the I adjacent residential neighborhood from the hoods of existing and recently approved I restaurants in the Shopping Center. The neighbors are also concerned with the new restaurants that could potentially move in to the new tenant spaces being created thus I worsen the problem, Restaurant hood odors nonnally are not considered an environmental 'I issue. However, in response to the neighborhood, the Shopping Center management has elected to require the installation of smell abatement hood systems on all new restaurant tenants including but not limited to the following tenants: New Restaurants Wahoo Fish Taco Prima Taste Postiker King (new relocated space) As a mitigation measure of the project, a condition will require that all existing restaurants install smell abatement system to help reduce the amount of odor generated by the existing restaurant. Based on the information provided by the applicant, this condition would apply but not limited to the following existing restaurant tenants: Existina Restaurants Olarn Thai Cuisine J.T. McHart's Pizza RamenRamalRed Miso Elephant Bar (smell abatement system already ordered and being designed) IV. BIOLOGICAL RESOURCES -- Would the project: a) Have a substantial adverse effect, either 0 0 0 0 directly or through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or regulations, or by the California Department of Fish and Game or U.S. Fish and Wildlife Service? [5,10,27,44] b) Have a substantial adverse effect on any 0 0 0 0 riparian habitat or other sensitive natural community identified in local or regional plans, policies, regulations or by the California Department of Fish and Game or US Fish and Wildlife Service? [5,10,27,44] ;)_ (pO [----------------------------------- --,- I ».. 0 c.... _c C ë C:4: c -CO" CO CO 0 CO COCO.... t; .!!! u u ~o.c·-'" ..cuu I ISSUES: ....;;::g 1--;:...1;0 I- .- CO o CO c ._ I/)'-'i ClQ. cn~Q. zQ. [and Supporting Information Sources] .scE mC .-'- I/) C E E 0.21- Q)C) ::0 Q) .21- I D.I/) ...J'- :E U ...JI/) I/) C I c) Have a substantial adverse effect on 0 0 0 0' i federally protected wetlands as defined by Section 404 of the Clean Water Act I (including, but not limited to, marsh, vernal pool. coastal, etc.) through direct removal. I filling, hydrological interruption, or other means? [20,36,44] d) Interfere substantially with the movement 0 0 0 0' l of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery I sites? [5,10,12,21,26] e) Conflict with any local policies or 0 0' 0 0 ordinances protecting biological resources, such as a tree preservation policy or ordinance? [11,12,41] f) Conflict with the provisions of an adopted I Habitat Conservation Plan, Natural 0 0 0 0' Community Conservation Plan, or other approved local, regional, or state habitat conservation plan? [5,10,26,27] ~-lo I ..--~-'-'- i ! , I i ISSUES: i [and Sup I I 'There are approximately 132 trees that currently exist on the project site. 7 trees are proposed for removal as part of this project. In addition, according to the City Arborist, 8 additional trees will suffer severe root lost as result of the construction and would not I survive. As a condition, these trees must be replaced at a minimum 1 to 1 ratio. All of the trees removed as result of the project are not considered specimen or heritage trees according to the City's Tree Ordinance. The City Arborist provided specific tree preservation measure in his report dated October 26, 2005 that will be conditions of the project. Also as a condition of the project, the developerlowner is required to reconstruct the existing sidewalk along Stevens Creek Boulevard. The new sidewalk shall be above I existing grade and be designed to the satisfaction of the City Arborist prior to issuance of --------------.-------_... ..-- --', ;.,... C'" 0 cë i _ c C c .- I -III'" cans o1ã 111111'" Õ .!!! 0 0 .cu"c·-.... .coo , ... ¡¡: ~ 1-q::....1ão I-¡¡:III 0 III I c ._ "'-'¡: CIa. .,'_ a. z Co porting Information Sources] <licE me: .-.... ., c E E I õ.2»- Q)CD ::0 <II .21- 0...1/) ....1'- :¡¡ 0 ....II/) I I/) c building permits. The intent of this condition is so that sufficient room is given to the existing streeVsidewalk trees along the project frontage for future healthy growth and prevents any future uprooting of sidewalk. There were approximately 10 existing palm trees that lined up the original entry drive to the I center that apparently have been cut down over the recent years. According to neighbors, these palms existed prior to the development of the shopping center and offered much historic and visual value to the property. As a condition of the project, the applicant must replace the removed palms with new field grown palms to line up the new entry drive. There may be sections of the roof overhang of building A andlor sections of the existing pedestrian walk that will need to be cut back or modified to allow for sufficient room to plant some palms along the side of the building adjacent to the entrance drive. V. CULTURAL RESOURCES -- Would the project: a) Cause a substantial adverse change in 0 0 0 III the significance of a historical resource as defined in §15064.5? [5,13,41] b) Cause a substantial adverse change in 0 0 0 III the significance of an archaeological resource pursuant to §15064.5? [5,13,41] c) Directly or indirectly destroy a unique 0 0 0 III paleontological resource or site or unique geologic feature? [5,13,41] d) Disturb any human remains, including 0 0 0 III those interred outside of formal cemeteries? [1,5] VI. GEOLOGY AND SOILS - Would the project: a) Expose people or structures to potential I substantial adverse effects, including the risk of loss, injury, or death involving: L--, -- ¡) - (p ';)., .--~ --~-"-----,._~~.._-----~-~---- ---- .-- I I C _ 0 I >o- Ct: I _ C C C'- I I -<'11- I'GI'G o1ü <'11<'11- Õ i ISSUES: .!!! ... ... .co.c·-.... .<:...... -c¡:: 9 1-E¡:.....1üO 1-c¡::<'II o <'II C ._ II)'-'~ CIa. 11)'- a. za. [and Supporting Information Sources] GI C E fh C ._.... II) C E .5 I Õ .21- Q)C) .:!::o GI .!2I- D.II) ...J'- :æ;'" ...JII) ! II) C I) Rupture of a known earthquake fault, as 0 0 ø 0 delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the I I State Geologist for the area or based on , other substantial evidence of a known fault? Refer to Division of Mines and Geology Special Publication 42, [2,14,44] I ii) Strong seismic ground shaking? 0 0 ø 0 [2,5,10,44] iii) Seismic-related ground failure, including 0 0 ø 0 liquefaction? [2,5,10,39,44] iv) Landslides? [2,5,10,39,44] 0 0 ø 0 b) Result in substantial soil erosion or the 0 0 ø 0 loss of topsoil? [2,5,10,44] c) Be located on a geologic unit or soil that is 0 0 ø 0 unstable, or that would become unstable as a result of the project, and potentially result in on- or off-site landslide, lateral spreading, subsidence, liquefaction or collapse? [2,5,10,39] d) Be located on expansive soil, as defined 0 0 ø 0 in Table 18-1-B of the Uniform Building Code I (1997), creating substantial risks to life or , property? [2,5.10] e) Have soils incapable of adequately 0 0 ø 0 supporting the use of septic tanks or alternative waste water disposal systems where sewers are not available for the disposal of waste water? [6,9,36,39] VII. HAZARDS AND HAZARDOUS MATERIALS - Would the project: a) Create a significant hazard to the public or 0 0 ø 0 the environment through the routine transport, use, or disposal of hazardous materials? [32,40,42,43,44] b) Create a significant hazard to the public or 0 0 0 ø the environment through reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the environment? [32,40,42,43,44] ~-(PS r---..------'------------~-"--- . .----.--- .. ~~~ -~: I »- c- 0 cë I _ c c c .- I , -..- CUcu ortS ....t) t) i i .!!! 0 0 ..c:::: (.)..c::::'- ~ ..co I ISSUES: -¡¡:~ 1-&¡:....1ão I-¡¡:" o .. i , c ._ I/)'-'~ CIa. 1/)'- a. za. , I [and Supporting Informatio~ Sources] G> c E cnC ._~ I/) C E .ê I Õ .2J- a>CD ~o G>.!!I- I ...J'- :E 0 0.1/) I/) C ...JI/) I - -l r 0) Em;1 ha~",oo' ,m;,,"', "",,dI, D D D ø , hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of an existing or proposed school? [2,29,30,40,44] d) Be located on a site which is included on a D D D ø I list of hazardous materials sites compiled I pursuant to Government Code Section 65962.5 and, as a result, would it create a significant hazard to the public or the environment? [2.42,40,43] e) For a project located within an airport land D D D ø 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 I in a safety hazard for people residing or working in the project area? [ ] f) For a project within the vicinity of a private D D D ø airstrip, would the project result in a safety hazard for people residing or working in the project area? [ ] g) Impair implementation of or physically D D D ø interfere with an adopted emergency response plan or emergency evacuation plan? [2,32,33,44] h) Expose people or structures to a D D D ø significant risk of loss, injury or death involving wildland fires, including where wildlands are adjacent to urbanized areas or where residences are intermixed with wildlands?[1,2,44] VIII. HYDROLOGY AND WATER QUALITY -- Would the project: a) Violate any water quality standards or D D D ø waste discharge requirements? [20,36,37] Q~Ct4 I~----' .---------,_._~---~-~--------~------ - .-------- ~--~.n, , »- c'" 0 cë ì ; _c c c;; ! -I'll- I'll I'll 0 I'll 1'111'11- tí ! .!!! 0 0 .c u .-... ..cOO i i ISSUES: -¡¡:~ t-¡¡::S1úo I-¡¡:I'II o I'll C ._ (/)'-'§: CIC. (/) ._ c. zc. I ! [and Supporting Information Sources] GI c E , f/) C .-... (/) c E E , õ.~- CD C) :t::: 0 GI.5!I- ! ! Il.I/) ....1.- :E 0 ....II/) ¡ I/) c i ~- I , ! I b) Substantially deplete groundwater 0 0 0 ø I supplies or interfere substantially with I groundwater recharge such that there would I be a net deficit in aquifer volume or a I ; ¡lowering of the local groundwater table level I I (e.g., the production rate of pre-existing I nearby wells would drop to a level which would not support existing land uses I or planned uses for which permits have been granted)? [20,36,42] e) Create or contribute runoff water which 0 0 ø 0 would exceed the capacity of existing or planned stormwater drainage systems or provide substantial additional sources of polluted runoff? [20,36,42] f) Otherwise substantially degrade water 0 0 0 ø I quality? [20,36,37] g) Place housing within a 1 OO-year flood 0 0 0 ø hazard area as mapped on a federal Flood Hazard Boundary or Flood Insurance Rate Map or other flood hazard delineation map? [2,38] h) Place within a 1 OO-year flood hazard area 0 0 0 ø structures which would impede or redirect flood flows? [2,38] i) Expose people or structures to a significant 0 0 0 ø risk of loss, injury or death involving flooding, including flooding as a result of the failure of a levee or dam? [2,36,38] , j) Inundation by seiche, tsunami, or 0 0 0 ø i I mudflow? [2,36,38] IX. LAND USE AND PLANNING - Would I I the project: a) Physically divide an established 0 0 0 ø community? [7,12,22,41] b) Conflict with any applicable land use plan, 0 0 0 ø 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 ordinance) I adoDted for the Duroose of avoidinQ or I ;2-(05 -_._-_._._.,----~.._-~_.._---- --~,-----._--.,.-._-~ >,.... o I C'E c;; c.... _c c -"'õ '" '" 0 '" "''''.... Õ .!!! 0 .co.c·-'" .cOO ISSUES: ....;;::~ 1-c¡::.....1ûo ....;;:: '" o '" c ._ 1I)'-'§:ClCo (1)'- c. zc. [and Supporting Information Sources] CII C E rn C .-... II) C E .§ õ.~- QJCJ =0 CII.!:!I- -1'- ::æ 0 Q.", ", C -I", mitigating an environmental effect? I [1,7,8,16,17,18,44] c) Conflict with any applicable habitat 0 0 0 0 I I conservation plan or natural community I conservation plan? [1,5,6,9,26] I I X. MINERAL RESOURCES -- Would the i project: I a) Result in the loss of availability of a known 0 0 0 0 mineral resource that would be of value to I the region and the residents of the state? [5,10] i b) Result in the loss of availability of a 0 0 0 0 locaIlY-important mineral resource recovery site delineated on a local general plan, I specific plan or other land use plan? [5,10] I XI. NOISE .- Would the project result in: a) Exposure of persons to, or generation of, 0 0 0 0 noise levels in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies? [8,18,44] b) Exposure of persons to or generation of 0 0 0 0 I excessive ground borne vibration or I ground borne noise levels? [8,18,44] I c) A substantial permanent increase in 0 0 0 0 I ambient noise levels in the project vicinity I above levels existing without the project? 1[8,18] I d) A substantial temporary or periodic 0 0 0 0 I increase in ambient noise levels in the I project vicinity above levels existing without the project? [8,18,44] e) For a project located within an airport land 0 0 0 0 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? [8,18,44] L!lFor a project within the vicinitv of a private ---- a-(p(p r----..-~·-·--·~-·---·-·-------~-'-·---~--~--- ---~ --~'--" -, I 0 I :.,- C"E C; c'E , _ c i I -cu- CU CU 0 CU cucu_ - .!!! u u .cu.c·-", ..cuu u ¡ I ISSUES: -q::~ 1-¡¡::.....1ão I-q::cu o CU I c ._ (/)'-'¡: CIa. (/) ._ a. za. I [and Supporting Information Sources] G) C E f/) C .- ", (/) C E E I õ.!2"- a> I:Ð :t:::= 0 G) .21- ...1'- :¡¡ u I Dol/) I/) C ...II/) ! i r airstrip, would the project expose people D D D 0 I residing or working in the project area to I excessive noise levels? [8,18] ! XII. POPULATION AND HOUSING -- Would the project: a) Induce substantial population growth in an D D 0 D I area, either directly (for example, by proposing new homes and businesses) or indirectly (for example, through extension of roads or other infrastructure)? [3,16,47,44] b) Displace substantial numbers of existing D D D 0 housing, necessitating the construction of replacement housing elsewhere? [3,16,44] c) Displace substantial numbers of people, D D D 0 necessitating the construction of replacement housing elsewhere? [3,16,44] XIII. PUBLIC SERVICES a) Would the project 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 ratios, response times or other performance objectives for any of the public services: Fire protection? [19,32,44] D D 0 D Police protection? [33,44] D D 0 D Schools? [29,30,44] D D 0 D Parks? [5,17,19,21,26,27,44] D D 0 D Other public facilities? [19,20,44] D D 0 D XIV. RECREATION -- a) Would the project increase the use of D D 0 D I existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facility would occur or be accelerated? ;;;ì ~ (p 1- I--------~__·u_~'_'__________ »- c _ 0 c1: i _c c c;:; -01- 01 01 0 01 ftIftIti ti I .!!! 0 0 ...c u.c'- ... ~o I ISSUES: -I;:~ 1-q::...1ãO 1-1;:01 o 01 c._ .,.-'- CIa. ., ._ a. za. [and Supporting Information Sources] a> C E ., C ;:.-... ., C E E I õ.~- Q)CÐ :=0 a> .gI- I ....1.- :E 0 I 11. en en C ....I en , I ~- I [5,17,19,21,26,27,44] ¡ b) Does the project include recreational 0 0 0 '0 I facilities or require the construction or I expansion of recreational facilities which I might have an adverse physical effect on the I I environment? [5,44] I XV. TRANSPORTATION/TRAFFIC-- I Would the project: a) Cause an increase in traffic which is 0 0 0 0 Î substantial in relation to the existing traffic load and capacity of the street system (Le., result in a substantial increase in either the number of vehicle trips, the volume to I capacity ratio on roads, or congestion at intersections)? [4,20,35,44] b) Exceed, either individually or cumulatively, 0 0 0 0 a level of service standard established by the county congestion management agency for designated roads or highways? [4,20,44] c) Result in a change in air traffic patterns, 0 0 0 0 including either an increase in traffic levels or a change in location that results in substantial safety risks? [4,?] d) Substantially increase hazards due to a 0 0 0 0 design feature (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment)? [20,35,44] e) Result in inadequate emergency access? 0 0 0 0 i [2,19,32,33.44] I f) Result in inadequate parking capacity? 0 0 0 0 [17,44] g) Conflict with adopted policies, plans, or 0 0 0 0 programs supporting alternative transportation (e.g., bus turnouts, bicycle racks)? [4,34] ;;¿-(f)B ,--~-'-- I I I I ISSUES: ! [and Supporting Information Sources] i , i ¡ A traffic study was performed by Pang Engineers to evaluate the impact of the expansion project on I the surrounding traffic network. According to the study, the proposed expansion project is expected I to generate a net of approximately 29 daily vehicle trips, and 13 AM peak hour trips with 12 inbound and 1 outbound, and 15 PM peak hour trips with 4 inbound and 11 outbound, based on the Institute of Transportation Engineers (lTE) and San Diego Association of Governments (SANDAG) Trip Generation references. All positive net project trips are fewer than 100 during the AM and PM peak hours. Since the positive directional peak hour trips do not exceed the the 100 or more peak hour trip threshold, a Traffic Impact Analysis (TIA) report is not required, per VT A guidelines, for the expansion project. Thus, the project is considered to have an insignificant traffic impact with the trip generation estimate and analyses. However, there are operational deficiencies in the surrounding transportation network that the project will be required to correct as conditions ot the approval. ._----~---~-_.- »... _ c: -CU'" .~ U U .....t¡:ftS c: ._ CI> c: E õ.~- 0.1/) o C ë c:¡:; cu cu 0 cu ~ (,) .-... 1-\þ::51io ",'-'-010. '" c: 31: .- .. (þc» ;t::O ..1'- :E U I/) c: c:'" c: cucu.... .cuu I-¡¡:cu ",._ 0. '" c: E CI> .21- ..II/) ... u o cu zc. E A parking demand study was conducted for the proposed expansion project that concludes that the parking demand generated by the proposed expansion will exceed the number of spaces available on site. Either the expansion will need to be adjusted, or additional parking must be made available. The parking demand study indicates that the center as proposed will be deficient by 59 parking stalls. The applicarit has several options to rectify this problem. Option 1: The first option is to delete the second floor office spaces proposed. The proposed second floor office is approximately 15,870 square feet. The City requires 1 parking stall per each 285 square feet of office area. This would equate to approximately 56 stalls of parking demand. With an addition deletion of approximately 750 square feet of either existing or proposed commercial space parked at 1 stall per 250 square feet, the parking deficiency would be balanced. Please see the following chart: Re uired Parkin Parkin Stall Pro Deficienc Deletion of the Proposed Second Floor Office Space (15,870 sq. ft.) parked at 1 stall/285 sq. ft. Deletion of Approx. 750 sq. ft. of Commercial Space parked at 1 stall/250 sq. ft. Parkin Stalls 583 524 59 +56 (Demand Stalls) +3 (Demand Stalls) New Deficienc Option 2: The second option would require the applicant to delete portions the proposed second story office space (2,700 sq, ft.) and portions of the proposed ground floor commercial space (2,700 sq, ft.) equating to approximately 20 stalls of parking demand. In addition, applicant would have to reconfigure the deleted parking area and provide at least 39 new additional stalls in order to balance the parking deficiency. Please see the following chart: L--- I J ;>-0CJ ~--_._~---_._-_._-~.._.._------_..----- ---------~- -...-.- ~--~_.- ,---_._._--~-- ._-----~- ----~ , c<;: I , >t+' C+' 0 i _c c c; i -co+' COra ora tara+' +', I rauu ..cu .-... .coo 01 ! ISSUES: +::¡¡: ~ 1-¡¡::51ã 0 I-¡¡:CG oCG c._ U)'-jClCl. U).-CI. zCl. ! [and Supporting Information Sources] alcE U)C .-"- U)cE E Õ 0)_ Q) 0) :!::: 0 aI CI_ - ~ o..¡¡j ..J¡¡j::æg ..J¡¡j I I I Parking Stalls I I Required Parking Per Parking Demand Study 583 Parking Stall Proposed by the Project 524 Deficiency 59 Delete Approximately 2,700 sq. ft, of New +9 (Demand Stalls) Second Story Office Space Parked at 1 stall/285 sq. ft. Delete Approximately 2,700 sq. ft. ot New +11 (New Stalls) Ground Floor Commercial Space Parked at 1 stall/250 sq. ft. New Deficiency o (Balanced) Option 3: The third option requires the applicant to eliminate portions ot the existing commercial square footage by approximately 5,625 sq, ft. equating to approximately 23 stalls of parking demand, The area eliminated would then be reconfigured into the existing parking lot to create approximate 36 additional new stalls to balance the parking deficiency, Please see the following chart: Parking Stalls Required Parking Per Parking Demand Study 583 Parking Stall Proposed by the Project 524 Deficiency 59 Delete Approximately 5,625 sq. ft, of Existing +23 (Demand Stalls) Commercial Space Parked at 1 stall/250 sq. ft. Add 36 new stalls +36 (New Stalls) New Deficiency o (Balanced) As a condition of the project, the applicant shall work with City Staff to balance the parking deficiency prior to Use Permit, Architectural and Site and Zoning approvals. XVI. UTILITIES AND SERVICE SYSTEMS - Would the project: b) Require or result in the construction of 0 0 0 0 new water or wastewater treatment facilities or expansion of existing facilities, the construction of which could cause significant environmental effects? [36,22,28,36] ;;?-1D ¡----- ------------~---~--_._~--_.__._-------- _._--... 1 ! ».... 0 ¡ _c C'E c;: c't: I I -cu.... cu cu 0 cu CUcu'ti .... I .!!! u u J:u"c'-'" .cu u i ! ISSUES: ....O¡::~ 1-¡¡::~1ão ~o¡::cu o cu c ._ en '-'¡: ClQ. I/J'- C. zQ. I I [and Supporting Information Sources] GI c E I/J c ._.... en C E E õ.~- cuD) :!::O , ....I .- ::¡; U GI .21- I 0.1/) I/) C ....II/) I ; I oj Ro,,,re oc re,"';o fu. _truo6oo of D D 0 D I new storm water drainage facilities or expansion of existing facilities, the construction of which could cause significant environmental effects? [5,22,28,36,44] e) Result in a determination by the D D 0 D 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? [5,22,28,36,44] f) Be served by a landfill with sufficient D D 0 D permitted capacity to accommodate the project's solid waste disposal needs? [?] g) Comply with federal, state, and local D D 0 D statutes and regulations related to solid waste? [?] ;>- 1- I I a) Does the project have the potential to D D ø D I 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 Califomia history or prehistory? [] b) Does the project have impacts that are D ø D D 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 the effects of probable future projects)? [] c) Does the project have environmental D D ø D effects which will cause substantial adverse effects on human beings, either directly or indirectly? [] I hereby certify that the information provided in this Initial Study is true and correct to the best of my knowledge and belief; I certify that I have used proper diligence in responding accurately to all questions herein, and have consulted appropriate source references when necessary to ensure full and complete disclosure of relevant environmental data. I hereby acknowledge than any substantial errors dated within this Initial Study may cause delay or discontinuance of related project review procedures, and hereby agree to hold harmless the City of Cupertino, its staff and authorized agents, from the consequences of such delay or discontinuance. Preparer's Signature Print Preparer's Name ;?-'t;;G ENVIRONMENTAL EVALUATION (To be Completed by City Staff) ~ 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, 0 Aesthetics 0 Agriculture Resources 0 Air Quality 0 Biological Resources 0 Cultural Resources 0 Geology ISoils 0 Hazards & Hazardous 0 Hydrology I Water 0 Land Use I Planning Materials Quality 0 Mineral Resources 0 Noise 0 Population I Housing 0 Public Services 0 Recreation . 0 Transportation/Traffic 0 Utilities I Service 0 Mandatory Findings of Systems Significance DETERMINATION: On the basis of this initial evaluation the Environmental Review Committee (ERC) finds that: 0 The proposed project COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared. 0 Although the proposed project could have a significant effect on the environment, there will not be a significant effect in this case because revisions in the project have been made by or agreed to by the project proponent. A MITIGATED NEGATIVE DECLARATION will be prepared. 0 The proposed project MAY have a significant effect on the environment, and an ENVIRONMENTAL IMPACT REPORT is required. 0 The proposed project MAY have a "potentially significant impact" or "potentially significant unless mitigated" impact on the environment, but at least one effect 1) has been adequately analyzed in an earlier document pursuant to applicable legal standards, and 2) has been addressed by mitigation measures based on the earlier analysis as described on attached sheets. An ENVIRONMENTAL IMPACT REPORT is required, but it must analyze only the effects that remain to be addressed. 0 Although the proposed project could have a significant effect on the environment, because all potentially significant effects (a) have been analyzed adequately in an earlier EIR or NEGATIVE DECLARATION pursuant to applicable standards, and (b) have been avoided or mitigated pursuant to that earlier EIR or NEGATIVE DECLARATION, including revisions or mitigation measures that are imposed upon the proposed project, nothing further is required. Staff Evaluator Date ERC Chairperson Date J. -1~ USE PERMIT & ASA SUBMITTAL MARKETPLACE SHOPPING CENTER Stevens Creek Boulevard Cup e r tin 0, C a I i for n i a Res u b m t: Dee e m b e r 1 3, 2 0 0 5 EB not to scale Bet'klnariPi ~ '0" :¡¡ - ¡; AUburn Or ~ , . o CD S? ... ~ Z 00 Z :It "t 2.0 0 g !( co ,i- i C:. - -< C) - os:. )I> = g.. ... r ~ ~ » f: .::. ~ p<>~! ht); '" ,:~, . '" ê ~ '" '" g. :!? ., ."._ ens Creek 6lvd rtln~a Ct '~_."., """"""""';' .- Portal - ...,. M~Øo pi .- ÞRiChwoOd r"\...,_1i c.ra~t Or Bixb ,wr... ' Ptc:~ Ave.'-'" 'I ' t '~ Sorenson Ave .-. '~ ' . ,. PROJECT SITE )µ VICINI1Y MAP rz '" i" ; < 1; . 25% PROJECT DESCRIPTION PROJECT CALLS fOR THE CONSTRùCTlOfrOI .Y BUilDING, WHICH WILL REQUIRE THE (E) BANK BUILDING IN THE NORTH-EAST CORNER "HE PROJECT Will ALSO INClUDE THE S 19640 OF THE EXISTING COMMERCIAL BUILDING, EW OFF-STREET PARKING IN THE ADJACENT AREA GROSS SQUARE FOOTAGE 73,018SF 24,461 SF 9. 947 SF SHEET INDEX COVER SHEET SITE PLAN GROUND FlOOR PLAN· BUILDING C SECOND FLOOR PLAN· BUILDING C ROOF PlAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS BUILDING SECTIONS DAYTIME PROJECT INFORMATION 9.9 ACRES (431, 494 SF) 9.9 ACRES (431, 494 SF) 2 STORY STRUCTURE 107,043 SF 431,494 SF PROJECT INFORMATION BUILDING CODE SEISMIC ZONE: CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING HEIGHT: USE: ZONING DESIGNATION: CODE EDITION : BUILDING AREA GROSS SITE AREA: NET SITE AREA: NO. OF STORIES: FLOOR AREA RATIO: GBA GROSS SITE AREA BUILDING COVERAGE: BLDG. FOOTPRINT GROSS SITE AREA TOTAL BUILDING AREA (E) BUILDING AREA SHOPPING CENTER BUILDING A BUILDING B P$QRQSE!;UIUILQI.N " v BUILDING C ~ DEMOLITION SHOPPING CENTER (E) BANK BUILDING - ~ PARKING SPACE PROVISION 4 TYPE VoN "'MAX. -po·PlANl CALIFORNIA BUILDING CODE 2001 EDITION (2000 UBC WITH2OC1 CAlIFORNIA TITLE 24) CURRENTLY ADOPTED NEC, UMC, UPC, UFC PROJECT DIRECTORY KCR DEVELOPMENT 19770 STEVENS CREEK BLVD. CUPERTINO, CA 95014 TEL:408.343.1088 ARCHITECT Y. H. LEE ASSOCIATES 36313TH STREET OAKlAND. CA 94612 TEL: 510.636.6681 OWNER/DEVELOPER CIVIL ENGINEER/CONSULTANT LEA & SUNG ENGINEERING, INC. 2495 INDUSTRIAL PARKWAY WEST HAYWARD, CA 94545 TEL: 510.667.4066 TO.O A1.0 A1.1 A12 A1.3 AU A1.4a A1.5 AR' KEY NOTES 1.JI:1 1 YO s:.. THE FOllOWING NOTES APPLY TO THIS SHEET ..". ,..Au..',"" ONLY ..,,__ _CA1oIð12 PROJECT SCOPE ........1$10)....- '..IS'O)""- 1. NOT USED "'.""..._....D OMI.CA85S" _(530)'_ GC '. ~>~ TWO STORIES - 39,670 SF 3. (E) BANK BUILDING TO BE DEMOliSHED. (5,174 SF) 4. (E) 19640 MARKETPLACE CENTER ~ ,. (E) CURB 6. NOT USED 1 7. MODIFICATIONS TO (E) PARKING LOT ~ NOT WITHIN PROJECT SCOPE a, (E) BUILDING A 9. (E) BUilDING B 10. (E) SHOPPING CENTER 'E co co > .- '" C - ~ õg IDm -æÜ ~ Ö U.6 ",1:: c '" ",e. > :0 2Ü CI) """"- 3IIIu..IIIIt_.s_ I- Z W o::::æ We.. 1-0 Z..J Ww 0> WW 0° :3~ e....J I-~ W- ~O 0:::0::: ~W :æ:æ :æ o o SITE PLAN __n "-" ~ M~~ ~ USE PERMIT & ASA <SSLMNCEo.o.TE 200 06-03-2005 -- A1.0 120 IN FEET eo " 40 o N EB ++ ++ ...1 ÏJ / -J , . /): ~// // -;/ I ~ -Q--- I :;.r : ~~r~~ =- ,J.~ç DOCJ[]ODDD[;J - 1" SITE PLAN ! ì ¡ i ! I ! ¡ ¡ i ¡ ,.~.~~~ 3&3''''_ _c.<...12 _"'0)- "- IS,Oj_ I721'DoII\Io_._~ ~CJ\"'1I _I_1!&<_ ,. t5>01'........ I- Z w o::::æ WI1. 1-0 'E Z..J to to Ww > .- '" c: 0> "5g WW O· ccÏii 0° -"'ü «W '" '" - ..Jo::: _ 0 U .5 11...J u>t: 1-« c: '" '" Q. 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