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PC Summary 01-08-2013 City of Cupertino 10300 Torre Avenue Cupertino, CA 95014 (408) 777-3308 C U P E RT I N O FAX (408) 777-3333 Community Development Department To: Mayor and City Council Members From: Aarti Shrivastava, Community Development Director Date: January 9, 2013 Subj: REPORT OF PLANNING COMMISSION DECISIONS MADE January 8,2013 Chapter 19.32 of the Cupertino Municipal code provides for appeal of decisions made by the Planning Commission 1. A�vlication DP-2012-05, ASA-2012-13, TR-2012-41 (EA-2012-09), Borelli Investments (Saich Way Station), 20803 Stevens Creek Blvd and 10033-10095 Saich Way Development Permit to allow the demolition of 11,610 square feet of existing commercial space and the construction of 15,377 square feet of new commercial space consisting of two new commercial building pads, 7,000 square feet and 8,377 square feet respectively; Architectural and Site Approval Permit to allow the demolition of 11,610 square feet of existing commercial space and the construction of 15,377 square feet of new commercial space consisting of two new commercial building pads and associated site improvements; Tree Removal Permit to allow the removal and replacement of 13 trees in conjunction with a proposed development project. Action The Planning Commission approved the application on a 4-1-0 vote. Enclosures: Planning Commission Report January 8, 2013 Planning Commission Resolution(s) 6714, 6715 and 6716 Approved Plan Set g:planning/Post Hearing/sttmmary to cc010813 COMMUNITY DEVELOPMENT DEPARTMENT PLANNING DIVISION CITY HALL 10300 TORRE AVENUE•CUPERTINO, CA 95014-3255 (408)777-3308• FAX(408)777-3333 CUPERTINO PLANNING COMMISSION STAFF REPORT Agenda Item No. �- Agenda Date: , anuarv 8, 2013 Applications: DP-2012-05, ASA-2012-13, EXC-2012-02 (NOT REQUIRED), TR-2012-41 Applicant: Tom Purtell, Borelli Investment Company (Diana Taylor) Location: 20803 Stevens Creek Boulevard and 10033-10095 Saich Way (APNs 326-32- 042 and 326-32-041, respectively) APPLICATION SUMMARY: 1. Development Permit (DP-2012-05) to allow the demolition of 11,610 square feet of existing commercial space and the construction of 15,377 square feet of new commercial space consisting of two new commercial building pads, 7,000 square feet and 8,377 square feet respectively. 2. Architectural and Site Approval application (ASA-2012-13) to allow the demolition of 11,610 square feet of existing commercial space and the construction of 15,377 square feet of new commercial space consisting of two new commercial building pads and associated site improvements. 3. Exception to the Heart of the City Specific Plan (EXC-2012-02) to allow a reduced street side setback for two new commercial building pads, where a 35 foot setback (from the edge of the curb) is required. NOT REQUIRED- SEE DISCUSSION BELOW 4. Tree Removal Permit (TR-2012-41) to allow the removal and replacement of 13 trees in conjunction with a proposed development project. RECOMMENDATION: Staff recommends that the Planning Commission approve the following: 1. Mitigated Negative Declaration (EA-2012-06); 2. Development Permit (DP-2012-05); 3. Architectural and Site Approval (ASA-2012-13); 4. Exception to the Heart of the City Specific Plan (EXC-2012-02) (NOT REQUIRED); and 5. Tree Removal Permit (TR-2012-41) in accordance with the model resolutions. DP-2012-05,EXC-2012-02, Saich Way Station January 8,2013 ASA-2012-13,TR-2012-41 PROJECT DATA: General Plan Designation Commercial/Office/Residential Specific Plan Heart of the Ci (Crossroads Area) Zoning Designation P (CG, Res)-Planned Development with General Commercial and Residential intent Environmental Mitigated Negative Declaration (EA-2012-09) Assessment Lot Size (2 parcels) 56,196 s uare feet (1.29 acres) Lot Width 112.6 feet Existing building area (to 11,610 s.f. (Bombay Oven building- 2,850 s.f., Vacant building- be demolished) 8,760 s.f) Proposed Building 1 7,000 s.f. Proposed Building 2 8,377 s.f. Total proposed building 15,377 s.f. (3,767 s.f. net new) area Required/Allowed Proposed Building 1 Setback Front: 35 feet from edge of Front: 35 feet (meets requirement curb along Stevens Creek Boulevard) Street Side: 35 feet from edge Street Side: 14 feet of curb Interior Side: 30 feet Interior Side: 14.5 feet (based Rear: 355 feet Building 2 Setback on 1/z the height of the Front: 247 feet (meets requirement buildings) along Stevens Creek Boulevard) Rear: 20 feet Street Side: 12 feet Interior Side: 62 feet Rear: 70 feet Building 1 Height 45 feet 27 feet Building 2 Height 29 feet Project Auto Parking 80 onsite stalls, based on a 80 onsite stalls rate of 1/250 s.f. of retail 16 on-street diagonal stalls space (44 stalls); and 1/4 and 96 spaces total 1/3 seats plus 1/employee of restaurant/food use space (36 stalls). A total of 4,377 s.f. or 28% food use space is ro osed Project Bicycle Parking 4 Class II 10 Class II DP-2012-05, EXC-2012-02, Saich Way Station January 8,2013 ASA-2012-13,TR-2012-41 __ � ''�+''��.y ♦°rM°°��. ,,��. .�.� �..�s a�,�,..,, ,�t < '� �a �'`e��"a.�� '",�'�, � '� `� s'� BACKGROUND: � � ��"� � �.�� ,�� , �� ,�,�,� � � ��a ::g� �� .��'�►' $�"y��K ��1 r,^w��,. ,� "4�� °�I�" "„, '+�l�"'l i�'�"�� '° ' )y� "��' . . � r • ��F.�rM`'" w.t�at:�'atM)_,'r- .......• " � � �� ..� .. . m " p r : �. �' ,^ �'`""r� , +�� s�, � °---^'�'�'� ° . , � Existing Site and Surroundings �--�.-�" "�`�.� ��.,r � � n.��- � �� - � � , �' ' �� , . � .. �. ,� �.� , - - ► ;1° .& c�.�� , The project site is situated on � �'° � � � 5� - � . � � �.. � �� ,�� ., � �.�� ; � � �`` �. ' � ,.,.. '� "� � ,-..� '� r � � � -,, ' Target . � two narrow parcels located at .� �� .�Qt,..�.,��.., "� "'r,�°. � .� q �` �,±;`:Y �� °� r� � � � � . � � � �` ° ' � the northwest corner of x �;,,�� ` � ,. � . vw_� , . ; � x: "e�-��-�rf� 5te�-ens c=.reek �� '�� . ��E� ^�� .� �� r �, ��,. ,� � � Stevens Creek Boulevard and � . ,�i, °��'. -. � c>ff��c'enter a� _�� ' m. �-z� a. .. : � .:� � �� , , , �. . � :� Saich Wa . The site is � . �' � ' ��" � ° ' � �` ��.�� ,� � �� . e. Y ��"a""'� � ti1'hole , �""��. � ,� n � ,r� � 4, � � f, : �� currently developed with a �;a�� '��" Foads � � �'� "��"�;'�> ,` � �° V� � =� ; a �;� � �: �� '��` '�� "` � ___. Peet ti/ ,� �, '�, '� ,� � . � �, � � � A . . . �. .__ . 2,850 square foot full-service ` � �: _t.;� �, � r.��Y.� �� , �` ��`�� ° � y �� v .� , . �. :; ., �� .,�„��_ _ � �� a, �� .�� ,� r, ;- '�I�. �aww ar a . . ,.P+S ,y,.., �� .;�;,,,.,, " r �0"�M"�'" s �w�+. . restaurant (Bombay Oven) �� r � � �� `�`� . _ .�,,,: �a ,,,,. � � g ,y'"�'�'�''.�+r�,.. , . ;w. °''' .�..{..: �:a+r �`w' _-. xcwr.... w w, . t M+k, . �y ,��' �p ��y: ;�rs�^�.,�?ar, '� "�m��a .w:. . ,w +" '' «w ", . � : .; '�»�°p ..� and an 8,760 square f oot �,,��,�._� �. �� -�� , � .,�� =�� = - +�'� �� ,,,� �= . � �"�`�"°�r� �, ��M . �°—.-�—�--"—��"...., ' �,: �* � �j .-rr.�; �T� �.�;� vacant commercial building ` _ •• _ � � - , � ' ��`°' ,�� „� ` �.��°;,�� ,T = .., , � �,�:.,,��, '�� ,.M.a_..,..�� ,,,�.,� �s� '{t y� j"'�wR'1 � 3IiIt� ��Co �. >��i � which was destroyed by a �-� � : '� _� E � '��' �� "� � "�'�^� ,,�,_ u�t.�. _ � ` ; � r:,,..,. ..�,� .. ` ., `.�-��K� _ � fire in 2008. The site was � �=��---! � �� Staples "' " � �� ' � Uivan �* ��1 �� originally developed in the �"� TM°=�� <='lll,��ll k'"� �''�a��" �y��";�i'' �; .� � „ _ . ,��, w ,��,*�?�,�� .rossroads Sh . ,��, r c�� opputg Cente late 1960s, and has been �`' � ` ��,,��.� �� `�,��. �- — _ � ,� . ._ �. �!. --__„-i..-�. � �. .�'<��, . �.._ w.. --�.�.. � � .... historically used for Vicinity Aerial commercial purposes. The site topography is relatively flat, and is approximately two feet lower in elevation than the adjoining commercial and office parcels to the west currently occupied by Peet's Coffee, Panera Bread, and the Stevens Creek Office Center. Adjacent and across the street land uses include a commercial day care/preschool to the north; the Target commercial shopping center across Saich Way to the east; commercial food use and office uses to the west; and a commercial shopping center and restaurants across Stevens Creek Boulevard to the south. DISCUSSION: New Buildings The applicant, Tom Purtell, of Borelli Investment Company, representing the property owner, Diana Taylor, is proposing to demolish the two existing buildings and improvements on the site and construct two core and shell commercial buildings (Building 1 - 7,000 square feet and Building 2 - 8,377 square feet) and associated improvements along both the Stevens Creek Boulevard and Saich Way street frontage. The project proposes a net gain of 3,767 square feet to the site and will leave a balance of 133,402 square feet in the Heart of the City General Plan Development Allocation. The proposed setback along Stevens Creek Boulevard maintains the required 35-foot curb setback. Site and Off-Site Improvements Site and off-site improvements proposed are summarized as follows: DP-2012-05,EXC-2012-02, Saich Way Station January 8,2013 ASA-2012-13,TR-2012-41 • New pedestrian crosswalks at the Saich and Stevens Creek and Saich and Alves intersections • Re-grading the site in order to accommodate a shared driveway and reciprocal access between the site and the adjoining commercial development to the west (currently occupied by Panera Bread and Peet's Coffee) • Public sidewalk, landscaping, tree, and street furniture enhancements along the street frontage, consistent with the Heart of City Specific Plan and similar to other recent developments in the Crossroads area • New parking lot designed to maximize parking capacity and to enhance efficiency, landscaping, onsite permeability, stormwater treatment facilities, and pedestrian safety. • New bicycle parking facilities • New trash enclosures for each building • Outdoor seating areas • New pedestrian-scale lighting along walkways, building lights, and parking lot lighting throughout the project site • New diagonal parking with associated curb planters along the west side of Saich Way, while maintaining two-way street access (the applicant also presents an option with parallel parking along Saich Way) • Relocation of the existing VTA bus stop on the east side of Saich Way approximately 100 feet to the north to accommodate the new diagonal parking Architectural Review The applicant has designed both buildings to reflect more modern forms and building materials with wide storefronts and warm colors, similar to the recently constructed Islands Restaurant across Stevens Creek Boulevard. The buildings were designed with the concept of activating the street frontages along Stevens Creek Boulevard and Saich Way. As such, the buildings feature entries on the street side, making convenient entry possible for pedestrians along the sidewalk. The sidewalk frontages include urban streetscape elements, such as pavers, tree grates, benches, and other street furniture. The buildings also pay attention to human-scale features such as lower metal awnings and canopies, large window openings along the sidewalk, and pedestrian- friendly entries. The height and massing of the buildings are compatible with the adjacent and surrounding developments. The City's Architectural Consultant has reviewed both buildings and supports the design. The applicant has worked with staff to incorporate all of the comments from the architectural consultant. Heart of the City Street Side Setback Exception After further review and consideration of the Heart of the City Specific Plan (HOC), staff has determined that an exception is not required for the proposed building setback along Saich Way. According HOC Section 1.01.030(B)(1) & 1.01.040(D)(1), the required building setback along the Stevens Creek Boulevard frontage is 35 feet (measured from the curb), which consists of a 26 foot Boulevard Landscape Easement and a 9 foot building setback from the back of the DP-2012-05, EXC-2012-02, Saich Way Station January 8,2013 ASA-2012-13,TR-2012-41 Boulevard Landscape Easement. Since the boulevard landscape easement only applies to the Stevens Creek frontage, any non-Stevens Creek frontage only requires a minimum building setback of 9 feet. The project proposes a minimum building setback of 12 feet, which conforms to the HOC standard. Parking and Street Improvements The project satisfies the City's parking requirements onsite (80 required, 80 proposed). The intended tenants of the buildings are retail/general commercial uses and two eating establishments. A condition of approval is added to restrict the future uses to what is currently proposed, unless a parking study is submitted at the applicant's expense demonstrating adequate parking supply. There is an existing reciprocal access easement granted by the adjacent owner to the west as part of the development of the Peet's/Panera building. The easement does not allow shared parking, and the applicant will not be required to record a shared parking agreement due to providing the code-required parking supply onsite. Sixteen surplus on-street diagonal public parking stalls are proposed on the west side of Saich Way near Building 2. The proposed diagonal stalls provide overflow parking opportunities to support the adjoining retail uses by providing easily accessible "teaser" parking, and reduce the vehicle travel speeds by narrowing Saich Way. The diagonal stalls also provide opportunities to add landscaping islands to enhance visual aesthetics of the street frontage. The proposed diagonal parking arrangement requires the following modifications to Saich Way: • Extension of existing curb lines to buffer the stalls from oncoming traffic; • Relocation of the existing bus stop along the east side of Saich Way approximately 100 feet to the north on Saich to conform to the Santa Clara Valley Transportation Authority (VTA) requirements; • Prohibit public street parking along the entire east side of Saich Way to allow adequate and safe vehicle turning radii and two-way access. This would also alleviate the existing issues of large commercial trucks parking along the east side of Saich Way creating undesirable vehicular and pedestrian safety concerns. Parallel parking may remain on the west side of Saich along the existing day care site at 10115 Saich Way. The City's Public Works Department has reviewed and supports the proposed diagonal parking and conceptual street striping plan. The VTA also reviewed the proposed bus stop relocation and modified streetscape and confirmed that it will meet their standards. The final bus stop design will be reviewed by the City and VTA prior to issuance of building permits. The applicant has also submitted an alternate public street parking scheme with 10 parallel parking spaces along the west side of Saich Way instead of the 16 diagonal stalls in the event that the Planning Commission wishes to consider the parallel option. The applicant and staff prefer the diagonal parking option. DP-2012-05,EXC-2012-02, Saich Way Station January 8,2013 ASA-2012-13,TR-2012-41 Traffic The net increase in building square footage will generate additional traffic, but not to a significant degree. The City's transportation consultant conducted a trip generation analysis based on the existing and proposed uses, applying the most conservative retail and restaurant use codes per the ITE (Institute of Transportation Engineers) Trip Generation manual (See Attachment 4). The net increase in AM peak hour is expected to be 55 trips split 60/40 in and out of the site, and 46 more PM peak hour trips split 50/50 in and out of the site. Signalized intersections at Saich Way and Stevens Creek Boulevard and Stelling Road and Stevens Creek Boulevard are currently operating at level of service (LOS) D or better. The increment of new trips is expected to have a less than significant impact on these intersections. Moreover, a comprehensive Transportation Impact Analysis (TIA) is not required per VTA TIA Guidelines since the project is estimated to generate less than 100 net new peak hour trips in the morning or afternoon peak hour. Circulation, Queuing, and Safety The City's traffic consultant reviewed the proposed project's traffic circulation, queuing, and safety, and no significant project impacts were identified (See Attachment 4). In order to ensure efficient circulation, the consultant recommends to schedule truck deliveries and pick-ups outside of peak parking demand hours in order to avoid parking impacts and blocking portions of the one-way aisle on the west side of Building 2. The City Traffic Engineer supports the currently proposed width of 24 feet for the existing driveway on Stevens Creek proposed for two-way conversion. The City's traffic consultant recommends that landscaping at the tee junction of the new Stevens Creek two-way driveway with the Peet's/Panera parking lot aisle be kept to a minimum, and that stop bars be provided. The proposed plans address the consultant's other recommendations, and the project will be required to submit a final circulation and safety plan prior to issuance of building permits. Tree Removals, Replacements, and Protection The project proposes to remove all 13 existing trees onsite (5- Grecian Laurel, 3- Southern Magnolia, 2- Coast Live Oak, and 1- Evergreen Pear), including two street trees (1- Narrow Leaf Black Peppermint and 1- Mexican Fan Palm), in order to facilitate the proposed buildings and site improvements. It should be noted that none of the trees removed are specimen trees, as they are either are smaller than 10 inches in diameter or not on the City's protected species list. The City's Consulting Arborist reviewed and concurred with the project's removal request (see Attachment 5). In order to mitigate the trees being removed, the project proposes to plant 64 low and medium water use 24-inch box trees (including, but not limited to Brisbane Box, Crape Myrtle, Flowering Pear, and Scarlet Oak) in the parking lot and street frontage, consistent with the replacement DP-2012-05, EXC-2012-02, Saich Way Station January 8,2013 ASA-2012-13,TR-2012-41 requirements of the Protected Tree Ordinance and landscape design concept of the Heart of the City Specific Plan. Staff supports the tree removals since they allow for a safer, more efficient pedestrian and vehicle circulation system. Further, the proposed replacement trees will visually enhance the site. The final location and species of the tree replacements will be reviewed by staff in conjunction with the building permit review. A condition of approval requires the applicant to retain the City's Consulting Arborist to review all construction permit drawings and details to more accurately assess the potential impacts to the neighboring Redwood trees to the west and the Coast Live Oak tree to the northeast, all of which are proposed to be saved. The project is required to fulfill the recommendations contained in the arborist report in order to protect and increase the longevity of the trees to be retained. The applicant is also required to retain the arborist to confirm the health of the neighboring trees and take corrective measures, if necessary, following construction. Signage The applicant has provided conceptual designs for exterior signage, most notably a ground sign on Stevens Creek Boulevard, which is not a part of these applications. The City's Sign Ordinance allows a ground sign on Stevens Creek, since there is at least 100 linear feet of street frontage. However, staff does not support the ground sign design in the currently proposed location since it would block the visibility to the primary street frontage retail and potentially disrupt the pedestrian experience. A separate application for review and approval of a sign program and signage will be required for the project as a condition of approval. Housing Element Site The City updated the General Plan Housing Element in 2010, which included the project site as a potential opportunity site for residential housing. The site was selected due to its central location in the Heart of the City district, community support for housing, and potential for redevelopment. The site is currently zoned to accommodate commercial and/or residential uses. The redevelopment of this site to maintain its commercial use is permitted and consistent with the Housing Element in that it does not prevent the property owner from considering future residential redevelopment. KEY CONDITIONS OF APPROVAL Lot Mergers In accordance with City policy, the property owner will be required to merge the two parcels onsite into one. Food Use Restriction In order to limit potential parking impacts, food uses and restaurants are limited to the two spaces currently shown on the plans (28% of the total building area), unless it can be DP-2012-05, EXC-2012-02, Saich Way Station January 8,2013 ASA-2012-13,TR-2012-41 demonstrated through a parking study that the parking supply is adequate. Shared Access Driveway The applicant shall memorialize the new two-way access on the driveway between the site and the Peet's/Panera site via a reciprocal ingress/egress access easement. ENVIRONMENTAL ASSESSMENT On December 6, 2012, the Environmental Review Committee recommended a Mitigated Negative Declaration (EA-2012-09, see Attachment 6) for the project per the California Environmental Quality Act (CEQA). The project includes the following mitigation measures to reduce the potential environmental impacts of the project to less than significant levels: • Objectionable Odors: Condition of Approval requirement for restaurant odor abatement systems if odors become a nuisance to nearby receptors. • Biological Resources: Tree replacements required by the City's Protected Tree Ordinance. • Geology and Soils: Design-level geotechnical investigation shall be provided to the satisfaction of the City Building Official. • Hazards and Hazardous Materials: Abatement of asbestos-containing building materials prior to demolition. • Water Quality and Runoff: Implementation of storm water best management practices (BMPs); construction of parking lot bio-swales; drainage provided to the satisfaction of the City Engineer. • Temporary Noise Levels: Construction and deliveries shall comply with the City's Noise Ordinance and standard noise mitigation measures. OTHER DEPARTMENT/AGENCY REVIEW The City's Public Works Department, Building Division, the Santa Clara County Fire Department, the Cupertino Sanitary District, PG&E, Cal Water, and the VTA reviewed the project and have no objections. Their pre-hearing comments have been incorporated as conditions of approval in the draft resolutions. PUBLIC NOTICING & OUTREACH The following table is a brief summary of the noticing done for this project: Notice of Public Hearing, Site Notice & Agenda Legal Ad • Site Signage • Posted on the City's official notice (14 days prior to the hearing) bulletin board (one week prior to the • Legal ad placed in newspaper hearing) (at least 10 days prior to the hearing) • Posted on the City of Cupertino's • 7 notices mailed to ro er owners Web site (one week prior to the DP-2012-05, EXC-2012-02, Saich Way Station January 8,2013 ASA-2012-13,TR-2012-41 adjacent to the project site (300 foot) hearing) (10 days prior to the hearing) Neighborhood Meeting On December 5, 2012 the applicant voluntarily mailed out notices to property owners within 500 feet of the project, inviting them to attend a neighborhood meeting to discuss the project with neighboring stakeholders (see Attachment 7). On December 19, 2012, the applicant hosted the neighborhood meeting at the Quinlan Community Center. The applicant, the applicant's design and consulting team, the property owner, and a Planning Division representative attended the meeting. No other persons attended the meeting. Neighboring Property Owner Comments Two neighboring property owners provided comments on the project (see Attachment 8). Their comments are summarized below with staff responses in italics: Pro�ert� owner to the west • The buildout seems dense, and the building design does not appear to be consistent with surrounding projects. Floor area ratio is not limited in planned development zones, provided that it is generally consistent with surrounding developments and does not exceed the available commercial allocation in their respective geographic planning area. The parking supply provided adequately serves intensity of the uses proposed, and no significant traffic impacts are anticipated. There is an eclectic palette of architectural designs throughout the Crossroads area. The City promotes diverse architectural styles in order to create an organic and varied urban form. However, the pedestrian amenities and streetscape program in the Crossroads area are intended to be consistent. The project is consistent with the existing Crossroads streetscape pattern. Moreover, the project is designed to be compatible in scale and mass of surrounding developments in the Crossroads area, and the overall building height is relatively comparable to the Peet's/Panera building. The building along Stevens Creek Boulevard is located at the required 35 foot setback, and is setback about 5 feet further than the corner of the Peet's/Panera building. • The parking spaces on the west side of Building 1 create a conflict with traffic entering and exiting the site at the proposed two-way reciprocal driveway. The City Traffic Engineer does not have any concerns with this particular area. Moreover, the proposed driveway width is consistent with the City's standards and minimizes disruption of pedestrian activity along Stevens Creek. • Existing tenants have already expressed concerns about parking, and are concerned that users of the proposed project will take up prime parking on their site. Given that the project supplies the code-required parking supply, in theory there should not be a need for users of the project site to park on the site to the west. It is acknowledged that there may be DP-2012-05, EXC-2012-02, Saich Way Station January 8,2013 ASA-2012-13,TR-2012-41 overflow during peak business times, but the project parking supply and new shared access driveway is actually anticipated to benefit the property to the west, due to increased cross-access shopping opportunities and enhanced circulation between the sites. The shared access driveway will eliminate the need for vehicles to merge onto Stevens Creek in order to access both sites and will not require two driveway curb cuts along Stevens Creek. The proposed diagonal parking also intends to accommodate the need for overflow parking if it were to arise. • The existing redwood trees should be protected from potential adverse impacts from the project. The applicant will be required to retain the City's Consulting Arborist to review detailed construction plans and provide tree protection measures. The project will be required to implement the recommended tree protection measures, which will be field-verified by the arborist. Pro�ert� owner to the east • Intends to develop their property in the future, and the proposed removal of existing on- street parallel spaces and street narrowing of Saich Way would adversely impact potential development opportunities. Suggests parallel parking, speed bumps, and clear striping and signage along Saich instead. To date, the city has not received any other formal development applications for the area. Consequently, the City is not able to require the applicant to design their plans around a potential future conceptual project. The City always has the ability to modify the public right-of-way if warranted, including but not limited to, conversion to parallel parking, striping, speed bumps, and other frontage improvements. The introduction of diagonal on-street parking on one side of the street is not anticipated to create traffic or accessibility impacts for the neighboring property. The proposed diagonal parking scheme provides the opportunity to reduce vehicle speeds, and eliminate large commercial truck staging/parking along Saich Way. The applicant has submitted an alternate, parallel on-street parking option for the Planning Commission's consideration. However, staff and the applicant support the diagonal parking. • The building setback and sidewalk location along Saich Way restricts future street widening or street vacation opportunities. The City does not have any current or future plans to widen or vacate Saich Way, nor require street dedications for the project site. The project conforms to the setback standards as prescribed in the HOC. • Concerned with the project being able to adequately address the parking demand of the project and the parking situation at Peet's/Panera. The project satisfies the ordinance-required parking demand on the sTte. In addition, the project also proposes 16 public diagonal parking stalls along Saich Way as surplus commercial teaser parking for the retail shops. Peet's/Panera also satisfies their ordinance-required parking demand onsite and DP-2012-05, EXC-2012-02, Saich Way Station January 8,2013 ASA-2012-13,TR-2012-41 through an existing shared parking agreement with the office center. As proposed, the project enhances the vehicular access and circulation between both commercial properties, which in turn should further improve the parking efficiency for both sites. • The bus stop should be relocated either to Alves or Bandley Drive in order to reduce traffic congestion. The relocation of the bus stop further north on Saich minimizes disruption to existing established bus routes and transit user convenience. The bus stop will be positioned to allow adequate two-way vehicle traffic while buses are parked. Further, the VTA approves of the relocation. The relocation of the bus stop to Alves Drive is an option, but is not preferred by staff since it may create the potential for disturbances to the adjacent residential apartment icsers. PERMIT STREAMLINING ACT This project is subject to the Permit Streamlining Act (Government Code Section 65920 — 65964). The City has complied with the deadlines found in the Permit Streamlining Act. Project Received: October 15, 2012 Deemed Incomplete: November 13, 2012 Deemed Complete:December 19, 2012 The City has 60 days (until February 19, 2013) to make a decision on the project since a Mitigated Negative Declaration under CEQA is recommended. The Planning Commission's decision on this project is final unless appealed within 14 calendar days of the decision. CONCLUSION Staff recommends approval of the project since the project and conditions of approval address all concerns related to the proposed development and all of the findings for approval of the proposed project, consistent with Chapter 19.168 of the Cupertino Municipal Code, may be made. Prepared by: George Schroeder, Assistant Planner Reviewed by: Approved by: /s/Garv Chao �s/Aarti Shrivastava Gary Chao Aarti Shrivastava City Planner Community Development Director DP-2012-05, EXC-2012-02, Saich Way Station January 8,2013 ASA-2012-13,TR-2012-41 ATTACHMENTS: 1 -DP-2012-05 Draft Resolution 2-ASA-2012-13 Draft Resolution 3-TR-2012-41 Draft Resolution (excluding resolution for EXC-2012-02, since the exception is not required) 4 -Transportation evaluation by Fehr & Peers, dated November 16, 2012 5 -Arborist report by Arborwell, with peer review by the City's Consulting Arborist, dated November 2012 6 - Initial Study with Mitigated Negative Declaration (EA-2012-09) 7- Applicant's invitation letter for the neighborhood meeting 8 - Pre-hearing public comments 9 - Plan Set DP-2012-05 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. 6714 OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO APPROVING A DEVELOPMENT PERMIT TO ALLOW THE DEMOLITION OF 11,610 SQUARE FEET OF EXISTING COMMERCIAL SPACE AND THE CONSTRUCTION OF 15,377 SQUARE FEET OF NEW COMMERCIAL SPACE CONSISTING OF TWO NEW COMMERCIAL BUILDING PADS, 7,000 SQUARE FEET AND 8,377 SQUARE FEET RESPECTIVELY, LOCATED AT 20803 STEVENS CREEK BOULEVARD AND 10033- 10095 SAICH WAY SECTION I: PROTECT DESCRIPTION Application No.: DP-2012-05 Applicant: Tom Purtell (Borelli Investment Co.) Property Owner: Diana Taylor Location: 20803 Stevens Creek Boulevard and 10033-10095 Saich Way (APNs 326-32-041 and 326-32-042, respectively) SECTION II: FINDINGS FOR DEVELOPMENT PERMIT: WHEREAS, the Planning Commission of the City of Cupertino received an application for a Development Permit as described in Section I. of this Resolution; and WHEREAS, the Environmental Review Committee has recommended adoption of a Mitigated Negative Declaration; and WHEREAS, the necessary public notices have been given as required by the Procedural Ordinance of the City of Cupertino, and the Planning Commission has held at least one public hearing in regard to the application; and WHEREAS, the applicant has met the burden of proof required to support said application; and WHEREAS, the Planning Commission finds as follows with regard to this application: a) The proposed development, at the proposed location, will not be detrimental or injurious to property or improvements in the vicinity, and will not be detrimental to the public health, safety, general welfare, or convenience; b) The proposed development will be located and conducted in a manner in accord with the Cupertino Comprehensive General Plan and the purpose of the City's zoning ordinances. Resolution No.6714 DP-2012-05 January 8,2013 NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of the initial study, maps, facts, e�chibits, testimony and other evidence submitted in this matter, subject to the conditions which are enumerated in this Resolution beginning on PAGE 2 thereof,: A Mitigated Negative Declaration (Application no. EA-2012-09) is hereby adopted; and the application for a Development Permit, Application no. DP-2012-05 is hereby approved and that the subconclusions upon which the findings and conditions specified in this resolution are based and contained in the Public Hearing record concerning Application no. DP-2012-05 as set forth in the Minutes of Planning Commission Meeting of January S, 2013, and are incorporated by reference as though fully set forth herein. SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. Planning Division: 1. APPROVED EXHIBITS Approval is based on the plan set dated December 14, 2012 consisting of 27 sheets labeled T1, A0, A1, A2, Building 1 Exterior Elevations, A3, Building 2 Exterior Elevations, A4, D1, D2, D3, D4, D5, M1, L-1, L-2, C-1, C-2, C-3, C-3.1, C-3.2, C-4, C-5, C-6, C-7, C-8, and Photometric Plan, entitled, "Saich Way, 20803 Stevens Creek Blvd., Cupertino, California, Borelli Investment Co." drawn by FCGA Architecture, Borrecco/Kilian & Associates, Inc., and HMH; except as may be amended by conditions in this resolution. 2. ACCURACY OF PROJECT PLANS The applicant/property owner is responsible to verify all pertinent property data including but not limited to property boundary locations, building setbacks, property size, building square footage, any relevant easements and/or construction records. Any misrepresentation of any property data may invalidate this approval and may require additional review. 3. CONCURRENT APPROVAL CONDITIONS The conditions of approval contained in file nos. ASA-2012-13 and TR-2012-41 shall be applicable to this approval. 4. DEVELOPMENT APPROVAL AND PROJECT AMENDMENTS Development Permit approval is granted to allow the demolition of 11,610 square feet of existing commercial space and the construction of 15,377 square feet of new commercial space consisting of two new commercial building pads, 7,000 square feet and 8,377 square feet respectively. Floor area shall be measured from the outside surfaces of exterior walls. Allowed uses include those permitted by the City's General Commercial (CG) Ordinance. A separate conditional use permit shall be required for those commercial uses requiring use permit approval as specified in the CG Ordinance. Development intensity shall be regulated by use permit review. The Planning Commission shall review amendments to the project considered major by the Director of Community Development. Resolution No.6714 DP-2012-05 January S,2013 5. DEVELOPMENT ALLOCATION The applicant shall receive an allocation of 3,767 square feet of retail commercial allocation for the Heart of the City General Plan area, based on the construction of 15,377 square feet of new commercial space and demolition of 11,610 square feet of existing commercial space. 6. PARKING APPROVAL AND FUTURE REVIEW The project area total of 80 onsite parking spaces is approved. Future uses will be limited based on the parking supply and trip generation study conducted by the City's transportation consultant dated November 16, 2012. Any proposed intensification of the approved uses shown on the development plans (i.e. medical offices, child care, or food uses replacing retail, increases in approved seat or employee counts) will require City review and additional studies at the applicant's expense. 7. PARALLEL PARKING SPACES ON SAICH WAY Per the Planning Commissiori s approval, the construction plans shall be revised to reflect a parallel parking scheme along Saich Way to the satisfaction of the City prior to issuance of building permits. The parallel parking spaces shall be completed prior to final occupancy. 8. BUS STOP/LAYOVER ON SAICH WAY The existing VTA bus stop/layover location shall remain due to the Planning Commissiori s approval of parallel parking spaces on Saich Way. 9. BICYCLE PARKING The applicant shall provide bicycle parking and bike racks for the proposed project in accordance with the City's Parking Regulations under Chapter 19.124 of the Cupertino Municipal Code. Additional bicycle parking shall be considered around Restaurant 1. 10. COVENANT DISCLOSURE The property is under a Cupertino planned development zoning and property purchasers should check with the City to determine the specific restrictions under the Planned Development Zone and related permits. 11. MAXIMUM PERCENTAGE OF FOOD USES A maximum of 28% or 4,380 square feet of both buildings combined may be occupied by food uses (including, but not limited to, fast food restaurants, full-service restaurants, and specialty food shops). When both buildings are fully leased, the property owner may request additional food use area with a major modification application through the Planning Commission. If there is a parking stall deficiency per the City's Parking Ordinance, the application shall include a parking study with an onsite parking demand survey completed at the applicant's expense. 12. BELOW MARKET RATE HOUSING PROGRAM MITIGATION FEES The applicant shall participate in the City's Below Market Rate (BMR) Housing Program by paying the housing mitigation fees as per the Housing Mitigation Manual. The estimated mitigation fee for Resolution No.6714 DP-2012-05 January 8,2013 this project is $20,078.11 based on the 2012-2013 fiscal year rate of $5.33 per square foot of net addition (3,767 square feet). 13. ODOR ABATEMENT SYSTEMS If odor impacts from food use or other odor-generating uses become a nuisance in the future as determined by the Community Development Director (typically if five or more complaints are received within a 12-month period), the property owner shall install odor abatement systems to reduce odor impacts to the adjacent community. Detailed plans shall be reviewed and approved by the Community Development Department. 14. LOT MERGERS Prior to final occupancy, the property owner shall obtain necessary approvals with the City and County to merge the two existing onsite parcels (APNs 326-32-041 and 326-32-042) into one parcel. 15. INGRESS/EGRESS EASEMENT The property owner shall record an appropriate deed restriction and covenant running with the land, subject to approval of the City Attorney, providing for necessary reciprocal ingress and egress easement to and from the affected parcels. 'I'he easements shall be recorded prior to final occupancy of site permits. 16. SHARED ACCESS DRIVEWAY The proposed shared access driveway between the project site and 20807 Stevens Creek Boulevard (APN 326-32-051) shall be fully installed and constructed to the satisfaction of the Public Works Department prior to the issuance of final occupancy of site permits. 17. TRANSPORTATION DEMAND MEASURES (TDM� The Director of Community Development has the ability to require additional transportation demand management measures to address any future parking concerns. Examples of transportation demand management measures may include,but are not limited to: a) Transit improvements b) Non-motorized improvements c) Shift peak-shared parking d) Guaranteed ride home e) Car sharing f) Taxi service g) Pricing 18. MAIN BUILDING ENTRANCE The main building entrance for the tenants of Buildings 1 and 2 shall face the public street on which they are located. The entrance doors and storefront are to be kept open and free of any obstructions. No more than 25% of each storefront window bay may be obstructed with signage or other interior items. Boarding, closure, shelves, permanent walls, opaque painting/material of windows, and other storefront obstructions are not permitted. Resolution No.6714 DP-2012-05 January 8,2013 19. OUTDOOR DINING ENCLOSURE Outdoor dining areas shall not be enclosed with fencing or other structures to permanently obstruct pedestrian walkways, unless it can be demonstrated that an enclosed outdoor seating area will not obstruct the required walkway clearances. 20. SIGNAGE Signage is not approved with this application, including the proposed ground sign shown on the plans along Stevens Creek. Signage shall conform to the City Sign Ordinance (Chapter 19.104 of the Cupertino Municipal Code) and Heart of the City Specific Plan. 21. MASTER SIGN PROGRAM A separate master sign program application for the entire Saich Way Station development is required prior to final occupancy of core and shell permits for the two buildings. The sign program shall be reviewed and approved by the Director of Community Development. 22. SCREENING All mechanical and other equipment on the building or on the site shall be screened so they are not visible from public street areas or adjoining developments. Screening materials/colors shall match building features and materials. The height of the screening shall be taller than the height of the mechanical equipment that it is designed to screen. The location of equipment and necessary screening shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. 23. FINAL CIRCULATION, TRAFFIC SAFETY, AND STRIPING PLAN The final circulation, striping, and traffic safety plan shall be reviewed and approved by the Director of Public Works and Community Development prior to building permit issuance. The plan shall consider the recommendations in Fehr & Peer's transportation memorandum dated November 16, 2012, including,but not limited to: a. Truck delivery and pick-up times to occur outside of peak parking demand times b. Directional and warning signage c. Landscaping around the conflict area (tee junction of the Stevens Creek Boulevard driveway with the 20807 Stevens Creek Boulevard parking lot aisle) should be kept to a minimal height as to not obstruct site distance as there may be a higher potential for pedestrian crossings between the two sites. d. Stop bar on the Panera site (with written permission by property owner) 24. TRASH AND DELIVERY ACTIVITIES A detailed refuse and truck delivery plan shall be prepared by the applicant. The plan shall include, but not be limited to the following: a. Location and design of trash facilities (i.e. trash enclosures and receptacles). Trash enclosures shall provide ample space to include trash, recycling, food waste, and waste receptacles along with a tallow bin. b. Quantity of trash receptacles. At least three sets of trio (garbage, recycling, and compost) receptacles shall be provided onsite to the satisfaction of the Environmental Programs Manager. Resolution No.6714 DP-2012-05 January 8,2013 c. Primary and alternative truck routes. An AutoTurn analysis shall be used to determine the number of parking spaces required to maneuver a delivery truck into and out of designated truck delivery zone(s) d. Signage for parking stalls displaced during pick-up and delivery hours e. Trash pick-up schedule (shall not take place during peak business hours) f. Loading areas (with signage/markings restricting parking in these areas during loading times) g. Delivery hours (shall not take place during peak business hours) All trash facilities must be screened and enclosed to the satisfaction of the Public Works Department. The final plan shall be submitted to the City and the City's refuse service for review and approval prior to issuance of building permits. 25. TRANSFORMERS Electrical transformers, telephone cabinets and similar equipment shall be placed in underground vaults. The developer must receive written approval from both the Public Works Department and the Community Development Department prior to installation of any above ground equipment. Should above ground equipment be permitted by the City, equipment and enclosures shall be screened with fencing and landscaping such that said equipment is not visible from public street areas, as determined by the Community Development Department. Transformers shall not be located in the front or side building setback area. 26. UTILITY STRUCTURE PLAN Prior to issuance of building permits, the applicant shall work with staff to provide a detailed utility plan to demonstrate screening or undergrounding of all new utlity structures [including, but not limited to backflow preventers (BFP), fire department connections (FDC), post-indicator valves (PIV), and gas meters] to the satisfaction of the Director of Community Development, Public Works, Fire Department, and applicable utility agencies. 27. ROOFTOP EQUIPMENT SCREENING All mechanical and other equipment on the building or on the site shall be screened so they are not visible from public street areas or adjoining developments. The height of the screening shall be taller than the height of the mechanical equipment that it is designed to screen. A line of sight plan may be required to demonstrate that the equipment will not be visible from any public right-of-way. The location of the equipment and necessary screening shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. 28. SITE LIGHTING All new lighting must conform to the standards in the General Commercial (CG) and Parking Ordinances, and the final lighting plan (including a detailed photometric plan) shall be reviewed and approved by the Community Development Director prior to build"u1g permit issuance. Prior to final occupancy, a licensed lighting consultant shall confirm that the lighting is in compliance with the City's standards. The lighting and photometric plan shall be revised to include the following prior to issuance of building permits: a. Ensure photometric plan accounts for the approved lighting fixtures, wall sconces, and street lights. Resolution No.6714 DP-2012-05 January 8,2013 b. Show cut-off shields to prevent light intrusion onto adjoining properties. c. Note that all lighting shall be a white type light. d. A minimum of three foot candles shall be maintained vertically above the parking lot surface in order to avoid dark areas in the parking lot 29. GEOTECHNICAL REVIEW Buildings shall be designed and constructed in accordance with a final design-level geotechnical investigation to be completed for the project by a qualified professional and submitted to the Building Department prior to issuance of grading and building permits. The final design-level geotechnical investigation shall identify the specific design features that will be required for the project including measures addressing clearing and site preparation, removal, replacement, and/or compaction of existing fill, abandoned utilities, subgrade preparation, material for fill, trench backfill, temporary trench excavations, surface drainage, foundation design, and pavements. 30. CITY ARBORIST REVIEW OF EXISTING NEIGHBORING AND NEW SITE TREES Prior to grading or construction permit issuance, the City's consulting arborist shall be retained by the developer to review all construction permit drawings and details concerning the area with 25 feet of the west side property line and Tree #23 to the northeast of the site in order to more accurately assess the impacts to the neighboring trees. The developer shall implement any additional recommendations and tree protection measures by the City's consulting arborist. The City's consulting arborist shall also be retained by the developer to inspect the existing neighboring trees identified in the report to confirm their good health following construction. Corrective measures shall be taken, if necessary. Additionally, the City's consulting arborist shall be retained to inspect the new tree plantings to ensure that they were planted properly and according to the approved plan. 31. LANDSCAPE PROJECT SUBMITTAL Prior to issuance of building permits, the applicant shall submit a full landscape project submittal per section 14.15.040 of the Landscaping Ordinance. The Water-Efficient Design Checklist (Appendix A of Chapter 14.15), Landscape and Irrigation Design Plans, and Water Budget Calculations shall be reviewed and approved to the satisfaction of the Director of Community Development prior to issuance of building permits. 32. LANDSCAPE INSTALLATION REPORT A landscape installation audit shall be conducted by a certified landscape professional after the landscaping and irrigation system have been installed. The findings of the assessment shall be consolidated into a landscape installation report. The landscape installation report shall include, but is not limited to: inspection to confirm that the landscaping and irrigation system are installed as specified in the landscape and irrigation design plan, system tune-up, system test with distribution uniformity, reporting overspray or run-off that causes overland flow, and preparation of an irrigation schedule. The landscape installation report shall include the following statement: "The landscape and irrigation system have been installed as specified in the landscape and irrigation design plan and complies with the criteria of the ordinance and the permit." Resolution No.6714 DP-2012-0� January S,2013 33. LANDSCAPE AND IRRIGATION MAINTENANCE A maintenance schedule shall be established and submitted to t11e Director of Community Development or his/her designee, either with the landscape application package, with the landscape installation report, or any time before the landscape installation report is submitted. a) Schedules should take into account water requirements for the plant establishment period and water requirements for established landscapes. b) Maintenance shall include, but not be limited to the following: routine inspection; pressure testing, adjustment and repair of the irrigation system; aerating and de-thatching turf areas; replenishing mulch; fertilizing; pruning; replanting of failed plants; weeding; pest control; and removing obstructions to emission devices. c) Failed plants shall be replaced with the same or functionally equivalent plants that may be size- adjusted as appropriate for the stage of growth of the overall installation. Failing plants shall either be replaced or be revived through appropriate adjustments in water, nutrients, pest control or other factors as recommended by a landscaping professional. 34. SOIL ANALYSIS REPORT A soils analysis report shall document the various characteristics of the soil (e.g. texture, infiltration rate, pH, soluble salt content, percent organic matter, etc) and provide recommendations for amendments as appropriate to optimize the productivity and water efficiency of the soil. The soil analysis report shall be made available to the professionals preparing the landscape and irrigation design plans in a timely manner either before or during the design process. A copy of the soils analysis report shall be submitted to the Director of Community Development as part of the landscape documentation package. 35. NOISE MITIGATION MEASURES The project and retail operations shall comply with the City's Community Noise Control Ordinance (Chapter 10.48 of the CMC). In addition, the following mitigation measures shall be taken in order to reduce noise event impacts to nearby receptor areas: a. The contractor shall use "new technology" power construction equipment with state-of-the-art noise shielding and muffling devices. All internal combustion engines used on the project site shall be equipped with adequate mufflers and shall be in good mechanical condition to minimize noise created by faulty or poor maintained engines or other components. b. Locate stationary noise generating equipment as far as possible from sensitive receptors. Staging areas shall be located a minimum of 200 feet from noise sensitive receptors, such as residential uses. Unnecessary idling of machines when not in use shall be prohibited. c. The developer will implement a Construction Management Plan approved by the Community Development Director and Director of Public Warks to minimize impacts on the surrounding sensitive land uses to the fullest extent possible. d. Temporary plywood enclosures shall be erected around stationary equipment that produces excessive noise at nearby receptors e. Good maintenance and lubrication procedures shall be used to reduce operating noise. f. All construction equipment shall conform to the following standards: 1) no individual device produces a noise level more than 87 dBA at a distance of 25 feet; or 2) the noise level on any nearby property does not exceed eighty dBA (Cupertino Municipal Code Section 10.48.053). g. Equip all internal combustion engine driven equipment with intake and exhaust mufflers that Resolution No.6714 DP-2012-05 January 8,2013 are in good condition and appropriate for the equipment. h. Noise from construction workers' radios shall be controlled to a point that it is not audible at existing residences bordering the project site. i. Notify all adjacent businesses, residences, and other noise-sensitive land uses of the construction schedule in writing. 36. PRE-CONSTRUCTION MEETING AND CONSTRUCTION MANAGEMENT PLAN Prior to commencement of construction activities, the applicant shall arrange for a pre-construction meeting with the pertinent departments (including, but not limited to, Building, Planning, Public Works, Santa Clara County Fire Department) to review an applicant-prepared construction management plan including,but not limited to: a. Plan for compliance with conditions of approval b. Plan for public access during work in the public right-of-way c. Construction staging area d. Construction schedule and hours e. Construction phasing plan, if any f. Contractor parking area g. Tree preservation/protection plan h. Site dust,noise and storm run-off management plan i. Emergency/complaint and construction site manager contacts 37. CONSTRUCTION HOURS Construction activities shall be limited to Monday through Friday, 7 a.m. to 8 p.m. and Saturday and Sunday, 9 a.m. to 6 p.m. Construction activities are not allowed on holidays. The developer shall be responsible for educating all contractors and subcontractors of said construction restrictions. Rules and regulation pertaining to all construction activities and limitations identified in this permit, along with the name and telephone number of a developer appointed disturbance coordinator, shall be posted in a prominent location at the entrance to the job site. 38. DEMOLITION REQUIREMENTS All demolished building and site materials shall be recycled to the maximum extent feasible subject to the Building OfficiaL The applicant shall provide evidence that materials were recycled prior to issuance of final demolition permits. 39. HAZARDOUS MATERIAL MITIGATION DURING DEMOLITION The following requirements shall apply for the demolition phase of the project: a. In conformance with federal and State regulations, a formal survey for ACBMs and lead-based paint shall be completed prior to the demolition of buildings on the site. b. All potentially friable ACBMs shall be removed in accordance with National Emissions Standards for Hazardous Air Pollutants (NESHAP) guidelines prior to building demolition or renovation that may disturb the materials. All demolition activities will be undertaken in accordance with Cal/OSHA standards, contained in Title 8 of the California Code of Regulations (CCR), Section 1529, to protect workers from exposure to asbestos. Materials containing more than one percent asbestos are also subject to Bay Area Air Quality Management District (BAAQMD) regulations. Resolution No.6714 DP-2012-05 January 8,2013 c. During demolition activities, all building materials containing lead-based paint shall be removed in accordance with Cal/OSHA Lead in Construction Standard, Title 8, California Code of Regulations 1532.1, including employee training, employee air monitoring and dust control. Any debris or soil containing lead-based paint or coatings will be disposed of at landfills that meet acceptance criteria for the waste being disposed. 40. DUST CONTROL The following construction practices shall be implemented during all phases of construction for the proposed project to prevent visible dust emissions from leaving the site: a. All exposed surfaces (e.g., parking areas, staging areas, soil piles, graded areas, and unpaved access roads) shall be watered or treated with non-toxic stabilizers or dust palliatives two times per day and more often during windy periods to prevent dust from leaving the site. b. All haul trucks transporting soil, sand, or other loose material on-site shall be covered to maintain at least 2 feet of freeboard. c. All visible mud or dirt track-out onto adjacent public roads shall be removed using wet power vacuum street sweepers at least once per day. The use of dry power sweeping is prohibited. d. All vehicle speeds on unpaved roads shall be limited to 15 mph. e. All roadways, driveways, and sidewalks to be paved shall be completed as soon as possible. f. Building pads shall be laid as soon as possible after grading unless seeding or soil binders are used. g. Post a publicly visible sign with the telephone number and person to contact at the lead agency regarding dust complaints. This person shall respond and take corrective action within 48 hours. The Air District's phone number shall also be visible to ensure compliance with applicable regulations. h. Idling times shall be minimized either by shutting equipment off when not in use or reducing the maximum idling time to 5 minutes (as required by the California airborne toxics control measure Title 13, Section 2485 of California Code of Regulations [CCR]). i. Clear signage shall be provided for construction workers at all access points. j. All construction equipment shall be maintained and properly tuned in accordance with manufaciurer's specifications. All equipment shall be checked by a certified visible emissions evaluator. k. Construction equipment shall not be staged within 200 feet of existing residences. L The applicant shall incorporate the City's construction best management practices into the building permit plan set. 41. CULTURAL RESOURCES DISCOVERIES DURING CONSTRUCTION In the event of the discovery of prehistoric or historic archaeological deposits or paleontological deposits, work shall be halted within 50 feet of the discovery and a qualified professional archaeologist (or paleontologist, as applicable) shall examine the find and make appropriate recommendations regarding the significance of the find and the appropriate mitigation. The recommendation shall be implemented and could include collection, recordation, and analysis of any significant cultural materials. In the event that human remains and/or cultural materials are found, all project-related construction shall cease within a 50-foot radius of the find in order to proceed with the testing and mitigation Resolution No.6714 DP-2012-05 January 8,2013 measures required. Pursuant to Section 7050.5 of the Health and Safety Code and Section 5097.94 of the Public Resources Code of the State of California: a. In the event of the discovery of human remains during construction, there shall be no further excavation or disturbance of the site or any nearby area reasonably suspected to overlie adjacent remains. The Santa Clara County Coroner shall be notified and shall make a determination as to whether the remains are Native American. If the Coroner determines that the remains are not subject to his authority, he shall notify the Native American Heritage Commission who shall attempt to identify descendants of the deceased Native American. If no satisfactory agreement can be reached as to the disposition of the remains pursuant to this State law, then the land owner shall re-inter the human remains and items associated with Native American burials on the property in a location not subject to further subsurface disturbance. b. A final report summarizing the discovery of cultural materials shall be submitted to the Director of Community Development prior to issuance of building permits. This report shall contain a description of the mitigation program that was implemented and its results, including a description of the monitoring and testing program, a list of the resources found, a summary of the resources analysis methodology and conclusion, and a description of the disposition/curation of the resources. The report shall verify completion of the mitigation program to the satisfaction of the Director of Community Development. 42. CONSULTATION WITH OTHER DEPARTMENTS The applicant is responsible to consult with other departxnents and/or agencies with regard to the proposed project for additional conditions and requirements. Any misrepresentation of any submitted data may invalidate an approval by the Community Development Department. 43. INDEMNIFICATION To the extent permitted by law, the Applicant shall indemnify and hold harmless the City, its City Council, its officers, employees and agents (the "indemnified parties") from and against any claim, action, or proceeding brought by a third party against the indemnified parties and the applicant to attack, set aside, or void this ordinance or any permit or approval authorized hereby for the project, including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in defense of the litigation. The City may, in its sole discretion, elect to defend any such action with attorneys of its choice. 44. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. Resolution No.6714 DP-2012-05 January 8,2013 Building Division 45. INFORMATION TO PROVIDE ON CONSTRUCTION PERMIT PLANS The applicant shall submit construction drawings to the City for review, including, but not limited to the following information on the construction permit plans: a. Check accessible parking stall dimensions to code requirements. b. Review placement requirements for truncated domes at curb cuts and at ramps. c. Accessible path of travel shall maintain 2%or less cross slope at all walking surfaces. d. Provide type of construction, sprinklers,unprotected opening, and distance to property line information. SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT 1. STREET IMPROVEMENTS Curbs and gutters, sidewalks and related structures shall be installed in accordance with grades and standards as specified by the City Engineer. Improvements may include realigning the existing curb and gutter along Saich Way to incorporate angled parking, and installing new signing and striping as necessary to accommodate angled parking or curb relocations. Pavement rehabilitation shall be performed as directed by the City Engineer. 2. BUS STOP LOCATION Developer shall improve bus stops along the Saich Way and the Stevens Creek Boulevard frontage to the satisfaction of the City Engineer. Improvements may include duck outs, relocation of existing bus stops, and bus shelters. 3. STREET WIDENING Public street widening and dedications shall be provided in accordance with City Standards and specifications and as required by the City Engineer. 4. PEDESTRIAN AND BICYCLE IMPROVEMENTS Developer shall provide pedestrian and bicycle related improvements consistent with the Cupertino Bicycle Transportation Plan and the Pedestrian Transportation Guidelines, and as approved by the City Engineer. 5. STREET LIGHTING INSTALLATION Street lighting shall be installed and shall be as approved by the City Engineer. Lighting fixtures shall be positioned so as to preclude glare and other forms of visual interference to adjoining properties, and shall be no higher than the maximum height permitted by the zone in which the site is located. 6. GRADING Grading shall be as approved and required by the City Engineer in accordance with Chapter 16.08 of the Cupertino Municipal Code. 401 Certifications and 404 permits maybe required. Please contact Army Corp of Engineers and/or Regional Water Quality Control Board as appropriate. 7. DRAINAGE Drainage shall be provided to the satisfaction of the City Engineer. Hydrology and pre- and post- development hydraulic calculations must be provided to indicate whether additional storm water Resolution No.6714 DP-2012-05 January 8,2013 control measures are to be constructed or renovated. The storm drain system may include, but is not limited to, subsurface storage of peak stormwater flows (as needed), bioretention basins, vegetated swales, and hydrodynamic separators to reduce the amount of runoff from the site and improve water quality. The storm drain system shall be designed to detain water on-site (e.g., via buried pipes, retention systems or other approved systems and improvements) as necessary to avoid an increase of the one percent flood water surface elevation to the satisfaction of the City Engineer. Any storm water overflows or surface sheeting should be directed away from neighboring private properties and to the public right of way as much as reasonably possible. 8. UNDERGROUND UTILITIES Developer shall comply with the requirements of the Underground Utilities Ordinance No. 331 and other related Ordinances and regulations of the City of Cupertino, and shall coordinate with affected utility providers for installation of underground utility devices. Developer shall submit detailed plans showing utility underground provisions. Said plans shall be subject to prior approval of the affected Utility provider and the City Engineer. 9. BICYCLE PARKING Developer shall provide bicycle parking consistent with the City's requirements to the satisfaction of the City Engineer. 10. IMPROVEMENT AGREEMENT The project developer shall enter into a development agreement with the City of Cupertino providing for payment of fees, including but not limited to checking and inspection fees, storm drain fees, park dedication fees and fees for under grounding of utilities. Said agreement shall be executed prior to issuance of construction permits Fees: a. Checking &Inspection Fees: $Per current fee schedule ($4,183.00 or 6%) b. Grading Permit: $Per current fee schedule ($2,435.00 or 6%) c.Development Maintenance Deposit: $ 1,000.00 d. Storm Drainage Fee: $TBD e. Power Cost: ** f. Map Checking Fees: $Per current fee schedule (N/A) g. Park Fees: $Per current fee schedule (N/A) h. Street Tree By Developer ** Based on the latest effective PG&E rate schedule approved by the PUC Bonds: Faithful Performance Bond: 100% of Off-site and On-site Improvements Labor&Material Bond: 100% of Off-site and On-site Improvement On-site Grading Bond: 100% of site improvements. -The fees described above are imposed based upon the current fee schedule adopted by the City Council. However, the fees imposed herein may be modified at the time of recordation of a final map or issuance of a building permit in the event of said change or changes, the fees changed at that time will reflect the then current fee schedule. Resolution No.6714 DP-2012-05 January 8,2013 11. TRANSFORMERS Electrical transformers, telephone cabinets and similar equipment shall be placed in underground vaults. The developer must receive written approval from both the Public Works Department and the Community Development Department prior to installation of any above ground equipment. Should above ground equipment be permitted by the City, equipment and enclosures shall be screened with fencing and landscaping such that said equipment is not visible from public street areas, as determined by the Community Development Department. Transformers shall not be located in the front or side building setback area. 12. WATER BACKFLOW PREVENTERS Domestic and Fire Water Backflow preventers and similar above ground equipment shall be placed away from the public right of way and site driveways to a location approved by the Cupertino Planning Department, Santa Clara County Fire Department and the water company. 13. BEST MANAGEMENT PRACTICES Utilize Best Management Practices (BMPs), as required by the State Water Resources Control Board, for construction activity, which disturbs soil. BMP plans shall be included in grading and street improvement plans. 14. NPDES CONSTRUCTION GENERAL PERMIT When and where it is required by the State Water Resources Control Board (SWRCB), the developer must obtain a Notice of Intent (NOI) from the SWRCB, which encompasses preparation of a Storm Water Pollution Prevention Plan(SWPPP),use of construction Best Management Practices (BMPs) to control storm water runoff quality, and BMP inspection and maintenance. 15. C.3 REQUIREMENTS C.3 regulated improvements are required for all projects creating and/or replacing 10,000 S.F. or more of impervious surface (collectively over the entire project site). The developer shall reserve a minimum of 4% of developable surface area for the placement of low impact development measures, for storm water treatment, on the tentative map, unless an alternative storm water treatment plan, that satisfies C.3 requirements, is approved by the City Engineer. The developer must include the use and maintenance of site design, source control and storm water treatment Best Management Practices (BMPs), which must be designed per approved numeric sizing criteria. A Storm Water Management Plan, Storm Water Facilities Easement Agreement, Storm Water Facilities Operation and Maintenance Agreement, and certification of ongoing operation and maintenance of treatment BMPs are each required. All storm water management plans are required to obtain certification from a City approved third party reviewer. 16. EROSION CONTROL PLAN Developer shall must provide an approved erosion control plan by a Registered Civil Engineer. This plan should include all erosion control measures used to retain materials on site. Erosion control notes shall be stated on the plans. Resolution No.6714 DP-2012-05 January 8,2013 17. WORK SCHEDULE Every 6 months, the developer shall submit a work schedule to the City to show the timetable for all grading/erosion control work in conjunction with this project. 18. OPERATIONS&MAINTENANCE AGREEMENT Developer shall enter into an Operations & Maintenance Agreement with the City prior to final occupancy. The Agreement shall include the operation and maintenance for non-standard appurtenances in the public road right-of-way that may include, but is not limited to, sidewalk, pavers, and street lights. 19. TRAFFIC CONTROL PLAN The developer must submit a traffic control plan by a Registered Traffic Engineer to be approved by the City. The plan shall include a temporary traffic control plan for work in the right of way as well as a routing plan for all vehicles used during construction. All traffic control signs must be reviewed and approved by the City prior to commencement of work. The City has adopted Manual on Uniform Traffic Control Devices (MUTCD) standards for all signage and striping work throughout the City. 20. TRAFFIC SIGNS Traffic control signs shall be placed at locations specified by the City. 21. FULL TRASH CAPTURE SYSTEM The developer will be responsible for installing a full trash capture system/device to capture trash from the onsite storm drain before the storm water reaches the City owned storm drain system. A full capture system or device is a single device or series of devices that traps all particles retained by a 5 mm mesh screen and has a design treatment capacity of not less than the peak flow rate Q resulting from a one-year, one-hour storm in the sub-drainage area (see the Municipal Regional Permit section C.10 for further information/requirements). 22. TRASH ENCLOSURES The trash enclosure plan must be designed to the satisfaction of the Environmental Programs Manager. Clearance by the Public Works Department is needed prior to obtaining a building permit. 23. REFUSE TRUCK ACCESS Developer must obtain clearance from the Environmental Programs Manager in regards to refuse truck access for the proposed development. 24. STREET TREES Street trees shall be planted within the Public Right of Way to the satisfaction of the City Engineer and shall be of a type approved by the City in accordance with Ordinance No. 125. 25. FIRE PROTECTION Fire sprinklers shall be installed in any new construction to the approval of the City. Resolution No.6714 DP-2012-05 January 8,2013 26. SANTA CLARA COUNTY FIRE DEPARTMENT A letter of clearance for the project shall be obtained from the Santa Clara County Fire Department prior to issuance of building permits. Clearance should include written approval of the location of any proposed Fire Backflow Preventers, Fire Department Connections and Fire Hydrants (typically Backflow Preventers should be located on private property adjacent to the public right of way, and fire department connections must be located within 100' of a Fire Hydrant). 27. FIRE HYDRANT Fire hydrants shall be located as required by the City and Santa Clara County Fire Department as needed. 28. CALIFORNIA WATER SERVICE COMPANY CLEARANCE Provide California Water Service Company approval for water connection, service capability and location and layout of water lines and backflow preventers before issuance of a building permit approval. 29. DEDICATION OF WATERLINES Developer shall dedicate, as deemed necessary, all waterlines and appurtenances installed to water company standards requirements, and shall reach an agreement with California Water Services Company for water service to the subject development. 30. DEDICATION OF UNDERGROUND WATER RIGHTS Developer shall "quit claim" to the City all rights to pump, take or otherwise extract water from the underground basin or any underground strata in the Santa Clara Valley. 31. SANITARY DISTRICT A letter of clearance for the project shall be obtained from the Cupertino Sanitary District prior to issuance of building permits. 32. UTILITY EASEMENTS Clearance approvals from the agencies with easements on the property (including PG&E, PacBell, and California Water Company, and/or equivalent agencies) will be required prior to issuance of building permits. 33. PEDESTRIAN CROSSWALKS The developer shall enhance pedestrian crosswalks at Stevens Creek Boulevard and Saich Way, as well as at Alves Drive and Saich Way. Enhancements may include new striping, replacement of existing striping, or new signage. Final crosswalk improvement plans shall be reviewed and approved by the City Engineer. SECTION V: CONDITIONS ADMINISTERED BY THE SANTA CLARA COUNTY FIRE DEPARTMENT 1. FIRE APPARATUS �ENGINE) ACCESS ROADS REQUIRED Provide access roadways with a paved all-weather surface, a minimum unobstructed width of 16 feet, vertical clearance of 13 feet 6 inches, minimum circulating turning radius of 36 feet outside and Resolution No.6714 DP-2012-05 January 8,2013 23 feet inside, and a maximum slope of 15%. For installation guidelines refer to Fire Department Standard Details and Specifications sheet A-1. 2. FIRE SPRINKLERS REQUIRED Approved automatic sprinkler systems in new and existing buioldings and structures shall be provided in the locations described in this section or in sections 903.2.1 through 903.2.18 whichever is the more restrictive. For the purposes of this section, firewalls used to separate building areas shall be constructed in accordance with the California Building Code and shall be without openings or penetrations. An automatic sprinkler system shall be provided throught all new buildings and structures. Exception: Group A, B, E, F, I, L, M, S and U occupancy buildings and structures that do not exceed 1,000 square feet of building area and that are not located in the Wildland-Urban Interface Fire Area. NOTE: The owner(s), occupant(s), and any contractor(s) or subcontractor(s) are responsible for consulting with the water purveyor of record in order to determine if any modification or upgrade of the existing water service is required. A State of California licensed (C- 16) Fire Protection Contractor shall submit plans, calculations, a completed permit application and appropriate fees to this department for review and approval prior to beginning their work. Sections 903.2 as adopted in Section 16-40-210 of the CMC. 3. WATER SUPPLY REQUIREMENTS Potable water supplies shall be protected from contamination caused by fire protection water supplies. It is the responsibility of the applicant and any contractors and subcontractors to contact the water purveyor supplying the site of such project, and to comply with the requirements of that purveyor. Such requirements shall be incorporated into the design of any water-based fire protection system, and/or fire suppression water supply systems or storage containers that may be physically connected in any manner to an appliance capable of causing contamination of the potable water supply of the purveyor of record. Final approval of the system(s) under consideration will not be granted by this office until compliance with the requirements of the water purveyor of record are documented by that purveyor as having been met by the applicant(s). 2010 CFC Sec. 903.3.5 and Health and Safety Code 13114.7. 4. PREMISES IDENTIFICATION Approved numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Numbers shall contrast with their background. CFC Sec. 505. 5. CONSTRUCTION SITE FIRE SAFETY All construction sites must comply with applicable provisions of the CFC Chapter 14 and County Fire Standard Detail and Specification SI-7. 6. CONSTRUCTION PLAN NOTES To prevent plan review and inspection delays, the above noted Development Review Conditions shall be addressed as "notes" on all pending and future plan submittals and any referenced diagrams to be reproduced onto the future plan submittal. Resolution No.6714 DP-2012-05 January 8,2013 SECTION VI: CONDITIONS ADMINISTERED BY THE CUPERTINO SANITARY DISTRICT 1. SANITARY SEWER AVAILABILITY Sanitary sewer service is being provided to the subject parcels through a sewer main located within an easement located in the rear of parcels 326-32-041 and 326-32-042. The District does not allow for shared easements or construction of any structures and installation of light poles within the sanitary sewer easement. 2. IMPROVEMENT PLANS Improvement plans for the subject project shall be reviewed by the District. The existing and proposed sanitary sewer easements should be delineated and noted on the improvement plans. The applicant shall contact the Sanitary District prior to proceeding with construction plans. 3. FEES AND PERMITS Cupertino Sanitary District Fees and Permits shall be required for the subject application based on the proposed area and use modifications. PASSED AND ADOPTED this 8th day of January, 2013, Regular Meeting of the Planning Commission of the City of Cupertino, State of California,by the following roll call vote: AYES: COMMISSIONERS: Chair Miller,Vice Chair Sun, Lee, Brownley NOES: COMMISSIONERS: Brophy ABSTAIN: COMMISSIONERS:none ABSENT: COMMISSIONERS: none ATTEST: APPROVED: /s/Aarti Shrivastava /s/Marty Miller Aarti Shrivastava Marty Miller, Chair Community Development Director Planning Commission G:\Planning\PDREPORT\CC RES\2012\DP-2012-05 res.doc ASA-2012-13 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. 6715 OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO APPROVING AN ARCHITECTURAL AND SITE APPROVAL PERMIT TO ALLOW THE DEMOLITION OF 11,610 SQUARE FEET OF EXISTING COMMERCIAL SPACE AND THE CONSTRUCTION OF 15,377 SQUARE FEET OF NEW COMMERCIAL SPACE CONSISTING OF TWO NEW COMMERCIAL BUILDING PADS AND ASSOCIATED SITE IMPROVEMENTS, LOCATED AT 20803 STEVENS CREEK BOULEVARD AND 10033-10095 SAICH WAY SECTION I: PROJECT DESCRIPTION Application No.: ASA-2012-13 Applicant: Tom Purtell (Borelli Investment Co.) Property Owner: Diana Taylor Location: 20803 Stevens Creek Boulevard and 10033-10095 Saich Way (APNs 326-32-041 and 326-32-042, respectively) SECTION II: FINDINGS FOR DEVELOPMENT PERMIT: WHEREAS, the Planning Commission of the City of Cupertino received an application for an Architectural and Site Approval as described in Section I. of this Resolution; and WHEREAS, the Environmental Review Committee has recommended adoption of a Mitigated Negative Declaration;and WHEREAS, the necessary public notices have been given as required by the Procedural Ordinance of the City of Cupertino, and the Planning Commission has held at least one public hearing in regard to the application; and WHEREAS, the applicant has met the burden of proof required to support said application; and WHEREAS, the Planning Commission finds as follows with regard to this application: 1. The proposal, at the proposed location, will not be detrimental or injurious to property or improvements in the vicinity, and will not be detrimental to the public health, safety, general welfare, or convenience; 2. The proposal is consistent with the purposes of Chapter 19.168, Architectural and Site Review, of the Cupertino Municipal Code, the General Plan, any specific plan, zoning ordinances, applicable planned development permit, conditional use permits, variances, subdivision maps or other entitlements to use which regulate the subject property including, but not limited to, adherence to the following specific criteria: Resolution No.6715 ASA-2012-13 January 8,2013 a) Abrupt changes in building scale have been avoided. A gradual transition related to height and bulk has been achieved between new and existing buildings. b) Design harmony between new and existing buildings have been preserved and the materials, textures and colors of new buildings harmonize with adjacent development with design and color schemes, and with the future character of the neighborhood and purposes of the zone in which it is situated. T'he location, height and materials of walls, fencing, hedges and screen planting harmonize with adjacent development. Unsightly storage areas, utility installations and unsightly elements of parking lots have been concealed. Ground cover or various types of pavements have been used to prevent dust and erosion, and the unnecessary destruction of existing healthy trees have been avoided. Lighting for development is adequate to meet safety requirements as specified by the engineering and building departments, and shielding to adjoining property owners. c) The number, location, color, size, height, lighting and landscaping of outdoor advertising signs and structures have been designed to minimize traffic hazard, positively affect the general appearance of the neighborhood and harmonize with adjacent development. d) This new development, not abutting an existing residential development, has been designed to protect residents from noise, traffic, light and visually intrusive effects by use of buffering, setbacks, landscaping, walls and other appropriate design measures. NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of the initial study, maps, facts, exhibits, testimony and other evidence submitted in this matter, subject to the conditions which are enumerated in this Resolution beginning on PAGE 2 thereof,: A Mitigated Negative Declaration (Application no. EA-2012-09) is hereby adopted; and the application for an Architectural and Site Approval, Application no. ASA-2012-13 is hereby approved and that the subconclusions upon which the findings and conditions specified in this resolution are based and contained in the Public Hearing record concerning Application no. ASA-2012-13 as set forth in the Minutes of Planning Commission Meeting of January 8, 2013, and are incorporated by reference as though fully set forth herein. SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS Approval is based on the plan set dated December 14, 2012 consisting of 27 sheets labeled T1, A0, A1, A2, Building 1 Exterior Elevations, A3, Building 2 Exterior Elevations, A4, D1, D2, D3, D4, D5, Ml, L-1, L-2, C-1, C-2, C-3, C-3.1, C-3.2, C-4, C-5, C-6, C-7, C-8, and Photometric Plan, entitled, "Saich Way, 20803 Stevens Creek Blvd., Cupertino, California, Borelli Investment Co." drawn by FCGA Architecture, Borrecco/Kilian & Associates, Inc., and HMH; except as may be amended by conditions in this resolution. Resolution No.6715 ASA-2012-13 January 8,2013 2. ACCURACY OF PROTECT PLANS The applicant/property owner is responsible to verify all pertinent property data including but not limited to property boundary locations, building setbacks, property size, building square footage, any relevant easements and/or construction records. Any misrepresentation of any property data may invalidate this approval and may require additional review. 3. CONCURRENT APPROVAL CONDITIONS The conditions of approval contained in file nos. DP-2012-05 and TR-2012-41 shall be applicable to this approval. 4. FINAL BUILDING DESIGN The final building design and exterior treatment plans shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. The Director of Community Development may approve additional designs or make minor variations as deemed appropriate. The final building exterior plan shall closely resemble the details shown on the original approved plans. Any exterior changes determined to be substantial by the Director of Community Development shall require a modification approval. 5. FRONTAGE DETAILS The final street frontage details, including, but not limited to sidewalk paving material and widths, tree grates, street furniture, landscaping and tree selection shall be subject to review and approval by the Director of Community Development prior to building permit issuance. Frontage details shall match or closely resemble existing materials in the "Crossroads" planning area. 6. FINAL LANDSCAPING PLAN The final landscaping plan shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. The applicant shall work with staff on the following: a. Species and size selection b. Buffers at 16' deep parking stalls c. Screening of utility structures d. Design of on-street landscaping curb planters e. Providing a wider hardscape area to the south of Restaurant 5 for outdoor seating 7. INDEMNIFICATION To the extent permitted by law, the Applicant shall indemnify and hold harmless the City, its City Council, its officers, employees and agents (the "indemnified parties") from and against any claim, action, or proceeding brought by a third party against the indemnified parties and the applicant to attack, set aside, or void this ordinance or any permit or approval authorized hereby for the project, including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in defense of the litigation. The City may, in its sole discretion, elect to defend any such action with attorneys of its choice. 8. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section Resolution No.6715 ASA-2012-13 January 8,2013 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. PASSED AND ADOPTED this 8th day of January, 2013, Regular Meeting of the Planning Commission of the City of Cupertino, State of California,by the following roll call vote: AYES: COMMISSIONERS: Chair Miller, Vice Chair Sun, Lee, Brownley NOES: COMMISSIONERS: Brophy ABSTAIN: COMMISSIONERS: none ABSENT: COMMISSIONERS:none ATTEST: APPROVED: /s/Aarti Shrivastava /s/Marty Miller Aarti Shrivastava Marty Miller, Chair Community Development Director Planning Commission G:\Planning\PDREPORT\CC RES\2012\ASA-2012-13 res.doc TR-2012-41 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. 6716 OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO APPROVING A TREE REMOVAL PERMIT TO ALLOW THE REMOVAL AND REPLACEMENT OF 13 TREES IN CONJUNCTION WITH A PROPOSED DEVELOPMENT PROJECT LOCATED AT 20803 STEVENS CREEK BLVD AND 10033- 10095 SAICH WAY SECTION I: PROTECT DESCRIPTION Application No.: TR-2012-41 Applicant: Tom Purtell(Borelli Investment Co.) Property Owner: Diana Taylor Location: 20803 Stevens Creek Boulevard and 10033-10095 Saich Way (APNs 326-32-041 and 326-32-042, respectively) SECTION II: FINDINGS FOR DEVELOPMENT PERMIT: WHEREAS, the Planning Commission of the City of Cupertino received an application for a Tree Removal Permit as described in Section I. of this Resolution; and WHEREAS, the Environmental Review Committee has recommended adoption of a Mitigated Negative Declaration; and WHEREAS, the necessary public notices have been given as required by the Procedural Ordinance of the City of Cupertino, and the Planning Commission has held at least one public hearing in regard to the application; and WHEREAS, the applicant has met the burden of proof required to support said application; and WHEREAS, the Planning Commission finds as follows with regard to this application: a) That the trees are irreversibly diseased, are in danger of falling, can cause potential damage to existing or proposed essential structures, or interferes with private on-site utility services and cannot be controlled or remedied through reasonable relocation or modification of the structure or utility services; b) That the location of the trees restricts the economic enjoyment of the property by severely limiting the use of property in a manner not typically experienced by owners of similarly zoned and situated property, and the applicant has demonstrated to the satisfaction of the approval authority that there are no reasonable alternatives to preserve the tree(s). Resolution No.6716 TR-2012-41 January 8,2013 NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of the initial study, maps, facts, exhibits, testimony and other evidence submitted in this matter, subject to the conditions which are enumerated in this Resolution beginning on PAGE 2 thereof,: A Mitigated Negative Declaration (Application no. EA-2012-09) is hereby adopted; and the application for a Tree Removal Permit, Application no. TR-2012-41 is hereby approved and that the subconclusions upon which the findings and conditions specified in this resolution are based and contained in the Public Hearing record concerning Application no. TR-2012-41 as set forth in the Minutes of Planning Commission Meeting of January 8, 2013, and are incorporated by reference as though fully set forth herein. SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS Approval is based on the plan set dated December 14, 2012 consisting of 27 sheets labeled T1, A0, A1, A2, Building 1 Exterior Elevations, A3, Building Z Exterior Elevations, A4, D1, D2, D3, D4, D5, M1, L-1, L-2, C-1, C-2, C-3, C-3.1, C-3.2, C-4, C-5, C-6, C-7, C-8, and Photometric Plan, entitled, "Saich Way, 20803 Stevens Creek Blvd., Cupertino, California, Borelli Investment Co." drawn by FCGA Architeciure, Borrecco/Kilian & Associates, Inc., and HMH; the consulting arborist peer review report entitled, "A Review of the Existing Trees at the Saich Way Station Project, Stevens Creek and Saich Way, Cupertino, California," prepared by Michael Bench, Registered Consulting Arborist # WE-1897 dated November 2012; and the arborist report entitled, "Borelli Investment Company, 20803 Stevens Creek Boulevard/10033-10095 Saich Way, Pre-Construction Tree Protection Plan," prepared by Samuel Oakley, Certified Arborist # WE-9474A dated June 18, 2012; except as may be amended by conditions in this resolution. 2. CONCURRENT APPROVAL CONDITIONS The conditions of approval contained in file nos. DP-2012-05 and ASA-2012-13 shall be applicable to this approval. 3. TREE REPLACEMENTS AND FINAL PLANTING PLAN The applicant shall plant replacement trees in accordance with the replacement requirements of the Protected Tree Ordinance. Street trees along Stevens Creek Boulevard and Saich Way shall be consistent with the Heart of the City Specific Plan. The trees shall be planted prior to final occupancy of site permits. The final planting plan shall be reviewed and approved by the Director of Community Development with consultation by the City Arborist prior to issuance of building permits. The Director of Community Development shall have the discretion to require additional tree replacements as deemed necessary. The City Arborist shall confirm that the replacement trees were planted properly and according to plan prior to final occupancy. Resolution No.6716 TR-2012-41 January 8,2013 4. TREE REPLACEMENT BOND The applicant shall provide a tree replacement bond in an amount determined by the City Arborist prior to removals and issuance of demolition and grading permits. The bond shall be returned after the required tree replacements have been planted and verified by the City Arborist. 5. SCHEDULING OF TREE REMOVALS TO AVOID IMPACTS TO NESTING BIRDS The project shall implement the following measures to avoid impacts to nesting birds: a) Removal of trees on the project site could be scheduled between September and December (inclusive) to avoid the nesting season for birds and no additional surveys would be required. b) If removal of the trees on-site is planned to take place between January and August (inclusive), a pre-construction survey for nesting birds shall be conducted by a qualified ornithologist to identify active nesting raptor or other bird nests that may be disturbed during project implementation. Between January and April (inclusive) pre-construction surveys shall be conducted no more than 14 days prior to the initiation of construction activities or tree relocation or removal. Between May and August (inclusive), pre-construction surveys shall be conducted no more than thirty (30) days prior to the initiation of these activities. The surveying ornithologist shall inspect all trees in and immediately adjacent to the construction area for nests. If an active raptor nest is found in or close enough to the construction area to be disturbed by these activities, the ornithologist shall, in consultation with the State of California, Department of Fish & Game (CDFG), designate a construction-free buffer zone (typically 250 feet) around the nest until the end of the nesting activity. Buffers for other birds shall be determined by the ornithologist. c) A report summarizing the results of the pre-construction survey and any designated buffer zones or protection measures for tree nesting birds shall be submitted to the Community Development Director prior to the start of grading or tree removal. 6. CONSULTATION WITH OTHER DEPARTMENTS The applicant is responsible to consult with other departments and/or agencies with regard to the proposed project for additional conditions and requirements. Any misrepresentation of any submitted data may invalidate an approval by the Community Development Department. 7. INDEMNIFICATION To the extent permitted by law, the Applicant shall indemnify and hold harmless the City, its City Council, its officers, employees and agents (the "indemnified parties") from and against any claim, action, or proceeding brought by a third party against the indemnified parties and the applicant to attack, set aside, or void this ordinance or any permit or approval authorized hereby for the project, including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in defense of the litigation. The City may, in its sole discretion, elect to defend any such action with attorneys of its choice. 8. NOTICE OF FEES, DEDICATIONS, RESERVAT'IONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, Resolution No.6716 TR-2012-41 January S,2013 and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. PASSED AND ADOPTED this 8th day of January, 2013, Regular Meeting of the Planning Commission of the City of Cupertino, State of California,by the following roll call vote: AYES: COMMISSIONEIZS: Chair Miller,Vice Chair Sun, Lee, Brownley NOES: COMMISSIONERS: Brophy ABSTAIN: COMMISSIONERS: none ABSENT: COMMISSIONERS: none ATTEST: APPROVED: /s/Aarti Shrivastava /s/Martv Miller Aarti Shrivastava Marty Miller, Chair Community Development Director Planning Commission G:\Planning\PDREPORT\CCRES\2012\TR-2012-41 res.doc � � � � 0 � ; � � g P � 0 0 � c� 0 0 �� p� �aY m� n� oQo I ca m 0 ��'s ❑aa 2�5�3 ST�vENS �I�EEi� 13LvD. c�p��T�NO� c,��Fo�N��► .... � _. _ _.. ��D i� � l� � UC� . DEC 11 2012 �,: �y- SOUTH ELEVATION OF BUILDING 1 FACING STEVENS CREEK BLVD. EAST ELEVATION OF BUILDING 2 FACING SAICH WAY Jt'�� 301 FIAFtTZ AVEM� • SUtE 21 S D�ANVILLF.CA 94526 �� 925-820�58a8 FN( z .� . >��- i3, �-a�i -� > c° p�-�i�-o� — °° -� .,.� �.-- � o � Q �, � a� , �- �- �— v � � � � � � a� � ° , �_ _ r >— ; � � ��;.b . : Q � � .— �S�l..,.�,�.�- � M � oV � = o m U " - Q � CONTACT INFORMATION PROPOSED USE TABLE OF OONTENTS APPLJCANT: LANDSCAPE ARq�ffECT� APPLICATION ENC�EER= CNL NEW RETAIL CENTER CONSISTING OF APPROXIMATELY Borelli Investrnent Co. Borreco Kilian and Assoc. A.L.R.INC. 16,000 S.F.AT THE NW CORNER OF STEVENS CREEK T� - TITLE SHEET G1 - GRADING AND DRAINAGE PLAN 2051 JUNCTION AVENUE,SUITE 100 1241 PINE STREET Associated LigMing Representatives,Inc BOULEVARD AND SAICH WAY. AO — AERIAL SITE PLAN C-2 — STORM DRAIN PLAN SAN JOSE,CA 95131 MARTINEZ,CA 94553 7777 PARDEE LANE A1 - ARCHITECTURAL SITE PLAN C-3 - STORMWATER MANAGEMENT PLAN PHONE:(408)453-4700 x t11 PHONE:(925)372-5306 OAIQAND,CA 94621 q2 — BUILDING 1 EXTERIOR ELEVATIONS �•1 — STORMWATER MANAGEMENT PLAN CONTACT:TOM PURTELL FAX:(925)372-5308 PHONE:(510)638-0156 G3.2 — STORMWATER MANAGEMENT PLAN EMAIL:tom�borelli-inv.cam CONTACT:BRIAN KILIAN FAX:(510)638-2908 A3 — BUILDING 2 EXTERIOR ELEVATIONS EMAIL:brian.bke�sbcglobal.net CONTACT:RAMON ZAPATA A4 - SITE SECTIONS C� - BUS STOP RELOCATION EXHIBIT AR�CT� C�E��- EMAIL:ramonzapata@alrinc.com C�i - FIRE ACCESS PLAN D1 - SITE DETAILS FCGA Architecture HMH Engineers D2 - SITE DETAILS C-6 - FIRE ACCESS PLAN D3 - AERIAL PHOTO OF EXISTING CONDITIONS/DEMO PIAN G7 - FIRE ACCESS PLAN 301 HARTZ AVE,SUITE 213 1570 Oakland Road C$ — FIRE ACCESS PLAN DANVILLE,CA 94526 San Jose,Ca 95131 D4 - EXISTING CONDITION PHOTOGRAPHS PHONE:(925)820-9123 pHpNE;(qpg�qg7_�pp D5 - ARCHITECTURAL SITE PLAN-PARALLEL PARKING OPTION F,vc:�s2s)a2asese F�c:�aoe�as�-2222 M1 - COLOR AND MATERIALS CONTACT:GALEN GRANT CONTACT:Ray Hashimoto EMAIL:galen�fcgainc.com EMAIL:rhashimoto�HMHp.com CONTACT:Zeferino Jimenez � ��_�� EMAIL:zjimenez�HMHca.com �_� - CONCEPTUAL LANDSCAPE PLAN 1 - 1059GOT.A32 L_2 - LANDSCAPE CALCULATIONS 12/14/12 - - � , .,r , d .:. ,: °. �,, �. : r. - ,:r. �>,�• , �..,.::: , �,, . � �. �: ,� � ,�... : . ,: ., „ ; , ... .. mr.<^-� �� .��...�� .w�i5<i�k�a:� ... ;aT"'�� .:�. :. ,.t......�'A' : 'l�':.., R�&�. . ,, r, . ,.�u �, �,.:� :;. . �� . ;��. ,r,:. .., "'s�rsyD.S:�� -; :,. , . �;. 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P9 SW8188 ECUPSE M1 CLEAR ANODIZm ALUMINUM P10 SW6081 DOWN HOME P71 SW6075 GARRET GRAY NOTE:GLAZING TO BE INSET 3"lYPICAL P�2 sw�o�s oovEra� Pi 3 SYV7020 8U1CK FOX P14 SW8314 LUXURIOUS RED P15 SW6114 BA�GEL BAG l�'�� 901 FWRIZ AVEM� • sunE z,s QAI�MIE.CA 9�526 9zs-e�a�ses 925-820�858 FAX Z ' � O Om � U � � �� -*-.+ � L � Q � O � �-- U � � � � U � � o � }- > � � Q °' � _ � � �- � M � oU N ; _ ° m° U " — � � v, / W J r W V � Z � � � � � W J � � x m W 12/14/12 _,��-i �l� �f �. �}'; �� - ,� --r � +:�'�;;�.� �----<• �=_---- ---� _ s f: , - . . , � " � _ , � � � � _. � � �( � �.�r ��k. ��S r % �,�„-=-y' � �� : �� _- .t� ��,�� e� �. 2oao� � . � � : , . �._� , � �_ �a �-_}� ' ..�: ��:' �;�� -- r�� .,�- . ; ,� — �Y — — — ----- — -- ��,►>+�. 4 � ,, � � `�� , �� _ '.�! � ', �� _ �r�'� � �� , ��. 1 �,�"' � ��,. t � +T'' .,.i�. `�� -�_ � i ��'.;,s i�� i �r�.as� � w�� _�� w/�a�s O O ru.u��ca�oPr — ___ _ _ ___ i -----_ S I G N _ ___ _.__ • � � �.' �; 4 ,�; /1Ll�R�l�1 ��'. . 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PLANTH� __ L1CfiT SCONCE -ALI.MINi:M —AEVEAL3. pn � -CEMEIYT �U�'�� L1Ci�fT SCONCE- -REVE.4L3;PT1 TYP -ALUMIM.iM CBrB�lT �AiEfAL �� —ALUI�NU�A -PLAM'EA .BOX TYPE L TYP. ��OHEFAONT.TYP. L C�r v" �UTU�T�bET�' STOF�fiONi.TYP. TYPE 1-TYP. �—CEI�lT PLA$TSi�TYP. STOF{�iONT.TYP.� PLA9Tffi O AWI�IC'� lYPx3 CANOF'Y BOX p�,ABT�i 1'YP.O ..�i�s�BII�IVICjB�@� $�i�P% NORTH ELEVATION WEST E�EVATION SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" PAINT COLORS: AWNING COLORS: NOTE:ALL PAINT COLORS BY SHERWIN NOTE:ALL AWNINGS TO BE TO MATCH ._ __ ,. .. _ .. : ., _ . ,_ WILLIAMS UNLESS NOTED OTHERWISE COLORS BY GLEN RAVEN FIRESIST I-iUV. sbN uc+rrs �T'°'� a�w � Pl SW7014 EIDER WHITE Pll SW6075 GARRET GRAY AWl 82008 BLACK C�BJT O � �� AWI�rf3 —w�PL�4S� - p�q,gTEp P6 TYPx2 PL�4 s �J ��p�1�� T ��O ��W� � P2 SW0008 CAJUN RED P12 SW7018 DOVETAII. 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PLASTER O SANITARY SEWER DRAIN BOLLARDS O (2) MTL. GATES O ENCLOSURE PLAN PR. 6'x5'-6" H. GALV. METAL DOORS O 4x4 T.S. — GALV. 2x10 T.S. GALV. FASCIA W/ T.S. ROOF STRUCTURE W/ GALV. METAL ROOFING AND GUTTER BEYOND 6'-2" .� r--------------------------------------� � �r----------------�i---------------�-�r—� il I� II 5ii i' ii� I II I� II � I II I� II I � �� I � �� I �� I II I� II � �u------ --------- I--------- ------� i CMU W/ CEMENTO PLASTER FINISH. DOWNSPOUT W/ CONDUCTOR HEAD 42" BOLLARDS W/ PAINTED CAP BY IRONSMITH. STYLE: AEGEAN O CMU W/ CEMENT PLASTER FINISH O 1/4" REVEAL — TYP. RIGHT REAR ENCLOSURE ELEVAl10NS TRASH ENCLOSURE SCALE: 1/4" = 1�—a" 'T�'�� 901 FWiri AVEM� • surte i�a DiMMIE CA 94526 925-820-7585 925-820�858 FN( Z � ' O ' U � m .ca � 'Y L � Q � O � �— U � � � � U � � O � �- > � � Q � � �n � �- Q — � M � � � U O = O � U — Q � � J Q � W � W � � 12/14/12 _ .. x . �r._ .. �.- _ �,.r�...�-w�.r+'�.`_..K...---....,.r-. �..�...� .,. � �I �s�.. � �O A�S�-��a �3, � - - � �,,:5:�-:t�,-�, ::�:a: _p,.�-�o��-.�OTS� SHOWN FOR SHAPES / SIZES / � ` � COLOR: DARK CHARCOAL GRAY/DARK GRAY GRANITE � � SIZES:24"-33"TOP DIA./18"-27" HT. � �, •� ' .: : ,.. 1.��13 � � . > . � ► � f � �._ �,uRt,, � . ..?�� _.,.... . �_7. »_,.._.� - �"� .� � � �_.A.�+�': �'-� � � � � i �� a � i � � � �...� - �..�. o - �.�._..�_ -- � � � U � @ O m � a i � m U S .� � O g 0 [a' T N O �� H� 'a� �}'j N O N 4a p m� o�o �m g'a o ��s oaa RESTAURANT � SHOP 5 sc�u.E: � --�.—o. K COLORS RESTAURANT � SHOP 1 scxF: , e._�.-0. 4 fs' BENCH MODEL#: KBC61700 COLOR:GRAY MFR: BARCO PRODUCTS , ,---�, �,� � , 3.1T �i'"!�.(/a �:.:�,�,��:. e.owv:r�u�i� �� ;iea� r � �. � �- ti��- �� 2�� 2�� r —— � � � I I I O � � � I I I I 1____ J SINGLE HOOP BIKE RACK .i;r I � � ' ' -enttEi:.�,< t je.. t.i.Y1f'f.MEO � ': : �� rtc i , �, -_ I �� \, 1132' 1!�a. .71Yh i MSKkT i Y(;:l '. 1 I 4,p.. �T 1:)AWAUi:I:�n' A. .. - �YA.NLR.fAJVA: � . _- .,� ,, ;� CE1F4n ::�y:n�K �\ . � :::r!c;:s � iTfl 4KTt:p'T (:HM)1 � ^C.S/ISeUtMNG `IIVI'�'i L'+ll�Ht tOVfi vtn?[. Nft«::MY:tSNF��"�D�'/ARE .UPFkD EY 4l!135. RECEPTACLE MODEL: PETOSKY -SURFACE MOUNT TUBE SUPPORT (STANDARD OPENING WITH NON-PERF AREA LASER CUT TEXT TO READ"TRASH"WITH RECYCLE SYMBOL BELOW TEXT) BODY&TUBE SUPPORT COLOR: SILVER TOP COLOR: SILVER-LINEAR: BLACK MFR: LANDSCAPEFORMS BICYCLE RACK MODEL#: U238-IG (SF, SG) DESCRIPTION: U BIKE RACK 2 BIKE, SURFACE OR IN GROUND MOUNT FINISH:GALVANIZED MFR: MADRAX DIVISION BIKE LOCKER MODEL#: PN073 W/ 12"x12"SAFETY ACRYLIC WINDOW MFR:AMERICAN BICYCLE SECURITY COMPANY PAVERS NOTE: PAVERS SHALL BE PERVIOUS OR SEMI-PERVIOUS TO CLOSELY MATCH CROSSROAD DEVELOPMENT l •r:x�sxr.»�s.•vrrtai;x'.�:w.c;w;. 1 �>�vEK.a,:Y t"t YftSA`l.v P.00Y. � AfA%.3:4�rON.t'AOJt::�'�Vq �.�f.Y:i'.WUK.(:t1..4114XA['M:+'A'f:'£X?F � s�;<[ni:*»Ta::ya.t. •. :�........SKRf:?�tifSUe:lefxili%iGfl1SF ( S f„PtxHt�'YiAfq'A�-- � _.a.,.. t ..,•.(�r� ��/` �...M`e 6'!kvfNf,+i VJ�RX.'f%(i � ..� ��K�CLA•i>�.'vwGUi:;a:E9M1N ��{: 'fi.i.::�::.._:•.'�:.+.vf°'. :�f"""1 � 9� -':3iRGUi'.X1.TL.fndYU:.: .�� .�� \. ;'KM�F!�MP(Z: :<)GtA13'f4A:lf•:..A1[YfkSIW; .fl'ANf�tTl:S?"R.:�C23'4VAGR�::Q t:+•t S".'stEFS.Ff<.N+C,tiR--- �'�............... YY:f,i'Rtl'ItiA'i�K:t1Sl1WUP t:fM!r.lY.'!:Ci!>)N 1.4:. v�n w.0�srx ra::.ixsu:';x.ww:�.:r::uu:ar�r wws. t ::RLt?-0:f4iR33:):�itM�3iATF,'C�+O'Jl!M4E�1'17i`�eNi��\'#lLTfYCRA�f:£ '�AS)f3�:x 3�'��(:i'+KN CN4c'l�. 3 ti':WiFA?'PiClw,:�e':.�rEiWSW:'riUir..i.f'YtiR. tlRC�tfb S'MSV&':.r M1:ti:.tn�A'Ik . Kn.i.JWi.�NS!?"e!'Fi7Fii.�YN'y.OfM�CX%CA'S!Ury$SCx:»I1Ai4C�.FXiCOKtf'iNAFa Wti. SAMPLE SECTION ��. 901 FWRTZ AVEWIE • 9UIE 213 QANVLLE,G1 94:i26 7iN'V.LV�7�0.7 925-8'20�5858 FAX Z -� ■ 0 om � � � � .L � Q � O � �— U � � � � U �, � O W � > �i � Q � L � � Q - � M � � � U O = O � U � Q � � � Q � W � W � � 12/14/12 � � U � @ O � ¢ � � m � U � � Q O � m Y 0 0 `o �.� �� O N 4 a`p m� � o�S �m c a�o 0 �mY oaa � �, _ _... :�o� .. I3, �-�ora-�� .-. . . . � �- D�-ac��-� � 4 , � � i � i �� y f $� � . � . . . � --- .,. .. _. � 4 1 � t � �:' �. ; ; �,,,•�:, , . � h_.,___: ;.;..' .4__ __ Ea i � i 4,�� iy ; 3 �+'� } ....a....-....«+�...o-...�..«..-..-r. ...+......v�...�n.�.+re''�-e°"' � .�..,.-....r....�u.�...-,.K�•�+-�••°""'�n". LEGEND PROJECTBOUNDARY —— —— PROPERTYUNE ..................................._..................................__..... PRQPERTY LINE{EXISTING) .._........_......_._......................................_.......... RIGHT-OF-WAY EASEMENT _....................................._........... CENTERLINE ............................._........._........_.. ......._._._........ STOktM ORAIN PIPE(EXI37tNG) . ... .... ... . . ... .... SRNITARY 3EWER PtPE(EXISTING) ..... .. .. . . . WA7ER MAIN{EXIST�NG) ......... . .. . .... ......... .. ............... CUR8INLET(EXISTING) <.._ STORM DRAIN MANHOLE(EXISTING) �, 3ANITARY SEWER AIANHOLE(EXISTING) , ELECTROLIER PUIL BOX(EXISTING) .. WATER METER(EXI5TING) C�t GAS LINE(F_XISTING) _..........:.............�.............,.........._..�................ JOIN7 TRENCH(EXISTIPiG) .._..........:.._....._._.:.._.....__.-."----...................... VERIZON!AFS IOCAL � � : . � : : � � UNDERCRdUNDFiBER (APPROXIhU4TE LOCATION PROYIDED 729J10 BY OSP NATFONAL SUPYURi) EASEMENT LEGEND PARCELS,APPURTENANT EASEMEVTS&EXCEPTION3 FROM TITLE: (51):.ol t?rxt 4245 2':7-M-47.6cceplirg WaEer RigAta-7fi9?OR 483 EXCLUSiOkS FROtd C�VERAGE: (4a)17 PUE-Trxf 4245 (46j 1p'Sar�tary Sewer Easemen:-Tr�ct 4245 {4c}5'Wxe Ckarance Easeme�t-Tract 4295 i5)Sanrer EasemeM 8303 OR 209 (6i 5'PGSE Easemert 0�76 OR Sa9 (7)Covenar•ts Rurmug wAh the�md{ra:oc$ta�:e)•A9re�nent for Fuiure In�ess Egnss Easemeni E623 OR 7Y1 (8)Covenar:t for EasemeM Agree!ne�d tor fuhMe Redprocai i!gressl£gress Eesen+erKirw� acaraoiai insa,a3oeze� 0?IiER RECARD REFERENCES_ (61)start numbering gra�than titfe repoA num5ers 8hS15 OF BEA.RiNG$8 COCRDINATE SYS7EM Traci 4245 � ,�. .:�._. ....._ � . NOTE� APPROXIMATELY 22 STREET PARALLEL PARKING SPACES ARE BEING REMOVED FROM SAICH WAY WITHIN THE LENGTH OF THE PROJECT SITE. NOTE: 1.UTILlTY lt�ORMATION SHOWN FOR INFORMATIQN ONLY. E X I STI NG CON D ITION S / D E MOL ITI ON P LAN LOCATIONS ARE NOTFiELO VERIFIED/WD HAVE BEEN APPROXIMATED FROM RECORD INFQRMATION PROVIDED BY UTIUTY CAMPANIES AND CtTY OF CUPERTiNO. 2.FIELD VERIFICATION IS NEEDED VIA POTHdLiNG AND SURVEYING PRIOR TO FINAL UTILITY DESIGN. GRAPHIC SCALE ae o m ao eo +so r��.... .... '�......."'"'"""�"".........._.................' ................ �.............. ..................................................: (In Feet} 1 inch=40 feet J�'�� 901 FWiIZ AVEME • �z�s D�NMLE,G►9I�'16 ��-%�J 9?5�20�5858 FAX Z � � � m — � � Q � � I— U � � �" Q � _ U _ Q � � � � � 0 � N c� •L � � U 0 U �� W � � � � o � � � a — � � U L- O m � �zz 00 Q 0~ � � � O` ` =o 0 �U �— �� J QZO �� Q� 0 X W 12/14/12 � U � m 0 _ � a � � � m � U � � 0 � 0 � a � a a 0 �� r� m� �U� m �O N a`p m� O�O �<�J g'a o ��o oaa � '�Q� ��.� . ,._ .. - . , �-. 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':,�v.,� � #� .e . �,� i� � =i.S {:i F :^�g � . .. .� 6 � � ...�' .� ��°�� a.�' _ +'a;,� . . . .. '*v� 7".r� ^�':�=f;� -�• „a,a _� .,,,,,, ,,,,, ,,... ., h �. .>_,..<.�:. - . . .., .,.. . ..,.., . ... � .�. .:.... .�.-. s« . ,-.,,. . :li-�..- . . .m:� . �"''�_"' P1 P2 P3 P4 P5 P6 P7 EIDER WHITE CAJUN RED DECOROUS AMBER EASTLAKE GOLD EMPIRE GOLD BLONDE HOPSACK SW7014 SW0008 SW0007 SW0009 SW0012 SW6128 SW6109 . �. -.i:�m �... �r ,� :..ss _F '. .�. �::. �. .� -�%uT - -- - I ��°°� .�i �.,�"'�Cfi� �ax `5� � S �yy= �� ` { O e y �., , . 'r�':�.�v��`�».�`��.��-�a?��i�.�`�: . _. n.�,.� -_ . ��. < �_..,.� . ._-� � � . . . _^- -. � ._. _ �_ ,a 1� _ — � _ -_. ,,._ ,.. . ... .. . . �.. x w_ . .. .:. ..,�... . . x.,,:... � � � . . ._::.— —. -...,. _ � _ . / 6 � � --- _ - : _ � '� c� P8 P9 P10 P11 P12 P13 P14 Q Y � -+--� SAWDUST ECLIPSE DOWN HOME GARRET GRAY DOVETAIL BLACK FOX LUXURIOUS RED ~ a�i � � W6166 SW6081 SW6075 SW7018 SW7020 SW6314 � U � � SW6158 S � U � i- � � � a � � � � � � � � � � � �_ = o � a, � U � Vo 0 � N m Q � P15 AW1 AW2 AW3 AW4 AW5 M1 - CLEAR BAGEL BLACK TOASTY BEIGE BURGUNDY FOREST GREEN TWEED ADMIRAL NAVY ANODIZED SW6114 82008 82012 82016 82002 82010 ALU M I N U M ��1'020/�-1�� -'�.?-�l NOTES: ,�°r �►�-a?O�oZ-D5 -ALL PAINT BY SHERWIN WILLIAMS UNLESS NOTED OTHERWISE. -PAINT COLORS NOT SHOWN ON ELEVATIONS MAY BE USED IN t��,' �_,� ,�.,,<< _ .:.� , MINOR EXTERIOR WALLAREAS WHEN COMPLIMENTARYTO - .��-;:: ._��. . . 1 �3-/� � � � �� '� � � PRIMARY WALL AREAS. � � � -ALL AWNINGS TO BE METAL TO MATCH COLORS BY GLEN _ � ��►�'-�� _ ., � � RAVEN FIRESIST HUV. , . ..��:�:;�;�;pr; .. ._ s u L Q 12/14/12 rn N a _ a w � Np N g � 0 � �z d �_� U J�� N �yy�� J�� VV Ci c�� t0 oa34 L--1 l � W 1� U Z l � v/ -- - - . � .- - -- -• . - - G/��1_ f`i,�'I �./��,� �\\I//�.��/i� �\�1�� ■ ._r�".: '+�.'�,:��'�'+`� °i�`: '��i�i�A'�,�lb.�.i VINEB AND EVERfaREEN FLOU1Ei21NG GROUNDGOVER ENCLOSUi�E SGREEN TRASH �—LARGE SGALE TREES ��N NARROW PLANTING AREA �I:�i.a'.. .'�' `.�t. :r0'�.i I'�. - -e: - �� -.�/ .�.- ' ' _.1., -:�!:�, � ��,, .� ` e., ;:�, ,_ L�-��I,��.� L�%11��'� �-L'��\J, :°d' �� i�: �i'"`�> <%/��; ��j"'�� "�'�� /!�`�� ` � �/�,`�j ��/"��=-�...'` , �.., 1 ..., L J l� J l„� , �a_ � �'yV`I L��J V�J L1��J L`,vJ VV ,;�� ,•_. r�� f p0 � I v� �� vv (/°1 I _ �� v� �.. �'°� � w I \\.,,� �!� �_ -'°rP�J��J°I,./. �Y� ��:i:��'� 1.ti� __ �� - _ i��i�.• . ��or�' ��5��.'- ��`� �'�•�-� w 0 —� _ ��s� .0 ��0'� �fa �i ' � � - . � •� J � ,II :�' t :'' --'�a —1 �� +�+19� ; �� - - _ .. .o i �,, ' o_,, ` ' � � ' �tl� �{� �i0"w"ell� ��i ��%� ��[b11\ \ � �,. ,;w^� i�� I I �°�i .. _ -. . �;o� �;�� ►* � �`�\ �� ,°s�"-`� - - - �� . � ��`' �� ..'��',.� �,�'s , E �:!,:, �s a• �> a �.•, e v-�� 4'�,�,� � �� !� +�.� _ _ �r a.+�, - � ��„i)� � a.+��y, ,�-�ir. 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L �� .:::�` ::: _ : $:,..s. _._�._�.r___. .�w �.. '. ... '�� +:. PYRL9'T�E�.IN-��` , , . . ' T�E Gt?ATES�. . ' FILTRATION PLANTERS AROUND SUILDINCs fTYP) LARGE SGALE TREE5 WITN — 8EE GIVIL DRAWINGS ORNAMENTAL CsRAS5E8 � e�a � �� t ' � '•4�.!' ni�+r�Nl�\�a � �'R�,t��. .L- �j L��1�J � �iC�� ,...--- - - - - r�:�:e;:�:��v:�s�q:o:�r;o�•,�a��+�� iim!D.��'`o0.6:O0?DSi�.��_�S',, .�� BOTANIGAL NAME GOMMON NAME 3PAGING Wl1GOL5/ WATER LSE LAi�E 9GALE SHRllBS: NANDINA DOMESTIGA HEAVENLY BAMBOO 30"O.G. 3/LOW LEPT05PERMUM BGOPAf21UM NEW ZEALAND TEA T�E 4'O.C. 3/LOW OLEA E.'LITTLE OLLIE' DWARF SHRUB OLIVE 4'O.G. 2/LOW PIT705PORllM TENUIFOLIUM PITTOSPORUM 4'O.G. 5/MED MEDIUM TD SMALL SGALE SI-IRIJHS: C��1��i��L L�4NDSG�i=E NOT�S ALL LAND9GAPE AREA SHALL BE WA?ERED WITN A BURIED, AUTOHATIGALL7 GONTROLLED IRRKaATION 978TEM. LOW VOLITIE.MPR NOZZLES AND DRIP IULL BE 1J9ED WHERE APP�PRIATE FOR WATER CONSERVATIOI�I ALL LANDSGAPE Af�AS 9NALL BE COVERED WITI-I A 3" LAYER OF BARK MIJLGH TOP DRE951NCs. ALL TREES BNALL BE AT LEA9T�4•BOk BIZf ANp BE AT LEABT B FEET M NEKaNT. ALL SHRLBS BHALL BE IN9TALLED AT A 5 GAL.81ZE,EXGEPT AGGENT AND CaROIAJDCOVER 9HRlJB9. � m �z rn � m z n � BERBERIS T.'ATROPUf2PUREA' JAPANES£BAi�Ei2Rl" 3'O.G. 3/LOW SCALE: 1��=2��—O�� LACsER9TROEMIA INDIGA SHRUS GRAPE MYRTLE 42"O.G.O.G. 3/LOW LOROf'�TALtJM C.'PLUM DELIGI-IT' PURPLE FRINGE FLOUIER 3'O.G. .5/MED 0 20' ___x4Jla._-__, -,.....�._,80'. . ____� -�,�� y. MISGANTHUS SINEN515'GRAGILLIMUS' SILVEi?GRA55 4'O.C. 5/MED ,�+-' �.�'�-"'"""-�-."'�'�-' /� ///fff PUNICA NANA DWARF POMEGf2ANATE 3'O.G. 3/LOW �� r/��Q�OI� /�i ��'" OI- � RUSSELIA EQl11SETIFORMIS FIRHGf2.4GKER PLANT 3'O.G. 3/LOW + '• . ��+��.�� AGGENT FLANTS � • • • .'. .Y: .. , , 9 . .♦ GALAMACsROSTIS'KARL FOER9TEf2' FEATHER REED GRASS 30"O.G. .5/MED { GA�X TE5TAGEA " ORANGH SEDGE 30"O.G. 5/MED ! - ��%� ,.,. ,. HEMEROGALLIS H78. EVEi?CsREEN DA7LILY ?'O.G. 5/MED '1 , . : ' . . . _. . ..., _. . I-IESPERALOE'SRAfCELIGNT' DWARF RED YUCGA 3'O.G. 3/LOW % � KNIPNOFIA'SHININCs$PEGTOR' TORGI-I LILY 2'O.C. 3/LOW � PHORI'11UM T.SPP, pWA(�NEW ZEALAND FLAX 30"OL. 3/LOW SALVIA Sf'P. {�'...,-,.. e - .___.-..,__�=-�- FLOWERINCs 9AGE 30"O.G. �/LOW �..y;�,�+�'•t..:.` • VINES/ESPALIER � i._,.;,::.'.','.•`r..4 GL7T0570MA GALLI5TEGIDDES LAVENDEf2 TRUMPET VINE PER PLAN .3/LOIU GR�WIA OGGIDENTALIS STAR FLOWER PER PLAN .5/MED Gi20UNDGOVERS: GORREA P.'IVOR7 gELLS' AUSTRALIAN FUGH5IA 3'D.G. 3/LOW ;i � HELIGTOTRIGHON SEMPERVIf2ENS SLUE OAT GRASS 2'D.G. 3/LOW DO SSOClt�1�S, INC. FESTUCA Cs.'813KIYOU BLUE' SLUE FESGUE 2m"O.C. 3/LOW D LIMONIUM PERE211 SEA STATIGE 2'D.C. 3/LOW LANDSCAPE ARCHTTECTS NASELLA TENUISSIAMA MExIGAN FEATHER GRASS 2�O.G. 3 i LOW � �1 Pine Street �� TRAGI-IELOPSPERMUM JASMINOIDES STAR JASMINE 20"O.G. .5/MED �� • �� 'm ��S'a G Martmez. orma Phona 925/372-5306 * �'°""' * `;J F,e►x nsr�'n-s�os sr . , ,�2,� 9TE,OF��Fv' le'�� 3N0�1 HARqTZ AVEMIE JYIIG��7 DJWVILLE,CA 94626 sz�ai� 9ZS-820-5858 FN( Z � � O O ' � U � � . � �� L � Q W O � � U � � � � U �, W\ � .� / y- �, � � Q '�^ � � vJ Q � M � � � U O � N � � � � � � d � i f � � 12/14/12 � N Z � _ a w - F- � N O N m a E 9 � ��N �� a�3r, U Ao C�N 'ti�-�� VV� °c'�A .�$p ��o oaa Q } J m � LU W � U � Z W } LU � � PARKINCs AR�A - LANDSCAP� R�QUIR�M�NTS A9}�G�(JIRED IN TABLE 19.124�40 PARKING LOT AREA � AREA A= 3�°�2 AREA B= 3,45m AREA G• 14,'195 AREA D= 2,834 TOTAL = 24,I11 SF � LANDSGAPE�QUI�D 1�5�)=1,8128 SF LANDSCAPE i'f20vlpEp •4�59 SF TREE REQLIIREMENTS 80 ON SITE PARKII�Ki SPAGE PROVIDED I6 OFF SITE PARKINCs SPACES PROVIDED 96 TOTAL PARKINCs STALLS 1 Tt�E PER 5 STALL9•20 TREES REQUIRED INTERI01?TT�ES"I-24,'36-42 =31 P�RIMETEf2 TREES"2b-38 0 50`� =5 TREES PROvID�D =36 s�ic+� �u�� _. ._. __ .�r-. ' tt.�-�.-..�....�-.�r-...-..�,.,....��..� r.. .-.--�......_ ..*^ � .' .-.. �.... ,. . � ,4Sx}-�o/�-/3, ��/�- � �-.- . . : . .__ . ..��-ad1�-Q.� C . ..:. .:+ � � ! R r S t .. . .. . . : � _ . , _ (.✓.�.r�� f . � � � S �� ,,r; . ... �� .. .._-•------. ...,....�_. "�.. . _. , y:i• � � �' e+.r pa rryl� r/ w.•.+...+►�+1+�+-!�.+� SCALE: 1"=20'-0" 0 2�' 40' 80' BORRECCO/KILIAN & ASSOCIATES, INC. LANDSCAPE ARCHITECTS �N KI�10/� y� �il F121E SiICC� �.oc�`� �JY� � Martinez,California 94553 �m `�� Phona 925/37�5306 * y°"°" * FAX: 925/3'7?�530� ,r, . �� ,,.F� .�. � OF G�If --��,. 301 F�WRTZ AVENUE SUIIE 213 QHNVILLE.CA 94b26 n�-e2a�ss5 �s-a2asese Fnx � � . � > � � � � � Y �� Q � ° � �- U � � � tl) � � � C Q� ' � .� � � � � � l � � � .� � � � a � � � � W UN � a v♦ � 12/14/12 SAICH WAY CROWN h'--- � 20' 20' CURB 8 EXIST � GUTTER PAVEMENT� I 32.5' 7.5 �15' 2/MAX PL IPANERA BREAD 9' 20't � 2°h � LtVtNU EXISTING PROJECT BOUNDARY -- -� PARKING STORM DRAIN PIPE --� �� STORM DRAIN PIPE(EXISTING) --- --- --- - STORM DRAIN MANHOLE ��i STORM DRAIN MANHOLE(EXISTING) Q CURB W�ET � CURB INLET(EXISTING) � GUTTER CATCH BASIN ■ B U I L D I N G 7 B U I L D I N G 6 CATCH BASIN(EXISTING) o q _ .-- - r : B NTS __� _ _ ,,._R.�,�„--�.......n> NTS CURBCUT -I�' .-. - - -- ��-/3 �'c -ao,�-�� ,/�c�� SAICH WAY p� HIGH POINT SPOT ELEVATION x HP ;�'��'� / ///''�� A� t CROWN ( EXISTING LOW POINT SPOT ELEVATION x LP 1 ` r � _ � �n��/�/y� 4 29, � OFFICE FINISHFLOORELEVATION FF � , . . �r .` .. QC \,�/ � �y •� � ` " " � �� "' � � � , �• � 9' 4T 9' 53'3 � PAD ELEVATION PAD 20't 20't 4' S pg i BLDG 3 W � EG FINISH GRADE ELEVATION FG � � 18� 2'MAX EXPOSED �� FLOW LINE FL � EXIST � PARKING 2�/ WOOD WALL �I t � �� PAVEMENT I STALL M� W TOP OF CURB ELEVATION TC � ,; .... -�� _ - _.� 2%MPJ( FF 253.4 �:� ' PERCENT AND DIRECTION OF X% •` ` � � Z��'4°� 4�� 2"Xt2'PRESSURETREATED • ' - ��•�' PANELS WITH 6"X6' SURFACE FLOW DRAINAGE ! � ? CURB& INFILTRATION pRESSURE TREATED POSTS OVERLAND RELEASE PATH ,� ; , GUTTER TRENCH � C B U I LD I N G 3 BIOCELL OVERFLOW PIPE � � W ! - y ` w TOP OF GRATE TG � `- �� NTS EASEMENT ESMT � ..:-�,'-'" '' �- - PUBLIC UTIIITY EASEMENT PUE . . ` I �. � ti�.,"��' ••�`�.*�~-� ... .. '• t SANITARY SEWER SS . ��.r , i-.� I ....... ........ ......... .. ... .. �� I BOTTOM Of WALL BW i � � �� ,�E� TOP OF WALL TW ..: ' � � �� EXISTING GRADE EG ' L � �N SIDEWALK SW �� I �� PARK STRIP PS PANERA �� ...w.-.�.�-.�� _ .._._�....-y,.-- � EXISTING BREA h � OFFICE �I � dOlS _. ;; � i - ,, , T�� "_ _- a � ,: �: ��-�- 3i ��'y, b -2,56.0 x o - _ PI FP �? RETAINING WOOD WALL V'; I ,, m;' ;: � , TVY 256.4 x AC 258.2 x�C 258.3 AC 23�,0 +,,> x AC 257.8 V ■�,AC 257.6 �G 257.4 BW 256 0 " �,z��4 ' EG 256.5 y � � � � �� °Osm ''�� °s� ' BEGIN �: TC 254.4 `{r T 1 �� y i BW 253.7 T 2 3 6 BW 253.4 T 5. EG 253.7 y6 �'D�B .....o. ...... . . .� .OJ.. .....t^.o`�� B,9 Q .. `rB DJ'� ii + T (��y��Xfn .� �► s � Y T END 9�s �J � `c��i , � � v �� A �� TF�ANSFORMER + O.�i w W � �� .T �.0�..��r. ... 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INFILTRATION FS 252.3 TC 251.5 O Q- '•• .: � : V �5 � TC 255.9 0� . �J � FS 2 2 � I �'/� ' m �, c � � + 2flZ� I ?"Sp TC 255.4 AC 255A TC 2542 Q'� . . �► TRENCH 0.3% � I 0.9% � 7 /� .. . �� ;: DAY CARE W 4��I i a o °c� °� P �L254.9 5-_��,°�AC�53.7 �� y"gp �� 1"SD �� L� ; � ; ? � +I s � y 2 TC 2582 \ - �� °�� y �N ��s `'� ?a�: �r � GRADE 2.0°6� FL255.7 .0% - + �,, a± I � e •4,0% � U',o� ' JS BREAK -' ¢ C 2 .9 g�� +� � m � � � �} � I� ,e o� w � "'"'" � � o � '� �� F FS256.8 ejT 3e{p�{�I � 1 TC2�l`.r0� o�`� ci�T �Q�, �i� �q�: cir � I"� T N T `�T I ' ` '•I ' �� T- PIWBFP Z � �p� . +� .�� O°�° NI roI �� .. . �. ��..�� . AC25�.5 � i � � . � �� ./.+ ' �.'' "�i�-+_ �I+ W � ' ,� ��e� �f° �: °r� \,�,� , $ ¢- 'J � � \ �s' °s �� 'C�� p t 't . � "'� 2�\ 4•��5��, TC 2539 ... . �° �r e4 r o� 2e1{' ¢ e n, � h 1 I� N � + I i� aInII 1 . .:. .. P .S? O. ... O { -. .��.Q �OI ' Q �� r 1' T [� m � E ��-i ��I1{ I�� fV! �.. ... • �.�` � f r, BLDG 7 � � ? � E �, n �� '� " I �' o 't ' .� � � �'y f, + �+ o a ELECT ROOM� 9,, f y p. ' o.4 r o °a?�g � �TIn��S oAC 255. \ G�K .-, c i� ''. r �`7�� N,(� g� � �2 EG 253.5 �.F$ 'FF 2��iU i'' °. , -. .gfi� �n �._ ��. ' e'T e� o'J * ... + � .. � . .7� o S 25T.5x ' FIRER�ER * � � � ---� --------------- ---°-�, ---¢�-�-- -J I os I � ��s rrypn � � �� TC 256.2 � �s,�P� �as�� X N �sI I+ �� ,�-r RI�R j .� { � I TG 25 / � + }„� *,� AC 255J TC 254. �jp w� w I I o s ELE OOM`',t � �,� °�� ? �' 257.3� BV�� TG257.4 � $, BLDG 6 _ _ ncz . L- - -` --- �---- - - -- .<..� 2.0% . s _ ;�s 3°� �;--�-------- ----T- �+ ,, m �-°% �°��; o � ,1��e, a�' �0 FF 256.�ns 2.096 TC 256.2� �?. °J �b 1� ._� � =� �_ AC 255,7 sp '0�� s? I ��sJ- Z•0°� I TORM DRAIN INLET(E) *,, + .a INFILTRATION BLDG�5 BLDG 4 BLDG 3 BLDG 2 BLDG 1 I fILTRATION o + TO BE REMOVED � `{ �1Tj 'css 1 �� B + m� * TRENCH ��:+��I �NEH o? � F{[{ \\i . � JJ �? °� �,, p � '�. e . .- �`'SJ . TC 253.8 ��. .:�, FF 254.0 FF 253.4 FF 253.4 FF 252.9 ��F 252.9 .�s�'�s o s�o s ��:r / �`($� /��%p �,}� 9i . tl 4 j 6'(TYp) �J TG 253.3 �� a .� Q\ � � f \!1� Vi`1f� -l^f� .. .....c� p BR +l[I' , . } "r 'i O S °C`!'? I I+ 0� F '.'Cd "' � �..�C� ..YY t�..._ _.,.� °0�:� a o s :..n�'T 8°�° ,.O�' ��`�`i ... + o s� m � *9� 4 � n�s.� 2�`� � � . � `< <9 � .� n: �� ,f .f. .o v� � s � o GAS VALVES Q �... `y a m J STORM DRAIN INLET(E) 2 W , I s ' N uf �+ c 2 N Ys � . TC 254.9 I I .s J`' B�s•r TO BE REMOVED ess"� e�s Q`'s �6 �? 6, � 4� 3��, �;�* f =�"a�'�,� � ' u/AC 254.4 +� a m L �� 2� PROPOSED �� +�ib=- .:r Y t' =si.� .W..L�- '�s,t6s„s� + J I � I s� FS 257.4x .�. � � ° ' �� : � ��2.'' �� __ CROSSWP{L�K .�,s�a �� 2�^�'in o � o �; 4.0% FS 25d:3x BW 253.8 B 25 7 +6� o 01 0 $ o BW 252:T i . °. � 470.9't+ -tw- �� o1s� STRIPIN�,`rm o,,,> J� -_ � -r..�-�.. �, �°i ci /' �i). a . �J ri �J,,-Fs'� �+ �.� � .. e�� . � . ,��`i�- '; ./ ;.¢ . ..�, ? �� ..� . � .ex'? �,�r� �.. ��,,J�� y r .. . .�1JS� ..�, ... .:.�_ . . �. . . /. ,�. .�..� �.. � �s _\�'�` I .�_`T''r �e �' �' ... . . ..... ... . � .. . f " '_"_ N � ------- � $J � 4 TC 253.1 p �� O 9 � � J / 9�s��',r' RAMP .r�J � �a I / � T / J�a TC 254.9 T 2 I� 253.9-LP > TC'd63.�►i '0,0 os .�.� .� c�C 255.4-ER N ( //� `` 4 � - I // , / ' T . � �. �� . . � _ .,� +2 + J + _ I+ +aJ 4.2-HP+1 ' � HANNELIZED +`'s I � *d * o`'s -�-�� °� SAICH AY °�a, g`f 9 L 2 . �-TORM DRAIN INI��(E�- n`� CURB&GUTTER �� g �� ¢?,� �. °��.' c� �-�- - J`� 12'SD - --�-�� -� 12'SD - 4'CURB TO BE REMOVED v e 's - �� - 12"SD 12"SD � � p,p/ 0.5% -� 0.5% 0.3% ��o� 0.6� 0.5% + 2.0° c s� �. �� .��... ............. . . .. ....... ...... ... ......... ...... ....... ..... .. . .... . ... .... ..... ......... .. ....... .. ....... ...... ... ......... ...... . .......... ........ .... ...... ... . .... .... .. . . . . .... ........ ......... ...... .. ...... .......... .. .. . + .... . . . . ' ......... ��.. .. .. ......... ......... TO HERE CATION) � Q� �Jy� Q��Ja U.-' � (APPROXIMATE LO / � m U V RELOCATE EXISTING BUS STOP � 3 � a F a� W 9 a S � °s U 0 � a 41 ......��5�..... ........c��. �� _ 0 10 20 40 1 INCH=20 FEET �� Land Use Entltlements Land Planning Landscape Architecture Clvil Engfneering Utilky Design Land Surveying Stormwater Compllance 1570 Oal4and Road (408)4874200 San Jose,CA 95131 HMHca.com �� (��\Np J.✓ � �> %�y m �N ry No.72155 # * ST P y�,� CIVII .� �CA��Ftl�f I.I. J az � J n' Q � � � U W 00 � � � Z W W � � G` � � r W v OJ c� w` � Z / J � j Z � � J Q M � � O O � M 0 W N 1 12-1d-12 REVISED PER CfTV COMMENTS NO DA7E DESCRPTION � PROJECT NO: 4033.10 CAD DWG FILE: 403310GP.DWG DESIGNED BV: MC oruwN ev: or CHECKED BY: ZEF DATE: OC70BER i0.201I SCALE: AS SHOWN [Ci NMN GRADING AND DRAINAGE PLAN C-1 OF � m a � a 0 � 0 a � � ' PANERA � BREA� I ��s� o,`�5�,I 'y �9r1' } � ' �1 � ♦ +� +� + 2 ��SB �� s� C f� .. � .9i'sa `�.ose e '',o a °s q�s� �,c a '�-��s. � � m �e'J OJ C N . . �'i 1 ........� ......... ........ �..—�� .'y. ,T� ��T �� __: ,� � �,o�s� o s f.�� o o� �"— . , �-�— +� :os� �s� ,�� s o o �`� �`s � +1 ��s � ,s vs•SS - 8`�t .� . . .. ,.. , � . ... ........... ......... ........ ........ ........ . �y . ... / �,o � k 0 � 9 � _ c � `� �.. 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TO BE REMOVED �/ *� . o � � r .�� ' J, ��'r� c?�, �?r p + +� .. +e' °nS? °s� �i �� •� � � �� g � � a ��s,, ' � FF 254.0 FF 253.4 FF 253.4 FF 252.9 o,FF 252.9 �q,� � s;, -s � J ' cJ � p OI � � ��o o.�k�' ��'r .� b eR ,��i s , � ; o.r ��s2 � �+ s F �� I � � � 3� ��, q o s y, � ,�s * +�,, + +.,0 4 �,�,r � -_ �� o. ? °c.�d'v n �� ry� s f�.... c�`� s� `�J' � � � o GAS VALVES � r� s I '°' `� STORM DRAIN INLET E � � I �-- 1 �, 6a� 6v+ tyr: I 4r _ �� e � L ;� �� sW TO BE REMOVED (� �st� e�s. '�,�s� j� s� "��`�� a�s. � . �„ � 1 eo`;.r' �,r _! o�s�eto� s s+ L =- : s� � o�e "�., e ,•�. o ••9 �s,� �°',t '°t•; � �� t• �}'g � _ .�� 7 - �lLj�.�� . _� � � � �� __ __ _._ _ �__ _4 �, __ > �J � 0.9't+_ �e� __ o _ - o o ,� ns��''r. + � + c+ss o 2.5% o o � 4.O�o e a�sv o 0 � '�p� ' . . ,CJ, I 9 _s _— 2z 1, 2 I ' � s-S ��e � �� + J n�0' 't�. d' �„? S 4��l N I N fV ? N C��7' J B ..�'y�.?S. �.. � .. �. � �? . N. ... �� . .. � .. / Y .., .:,BJ ¢ n I� 6`''o`' ...\ � ..... . .a T :: N �. . . 'a.' 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I � a , �rt-�-�-- � , � o , � g F � w 3 a S I � I 0 10 20 40 � 1 � I 1 INCH=20 FEET a `w 9�T+ -rn EXISTING OFFICE LEGEND PROJECTBOUNDARY -- -- STORM DRAIN PIPE ��- �� STORM DRAIN PIPE(EXISTING) --- --- --- - STORM DRAIN MANHOLE �.il STORM DRAIN MANHOLE(EXISTING) � SANITARY SEWER PIPE - � SANITARY SEWER PIPE(EXISTING) - - SANITARY SEWER MANHOLE(EXISTING) O CATCH BASIN ■ CATCH BASIN(EXISTINGi ❑ FINISH FLOOR ELEVATION FF TOP OF CURB ELEVATION TC PERCENT AND DIRECTION OF X% SURFACE FLOW DRA�NAGE ��`020/.7�'' ��j� T11�0?01�'--�I �, . : � . ._D.�"�°I�..-05 ; -� ► � .� � . . :� �_��13 e g . . � � r � .::.� .._, � ' • - - . _ _ .�. ,..�..... ` �. , _ � �_.R� �t.r.www�Y✓w�u...'��.Mw.V..�a.w#�1•4.�..aw<:-.A:i,.•.�_.�..,�.+vs..y�cy�.�Fl�,.^� �� Land Use Entltlements �and Planning Landscape Architecture Clvil Engineering Util'rty Oesign Land Surveying Stormwater Compllance 1570 Oakland Road (408�487-2200 San Jose,CA 95131 HMHca.com ��yy< ��,�� ~ /�y �W m ^� No.72155 � # * NT P y�, CIVI� w2 ��'CA�\Fdr � J a z � J °' Q � � � U W °0 � � � Z W W � � � � W v ~ OJ cn w` � Z / J � j Z � y J Q M � � O O � M O 1.1.1 N � 1 12-1412 REVISED PER CfTY COMMENTS � � NO DAh DESCRNTION I PR0.IECT Np: 4033.10 � CAD DWG FILE: 403370UTP.DWG DESIGNED BV: MC DRAWN BY: DY — CHECI�D BY: ZEF OATE: OCTOBER 10,2072 SCALE: AS SHOWN CCi HMM STORM DRAIN PLAN C-2 � OF a � 0 � 0 0 � � � � S s U W 'o a a N LEGEND PROJECT BOUNDARY -- -- STORM DRAIN PIPE --- SD -�- � STORM DRAIN PIPE(EXISTING) --- XX'S --- - STORM DRAIN MANHOLE �ii STORM DRAIN MANHOLE(EXISTING) QO CURBINLET � CURB WLET(EXISTING) � CATCH BASIN ■ CATCH BASIN(EXISTING) ❑ CURB CUT -��- HIGH POINT SPOT ELEVATION x HP LOW POINT SPOT ELEVATION x LP FINISH FLOOR ELEVATION FF TOP OF CURB ELEVATION TC PERCENT AND DIRECTION OF X% SURFACE FLOW DRAINAGE OVERLAND RELEASE PATH ,� r--� BIO TREATMENT DRAINAGE AREA(SEE ' O ' SIZIN�CALCULATIONS,SHEET G3.1) �� r--� F�OW THROUGH PLANTER DRAINAGE AREA(SEE SIZING CALCULATIONS, ' P , SHEET C-3.i) �� r---� INFI�7RATION TRENCH ' O ' DRAINAGE AREA(SEE SIZING CALCULATIONS,SHEET C-3.2) �� ; EXISTI ' PANEI ' 92s, �: �--•---�. . t • • � . � I•- FLOW THROUGH PLANTER' (SEE DETAIL A.SHEET C-3.1,C-3.2 FOR DETAILS.SEE G3.1 FOR MAINTENANCE INFORMATION) BIOTREATMENT CELL' (SEE DETAIL 8,SHEET C-3.1,G3.2 FOR DETAILS.SEE G3.1 FOR MAINTENANCE INFORMATION) SELF TREATING LANDSCAPE AREA PROPOSED INFILTRATION TRENCH (SEE SHEET G3.2 FOR DETAILS AND MAINTENANCE INFORMATION) w t=:�::::E�.:::::.:�:>::. >��a:��:�.w;L.::M��.:;��;< �;.<r>::<.><::::,.«.r:.,��: s>�::�.�.:�,..>..<;;�:_:�w,:�:>.:.. �.?� :�.:r.�.o,.�•r:,: a.,�....: ;:.�;;:;:�::,,: �Q3��:�S�S^.Q:v�n:E`C:i::i::X: �2:.° �"'''"'�'s;� ,>�'?��<:" .� F`��..';%. ;3�=,�y.�,•,,�,��',`�.¢ys��,`'`.��.''s.�w.'j''x'��.'i3:S� :.�:\.,.5`\�',__M.,•,`Lx::�:o`yf`'.,�,.3:.��< � � w ::�:.. .. 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' ... . • , . /" '�,,r,l 3 � . � � i t � � � {.�f • ' ...._.. ...,._. _....r .__^.... ;. ... , • � 4 i' e :i #2 �...e�..-•...............�..�.�..Y-.,....�...,...............,-.-.f .....,.........,__..._.....�..._.��..w�.�:....<�.,.., .1?=f � � � i ' �� i�' � ;�s �' '' � o� ..�s ;c`�s` � T 5 I �2s� �''sm o �� os �A,3� �� s + o.osm .,, . m . � TC 254.4 � �s� ��s �`� � _N B� m °�� v � T � . - -- . ,.T � �� .�� ... �a :��.. ��s' c�s, oc o �T + *�. . .. � - _ - - .. ?��p� C� �� ,9, � ... n � �s � ..... . .. . ... c n'C9' � f♦� O . �. .`.�n ? 9 � .. o ViF ea . � - � � �. . � dP n'� �� f � � rc zsa., ---rc zes.s '� � �� , , � �I a ' �; _ _ . .��f� � s 92s 'C � FL 257.8 FL 256R °... ° 4.8 I �� , v , s1� g`'aW 2 � . �, � - 12'SD � .� �� '.� ..... . . ....v. .1....... .......�„ti . . .,� ,+. � ss . ... . ,a� . .� . ;e: � . . f.r s °�� I os, js, r¢ .� , . * ::. . � ��s T� � p� �� . , � . .. .- _ f o � � ��. � � I , '. TC 255.9 0�, p�sy ' .�?�' � INFILTRATION � � ��Sp TC 255.4 ,�, AC 255A !3 ," TRENCH S 252.3 9�s� � � �C�*� ` - FL 254.9 , 5.0% �,� � 0.3% � .r� �{ � y.� o o,s k o J'J,�� . TC 2562� � �a`',. ..,;.....�..w-4:c:.... 12'SD .... :��n-wwi..,..�i:,wr:: : 12"SD:+w. �� • J. ... . . w:............. .. . . : .�;.....�... �.��, .. . ...... ... ... .. .:.. . A 6 y, � � ?� a3 J C � �. o . . I � +� t 2 ° � �• a:� •'' FL 255.7 � ��''� c. �_ .: �� ?J. ��j a?5� :?iz?: � h � � 2.�% � �o.� +� 6� �.. �° � . �C � -. � . . �:I e .: � �p e ^ e o , . � �� .a, . Y � . . . .. �- �n3` ��'�. e� . ......OD ....... . v? ... � . . p . o °I'o� � � S �� `L M� `v� `v� `" T 8 , I a ,:� ' ' '� .. \ :. �� . .� �� a.: - . � �. ' �/�+� ��-.�'.. + . .+ I � .J �1 ...... .�.. . ......I. �:��...�� , . \,y. Y'�� nS . Y �\ � i �� 'n�� ; � �°, / p � l.�?ir� � ' _ N r � �� 1 � / o?" .. �,�`'J��, °��5`s � �`'`Py � .. +? n �r ....�� .... . ..�;.�.� ....... ..;.: ��f � � e � .�� .. .. ....�.. v .: � ��$LD�� ? �.s, o °°'r, ° � ' � _ I ' _� I / ' � ? ��%, ^ �i •�� ...... .... \`. TC 253.9 : �'�. � . �a' `' °c r. �e r.I ..I o`�J' I . r.,.� .�.. ...+�2J, �. T3 ° � FF 257.6z �L + FL253.4 + ? ' � � -� �� I��-.T. o�'sy' � �.;' c� 27'. . o, . „�s �si i m . T� n '� � � p z . � � , �s� �� s �^. . _ T� � .I ��° +�.'°�s. BLDG 5 BLDG 4 BLDG 3� ��DG 2 �`�DC�'1 °�s� °s rczs,.s�� °��. � n' $ ,o � o`'s �`£ °• I I+ e �. � ��, , Q BLDG 6 M ��,� � 'as �,I' s,,_ $ FF��4.0 FF 253.4 FF 253.4� ��,,252.9 FF 252.9 z.o� ' l �, , .�,�- s, - . a � - � �� _____�____ __ ___ _ _ �i_ ______ -^-- � . I �,� � . FF 256.5 ir,F��rRa,rioN � *' � j��/) s °nss� � °��j � o�� Tj2�NCH B 253.8 � � + .a�, +`'s I�sd�v��,.r,v'�TION '' " j � s� . 2 � oJ o J TG253.3 � � � ��s� ?� o� 'so TAENCH i / � �a + s +� t7 �� +�2s� �a.r� I+� s �' 1 a / �\ \e`',�,� � n c �$� � o.r� _ '"�s �� o�° " �sT r * o s °'o �, +9' P3 °�4r � �.� s ��, s,� ,,� °,� ,-� $ � � 4r TC 254.9 � I,,I .. .S J 2 A s .� `�r � . ;_ . , � m,r� � I ,� � �,r�, +' "`�?s� J ��.� 3 :. E .�`,�. - . . . �" .;`Q �`3 . i1C 2�.4 ...��SJd��1� BS� . L ` . d��y.J J'4. ..6 J ... .: J+�-...�s� � + ��,aiG��Sd, � '�� .�..�'�j� ... .'��... - '.�.� �. n d S t,`. .��. ....��. ... +,... _-:._-�-^.-.. . ... . .........�'. . ..... .�i':.: '�*��,.�..�.. <tt��;' '� o�se� � 2 (��J' Q r . � . . . .-L . ,r� _ .2 c2fj I �"D'� �. �y^._y�iPf � . .� ...�� . _�I. . '� .SSi��, I /.. I �.$S�X`a? \ � c��jT9�� y .�_9n�s�..... .c�� '� 9 .O��a . :�a � �� ¢ .'6` ¢ n �C . � . ..�. ...A �, ....... i C` � ..�,. .. , ....J j��. ..J �__ .. .. ... . t ... \ . / ��+y, .I... o sJS � ,o .t �/ 9''m a�'s �r° 2 asW a TC 253.1 s TC 252.7 �? F o-- bs3"�� J '�0� TC 2542-LP ('�ay `��''�� '� � I �,� °s I � �� °I �� J � ��s� ' �// OS~TC254.3-+ I + � � /,/ * , /' � + - + + + ±, _� Fl 254.0 .� ? r .� ? + ? �i�, ! ��-e�'d�t-�s�,�- �`'s� °.J�� oos �,r� °o.t� °.rJ �S� � ',cs� �°a � � � � 12'SD � ��'�� / 12`SD � �� e= �� _`� �_� �_ 12'SD � ��_�� _ 12'SD �� s U:5% + S�.�WAY - --- --- --- --- --- --- ---- °`'J^ _ ___ ___ __� ___ ___ �__ _�_ _ _ �__� �� _�� __ , I � I + I . . ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... . .......... ...... .. I � .. ... . . ............... :.��r. . . ......... ... .... . a��J. . .... . . . .. . ..... .... .. .... . .. . .. .............. . . . ♦W� �•B� � 2� 1 INCH=20 FEET � � Land Use Entltlements Land Planning Landscape Archftecture Clvfl Engineering Utilky Design Land Surveying Stormwater Compllance 1570 OaMand Road (408)487-2200 San Jase,CA 95131 HMHca.com �pFFS.4 i� ��,�,�. � � ~ /�y �W �� ^� No.72155 # * �'T P y�,� CIVII. ,w �''CA��FfJc � � Q Z � � a Q � � O � W °° � � � � W W � � ` � W � ~ oJ cn w _ Z > � � � Z � � J Q M � � � � � M O I.I.i N � i 12-741T REVISED PER CfTY COMMENTS � � NO DATE DESCRIVTpN I PRQIECT N0: 4033.10 CAD DWG FlLE: 603310SW.DWG DESIGNED BV: MC DRAWN BY: RL CHECKED BV: ZEF DATE: OC708ER t0,2012 SCALE: AS SHOWN QC HMH STORMWATER MANAGMENT PLAN C-3 OF � N N O O W 0 a � 3 � � � 3 a S 0 3 y U W O a y Blotreatment Cell Malntenance The fo6owing maintenance activkies arW schedule are based on the recommendatbns provided in ihe CalHomla Stortnwaler BMP Handbook-New and Redevelopment. The primary maintenance requirement for 6ioUeatment areas is that of inspectbn and repair or replacemant of the treatment area's components.Generaly,this invoNes nothing more than the routine periodic maintenance that is required of any landuaped area. Plants that are appropriale tor the site,cNmatic,and watering condibons should be selected for use in the biotreatment cell. Appropriately selected plants w81 aid in reducing fertlizer,pesticide,waler,and overall maintenance requiremenls.BbtreaUnent system components should blend over Uma through plant and root growth,organk decompositlon,and the devebpment of a natural soA horizon.These blobg�c and physical processes over 8me wip lengthen the tacBity's Ifle span and reduce the need for extensive malntenance. RouUne maintenance shoul0 indude a Wannual health evaluatbn of the trees and shrubs and subsequent rertwval of any dead or diseased vegetatbn(EPA,1999).Diseased vegetatlon shauld be treated as needed using preventative and low-toxic measures to the extent possible.BMPs have the potenUal to create very attracWe habitats for masquNces and other vectors because of highty organic,otten heaviy vegatated areas mixed with shaqow water.Routlne inspections for areas of standing water witliin ihe BMP and conective measures to restore proper infiltradon rates are necessary to prevent aeating mosqudo and other veaor habitat.In addNbn,bblreatment BMPs are susceptlble lo invasion by aggressive plant species such as cattaHs,which increase the chances oi water standing and subsequent vector produdbn H not routlney mainWined. In order ro malntain the treatment area's appearance It may be necessary to prune and weed.Furthemrore,mulch replacement is suggested when erosfon is evfdent or when the sNa begins to look unattractive. Spedflcapy,the entlre area may require mukh replacemeM every hvo la three years,allhough spot mulchtng mey be suRldent when there are random void areas. Mulch replacement should be done prior to the start of the wet season. Accumulated sedlment and debris removal(especlalty ai the inflow point)wpl nortnally be the primary maintenance functlon.Other potenNal tasks indude replacement of dead vegetatbn,soN pH regulatbn,erosbn repaY at Inflow pohts,mulch replenfshment, undogging the under drein,and repalring overfbw structures.There fs also lhe posslWllty that the catbn exchange capacily of the soits In the cell wNl be significantty reduced ove�tlme.Depending on polutam bads,solls maY need ta be replaced wkhin 5-10 years of constructlon(UD,2000). Biatreatrnent Cell Sizi�g Summary MtinNnum PLante! ` p�anter Surh�ce �.Aai(Drairiifffe A(Y.3�: SlZH SfNh,IC(3 Alf38 prrsa Provrled Rcyubed 3.%�GO sf. 92 s�. t/0�f. 82 3,560 sf 95 s ; 125 t Flaw Through Ftante�Sizing Summnry! . Pt 3,620 sf. 97 s'. 100 sf. P<^ 3,565 sf. 96 sf, t i0 sf. P3 5,tA6 sf. 138 sf t38 sf. :BlOTREATMENT.MAINTENANGESGHEDULE -------—._.._.__�': ----�-- ._._.._.._.__---- -�-� - --�--......---..._..: .. . .. . Activity Schedt[te • Re-mulch vaid areas As needed • Treat�'iseasec!trees and shrubs ; -�-�--...-�----...................��-_......-�---..._......---................................_....;...--�----........_..._.........._..--........--.._.._._........_..--�---��---........_..... • Water..P._lants dai�for.two.weeks...._.._..i.._.........._..__.At pro�ect compietion_..._..................._ ... _ ... .... . . • Enspect soii and repair eroded areas` : Monthly . Remove litter and debris : _- ----..................-.....- ........_...---........._---- ---f-------....__......................._-----�---........_.._.._............._...... • Remove and repiace dead and Twice per year diseased v etatton • Add additional mulch � Once per year • Re tace tree stakes and wire i _�r-r„��'�«,.;::._^�.:--'. � ` � ��'��. �� OG.GJ�iC��I } i .�. : - � , _.,...1!��/'"'�,0�, `�./ � r � � .. ., � # � � . - . � �-�-�� t . _.. � � 1 ., � �i �t` �',�`' ? . . J ._"' "_ _. ....--._.,__..._�+..+ 'r � � - -=--�-- ----_.----__......�..�..:--�•-�.. __,_____..._. NOTES: 1. SEE LANDSCAPE PLANS FOR PLANTING AND IRRIGATION. tO PONDING DEPTH FROM INLET OPENING TO GRADE(MIN.6"DEPTH) O2 IMPERMEABLE LINER(TYPICAL) O3 VEGETATION(SEE LANDSCAPE PLANS) O4 NATIVE GRADE OR CERTIFIED COMPACTED SUBGRADE O5 COBBLE STONE DISSIPATOR ALONG EDGE OF BIORETENTION CELL ADJACENT TO IMPERVIOUS SURFACE O6 IMPERVIOUS SURFACE,SEE PLAN FOR LOCATION AND TYPE O7 COMPACTED AGGREGATE BASE 8O FILTER FABRIC(TYPICAL) Og SANDY LOAM WITH PERCOLATION RATE OF 5"TO 10"PER HOUR(MINIMUM 18" DEPTH). SHALL CONFORM TO THE SAN FRANCISCO BAY MUNICIPAL REGIONAL PERMIT-REQUIRED"MODEL BIORETENTION SOIL MEDIA SPECIFICATION"OR EQUIVALENT. v — — = 10 PEA GRAVEL(MIN.2"DEPTH) 11 I 11 DRAIN ROCK(MIN.12"DEPTH) I I I 12 PERFORATED PVC SUBDRAIN PIPE WITH ATRIUM GRATE CLEANOUT AT EACH END 2 4 12 13 13 OVERFLOW PIPE WITH ATRIUM GRATE 14 CLEANOUT B BIOTREATMENT CELL -TYPICAL �5 1:1 SLOPE SCALE:N.T.S. NOTES: 1. REFER TO SOILS REPORT FOR NATIVE GRADE,COMPACTED SUBGRADE OR COM""'��" AGGREGATE BASE. 2. SEE CALCULATIONS TER PLA� STORMWA DIMENSIONS. O1 OVER FLOW PIPE WITH ATRIUM GRATE O2 PLANT MATERIAL(SEE LANDSCAPE PLANS) O3 COBBLE DISSIPATOR O DOWNSPOUT O5 BUILDING WALL(SEE STRUCTURAL PLANS) O SANDY LOAM WITH PERCOLATION RATE OF 5"TO 10"PER HOUR(MIN.18"DEPTH),SHALL CONFORM TO TEH SAN FRANCISCO BAY MUNICIPAL REGIONAL PERMIT-REQUIRED "MODEL BIORETENTION SOIL MEDIA SPECIFICATION"OR EQUIVALENT O PEA GRAVEL(MIN 2"DEPTH) O DRAIN ROCK(MIN 12"DEPTH) O9 IMPERMEABLE LINER(TYPICAL) 10 NATIVE GRADE OR CERTIFIED COMPACTED SUBGRADE (PER SOIL REPORT) 11 PVC PIPE TO STORM DRAIN 12 PERFORATED PVC SUBDRAIN PIPE 13 LANDSCAPE WALL 14 ADJACENT SIDEWALK(PER LANDSCAPE PLAN) � I � Land Use Entltlemenls Land Planning Landscape Architecture Clvil Engineering Utility Design Land Surveying Stortnwater Compllance 1570 Oaldand Road (408)487-2200 San Jose,CA 95131 HMHca.com PppFESS��y, ��J. ✓w<�Z+ y W ,� m �^� No.72155 �� # �h sr c q�,� CIVI�. wc �F CA��F��` J � Q � W OC OC O J � � � PROJECT NO: A FLOW THROUGH PLANTER-TYPICAL CADDWGFILE: SCALE:N.T.S. oesicNeoer: DRAWN 8V: CHECI�D BV: DATE: SCALE: CCi HMH Q Q` / J � W � W � � w � J Z W � � � M � O N Z Q G V � W � W Z J W � m REVISED PER CfTY COMMENTS DESCRIVTION 4033.10 403310SW.DWG MC xxx ZEF OCTOBER 10.2012 AS SHOWN STORMWATER MANAGMENT PLAN � � C-3.1 �F InflWatlon Trencb Malntanancs t. Ro�ine Malntenanco AetiviUos `fhe principal mairtter�anGe c�jective is to prev�:r�t s�fimerrt buildup arni c�ksyym_y,which reduces potlutant remaval e!iiciency and may!ead to trench Faiture.Rc�tine maintenance activities,and The hequenc.y�t which they will De corxlucted,are shown in Tahte 1. Table 1 � Routins Mairrtenarnx Aotivitiss(or�nfiltra4ion Trenchhess No. Maintsnance Tasic Froquatiey ot Task t Remove oCSieuctioas.dtbris and trasn lrom snt'rt!ratien hkn:h3y,or gs r�eedea after stwm � Uenr,�and dispase d propetfy. ever•ts ' 2 Irrs�trench tc ensure that a drair.s Genveen uortns, Mcnth�y during we.season.at as and w:thin 5 eeya�er rainlan.C�eck obeervatan weN 2-3 reecs�aiter stc�sn events ; days af6er storm to cont'um drainage. 3 Irr�paU fi�er I'a�nc for sedimAM dc�osit>by romoving a A�r.ualiy smaa section ot ihe tap layer. e htonitcr obmsrvatfon xeA.o ao.Rtirm tha!trench has Annua3�y,�uring dry•s►asan drained durirg�iry ssasor•. $ Mow arnf?r.m rogpt�?inn xntind t'e�3 tmnch tcy mainfain z As nenr.r3ci �at a�d ordeYy appearnnce. Ei Remcws arry!racti.9raaa:iippings a!d othxdaatia from 1s re»e�:erf.....__._..._.�.,_i tt�treneh perrur�ettsr and tlis^,oae of Froperh. e 7 Chack for etos:on st intbvt at ovetflow s;ructurrs. As needed 8 Carfi:m th�t�p s�f aGservatiem we31 is saair.d. A!euexy inapsctic�rt ! 4 IRS¢BGS iMiktf�id(1 iNM:h u8ir7g t�B 9C3CACtl i�SpeCttOn MGM,Et�f,OP 3fiCf I8f�8 SIOCft?axnts. <�eck��. ::nc3 after:esrrwv:si ct.eccumu4ated c!ebris or rrurtei�! 11. Prohibilians 7r�es and athev!arge vegetatian shaii be prevar�ted:'ram grawing adjacent to the tranch to prevan;dan�age. Iniptratlon Treneh Slzing Caleulatbna(par C.3 mathodology) The infiltration trench sizing cakulations per volume hydraulic design method contained in Provisbn C.3 0(the NPDES Pennit(the volume of annual runaff required to achleve 80%or mora capture, determined in accordance with the methodology set forth in Appendix D of the Cali/omia Sromrwaler Best Management Prectices Handbook.(1993J,using Iocai rainfaA data�. Assumpfions: Percent impervious=f00% Mean annual precipitalion=16.7 in. Rain gage precipitafion=13.7 in. Rain gage coireclion factor=1.22 So�7 type=Clay Loam(D) Average slope=1 Y Unit basin storage=.58 in. Drolnage Area T7(17.241 R2) S�ep f Determine drainage area lor tlie BMP Tolal Drainage Area to BMP �,�24,RZ Step 2 Oetermi�re percent impervio�sness ot the drainage area _'t00% Slep 3 Determirre Mean Annual Preapifafion =78.7 in. Step 4 Identily rain gage Gosest to the site San Jose AirpoA MAPgage a 13.7 in. Step 5 Determirre rain gege correction factor �16.7 In./73.9 In. =1.2 Step 6 (denti(y representative sal fype for drainege area Clay Loam(D) Step 7 Detemrine average sbpe for the diainage area =1% S1ep 8 Oetemrne unit basin storage Irom sizing c�nres(%imperviousness vs.soil type-San Jose Airport Rain Gage) _.58 in. Step 9 Size the BMP.BMP volume=rain gaga correcfion/adorx unit besin storage wlume x drainage erea =1.2 x.58 In.x 17.24t ft2 x(1 fU12 In.) =1,000 ft3 Step 10 Determine Minimum rrench Depth(D),assuming 0.4 gravel void spaca o'M/(�)X(WI �(1,000 ft3)/(235 ft)x(3.0 R) �1,000 ft3/705 R2 a 1.42 R =17/n. D�17 in.x 2.5(assume 40%gravel roid space vdume) =42.5 in. Proposed Treneh Oimensions-235'L x 3'W,min.daptl�below overflow■125" � 0 3 0 0 Fg 8 W 3 a `a s � U W � ai Vl i Drainage Area 2(5,230 ft2) Step 1 Determine drainage area/or the BMP Total Droinage Area to BMP �5.230 tt2 Step 2 Deteimine peicent imperviousness ol the drainage area �t00% Step 3 Determine Mean Annual Precipitatlon =18.7 in. Step 4 Identily rein gage Gasest fo the site San Jose Airport MAPgage=13.9 in. Sfep 5 Determine rain gage correction lactor .16.7 In./13.9 h. =1.20 Step 6 Identi/y represenfative soil type loi drainage area Clay Loam(D) Step 7 Datemrine a�eiage slopa(or the drainage area =1% Step 8 Determine unit basin stoiage from sizing curves(%imperviousness vs.soil type-San Jose Airport Rain Gage) _.58 in. Sfep 9 Size the BMP-BMP volume=rein gage conection factor x unit basin sforage volume x drainage area =1.2 x.58 In.x 5.230 ft2 x(t R/t 2 in.) =303 ft3 Sfep 10 Delem�ine Minimum Trench Dapfh(D),assuming 0.4 gravel void space o=M/(�1xM'1 _(30.3!f3)/(56 ft)x(3.0 RJ =303 R3/168 ft2 =1.80 R =22 in. D=22 in.x 2.5(assume 40%gravel roid space vdume) =55 in. Proposed Treneh Dimensions-5B'L x 3'W,min.depth be/ow overAOw�55" Dralnage Area 3(5,129 ft2) Step 1 Determrne dremage area for the BMP 7ota1 Drefnage Area to BMP =5,329 R2 Sfep 2 Detemiine percent imperviousness of fhe dreinaga area �,00� Stap 3 Datermine Mean Annual Precipi�etion =16.71n. Step 4 Identily rain gage cJosest to the sile San Jose Afrport MAPgage=13.9 in. Step 5 Determine rain gage cwrection/acta =16.7 in./13.9 in. =1.20 Step 6 Identi/y representative sal type for drainage a�ea Clay Loam(D) Step 7 Data�mine averege slope for the drainege area =1% Step 8 Determine unit basin storage hom sizing cunres(%imperviousness vs.sal type-Sen Jose Airyort Rain Gage) _.58 In. S(ep 9 Size the BMP-8MP volume s rain gage carection fador x unR basin staage vdume x drsinege erea a 1.2 x.58 In.x 5.329 ft2 x(t N/12 In.) �309 R3 Step t 0 Determine Minimum Trench Depth(D),assuming 0.4 gravel void space �=M/(�)xf� _(309 R3)/(85 R)x(3.0 R) =309 ft3/255 R2 =1.21 R �14.5 in. D=14.5 in.x 2.5(assume 40Yo gravel void space wlume) =36.3 in. Proposed Tnnch Dlm�ns7ona•303'L r J'W,min.dspfh bNow overMow�3&3" NOTES: 1. SEE CALCULATIONS ON STORMWATER PLANS FOR DIMENSIONS _-_ _ ..r __..-- --•----- .--- . _. ,,, . . • ' � _ r' .��.-� =�O�a-/�, �_�O/�� R r �/I � � ' ' � 1 ... . _ ; ,� �i• , , _ e .__..._,�._--- _ � i � __r ` � : . � .. ,- ./-_�-�� .. • � � � .... 1 i � `.}si�,'`.t.,. • ._.. .. .._ _. ,_. .__.._<...,_........ •,. _. , .. .'� • C E Y' � � � .�z:•-'s�--��,.'�? `,,'-_z�::.�._.r.�........zh.-_......_.....�..........•.,�.«......�....�.....w. -.. ._. C INFILTRATION TRENCH WITH INTERLOCKING PAVER STONES SCALE:1"=1'-0" 1O CONCRETE BAND 2O INTERLOCKING PAVER STONE O3 SAND LEVELING BED(t-112"DEEP) O4 GEOTEXTILE FILTER FABRIC O5 ADJACENT AC PAVING 6O IMPERVIOUS LINER O7 12"PERFORATED PVC PIPE WITH 1% SLOPE OS CLASS 1 UNIFORM GRADED AGGREGATE BASE O9 NATIVE GRADE 10 SEE TRENCH SIZING CALCULATIONS FOR oEPrH �� Land Use Entftlements land Planning Landscape Architecture Clvll EnglneeAn9 Utility Design Land Surveying Stormwater Compllance 1570 OalAand Road (408)487-2200 San Jose,CA 95131 HMHca.com P�� \Np J.J��L� �w �,7n ^� No.72155 �+ * * S� T y�,� CIVII wi �CA��Fdr J � � � � � , • �' � Q Z J a � � O O m V Y � W Z W W � � � W v J cn w W Z � � W` J r � � W M � � O � � N REVISED PER CRV GOMMENTS DESCRW710N PROJECT NO: 4033.10 CAD DWG FlLE: 403310SW.DWG DESIGNED BV: MC DRAWN BV: X%X CHECI�D BY: ZEF DATE: OCTOBER10.207Y SCALE: AS SHONM CQ HMH STORMWATER MANAGMENT PLAN C-3.2 OF � `� 0 � � 8 W � � a n � i� I ( I 1 ILINE OF SIGHT � � � � ; � � 1 . ... . . ... ... I ` I � _ I 1 I'� f I � .. ... .... ..... Ir.r � I ... ... I ` I��. ' ........ . ..... ... j I I 1 i ( ; � .. ..... . 1 I�� ' . .❑ ... ... 1 1 � I � ' � � � I I � i 1 I I I � r ; � � � � ,� I �, W 1 , U � 2 � �! I 1 PANERA i EXISTING � ' BREA i OFFICE F- ,x i � I ` � � ( 1 500.9't I , - - - - I ° � ' �' � � I j 1 � _� • ::: :. — 0 � EXISTING Iw � t 4 i � – � DAY CARE I � � �¢ - .�--- � � � �� j'� �� I Z , W > � BLDG 7 TR � �" , , �,.: \) I FF 257.6 � �� – R ' �' I I � / � _ BLDG 6 � I I lE T R FF 256.5 I i ( � 9 BLDG 5 BLDG 4 BLDG 3 BIDG 2 BIDG 1 � FF 254.0 FF 253.4 FF 253.4 FF 252.9 FF 252.9 � � � 4;; ( � � I I ; � I I I : ��.r . .� .� .. . �., .. . . � I ! ��. . ��p. ...�.. .. . .. . . A... t .:... —��.... '�' ��.;:. :�.: . . I ¢ � _� # 8 � I O �. 2' q L�� SAICH WAY �� ' DRIVER SET BACK=33' z �� 1' "�.�::'�:` TIN D ('' 0'TAPE ��STING DW—+ 00'TRANSITIO I ' EXISTING US STOP TO BE RELOCATED ' ` I ': I : �-�? EDGE OF TRAVELWAY I EXISTING RETAIL PARKING LOT I ' I ' I I � � I I � I XISTING BUS STOP I � ' � � � n4-SK�-��t�-l3, r�-aaa-�t ` � . . � � .r �r��GP-��••�V/ ra �u , „ y e . ; , � ° . � : ._ 1-�-1.3 � : � � i ' i-� � � � � . . _... ..._� ' i � . � ... .. 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