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PC Summary 09-13-2011 City of Cupertino , 10300 Torre Avenue Cupertino, CA 95014 (408) 777-3251 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: September 14, 2011 Subj: REPORT OF PLANNING COMMISSION DECISIONS MADE September 13, 2011 Chapter 19.32 of the Cupertino Municipal code provides for appeal of decisions made by the Planning Commission 1. A�plication EXC-2011-09 (EA-2011-09), Jonathan Fales (McCamish residence), 22362 Regnart Rd Hillside Exception to allow an approximately 1,266 square foot addition to an existing single family residence on a prominent ridgeline Action The Planning Commission approved the application on a 5-0 vote. Enclosures: Planning Commission Report September 13, 2011 Planning Commission Resolution (s) 6656 Approved Plan Set g:planning/I'ost Hearing/summary to cc091311 OFFICE OF COMMUNITY DEVELOPMENT ' � � CITY HALL 10300 TORRE AVENUE • CUPERTTNO, CA 95014-3255 C U P E RT 1 N O �`�8� �-3308 • FAX (408) 777-3333 • planning@cupertino.org PLANNING COMMISSION STAFF REPORT Agenda Item No. 2 Agenda Date: September 13, 2011 Application: EXC-2011-09, EA-2011-10 � Applicant: Jonathan Fales, Via Builders Property Owner: Mark and Barbara McCamish Property Location: 22362 Regnart Road (APN 366-45-014) APPLICATION SUMMARY: Residential Hillside Exception to allow an approximately 1,266 square foot one-story addition to an existing one-story, single-family residence located on a prominent ridgeiine in the RHS-120 (Residential Hillside, m;n;mum 120,000 s� zoning district. RECOMMENDATION: Staff recommends that the Planning Commission: 1. Adopt the Mitigated Negative Declaration (EA-2011-010) as recoznmended by the Environmental Review Committee at its meeting of September 1, 2011 (See Attachment 5); and 2. Approve the Residential Hillside Exception (EXC-2011-09) in accordance with the Model Resolution (See Attachment 1). PROJECT DATA: Pro'ect Feature Existin /Pro osed Ordinance Allowance Lot Size (sq. ft.) 141,354 Min.120,000 Residential Buildin Square Foota e(sq. ft.) Existin Residence 1,964 - New Residential Addition 1,163 - New Gara e and Sho Addition 699 - Existin Gara e to be removed 596 to be removed Existin Shed 360 - Total Existin and Pro osed 4,186 6,500 Building Setbacks (feet) 1St Floor Pro osed Front 163 10 Pro osed Sides 47 west, 95 east 10 Rear 345 20 Building Height (feet) 16 30 Gradin Quanti (cubic yard) 35 2,500 Parking (space) 4 4 21 Jonathan Fales (Via Builders) EXC-2011-09 September 13, 2011 BACKGROUND: On December 13, 2005, a hillside exception was approved on the subject property to allow the construction of a new 6,500 square foot, two-level residence on a prominent ridgeline and on slopes greater than 30%. However, the residence was not constructed, and the entitlement expired in December 2007. In June of 2011, Jonathan Fales representing the property owners, Mark and Barbara McCamish, submitted an application requesting a new hillside exception to allow a net 1,266 square foot one-story addition to an existing residence. The project also includes the removal of an existing 596 square foot garage area and the removal of 491 square feet of existing carport/front porch area that is not counted in the square footage. The subject property is located at the terminus of Regnart Road and is accessed by a private road to the northeast continuing from the terminus to serve this home and an adjacent home to the southwest. The site is surrounded by single-family residences in the RHS zoning district to the north and south, open space area to the northwest, and steep hillsides to the east and west. There is also an existing 18-foot wide private road that runs through the property to provide emergency service access to this site and the surrounding properties. The new proposed addition will be located on the existing flat pad area (less than 30% slope) of the property. A hillside exception is required given that the property is located on a prominent ridgeline (See Attachment '� as defined by the City's Residential Hillside (RHS) Zoning Ordinance (Section 19.40.050I). DISCUSSION: Prominent Ridgeline The proposed addition will be located on the southern and eastern portion of the existing residence. Beyond this area are the steep hillsides, which are east and west-facing hillsides. The applicant has submitted a visibility analysis (See Attachment 2), including photographs from six view points along the valley floor. The photographs indicate that the addition will not be visible from the valley floor. Therefore, the proposed one-story addition will not create visibility impacts along the prominent ridgeline. Tree Removal and Landscaping The proposed addition will entail the removal of only one non-specimen 8-inch loquat tree that is planted within a landscape area adjacent to the existing garage and covered porch along the southern elevation of the existing residence. This tree is not subject to the City's tree removal application requirements and may be removed. The proposed new landscaping around the project residence is minimal (under 2,500 square feet) and will not trigger the City's water efficiency landscaping requirements. The proposed plans indicate pockets of new landscaping will be added along the southern and eastern sides of the property, and that the majority of the existing landscaping around the residence will remain. The property owners will be required to submit a landscape checklist to confirm final landscaping details prior to building permit issuance. Design Considerations The design of the proposed addition will be consistent with the existing residence in terms of building form, color and material. The front of the residence will be highlighted by a new porch entry along the southern elevation of the residence. The proposed building colors are muted earth tones with low light reflectance values (< 60 LRV) consistent with RHS design standards. 22 Jonathan Fales (Via Builders) EXC-2011-09 September 13, 2011 Geological Reviezo A supplemental geotechnical report (See Attachment 3) was prepared by GeoForensics, Inc. (dated May 16, 2011). The report concludes that the flat development area of the addition is not considered within the zone potentially subject to seismically induced landslide based upon new maps published by the State of Califomia. Given that the building codes have changed to require new seismic design factors for construction, the project will be required to comply with the new 2010 building code to min;mi�e potential seismic damage. The City's Geotechnical Consultant, Cotton Shires and Associates, Inc., reviewed the supplemental geotechnical report (See Attachment 4) and recommends the project approval with conditions that have been incorporated into the resolution (please see Attachment 1, Conditions 2a and 2b). Septic System The property owners intend to continue to use the existing septic system for their sewer needs. The Santa Clara County Department of Environmental Health will require the septic system be upgraded to current code. This has been added as a condition of approval for the project. NeiglTbor Comments Staff has received an email from the Regnart Ridge Homeowners Association (HOA) (See Attachment 6) stating that their architectural review committee, as well as other members of the HOA, is supportive of this project. Mitigated Negatiz�e Declaration On September 1, 2011, the Environmental Review Con�uttee reviewed the project (See Attachment 5) and recommended that the Plannulg Commission adopt a Mitigated Negative Declaration. The Mitigated Negative Declaration includes mitigation measures relating to geology as recommended by the applicant's and the City's geologists. These measures have also been added as conditions of approval to the project. Prepared by: Aki Honda Snelling, AICP, Senior Planner Reviewed by Approved by /s/ Gary Chao /s/ Aarti Shrivastava Gary Chao Aarti Shrivastava City Planner Community Development Director ATTACHMENTS: Attachment 1: Draft resolution EXC-2011-09 Attachment 2: Visibility Analysis consisting of photographs from the valley floor Attachment 3: GeoForensics, Inc. geotechnical report dated May 16, 2011 Attachment 4: Cotton Shires and Associates, Inc. geotechnical peer review report dated July 20, 2011 Attachment 5: Initial Study, Mitigated Negative Declaration Attachment 6: Regnart Ridge Homeowners Association email supporting the project Attachment 7: Prominent Ridgeline Map highlighted area in pink Attachment 8: Plan Set G � Planning � PDREPORT \ 2011excreports � EXC-2011-09. doc 23 EXC-2011-09 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. 6656 OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO APPROVING A HILLSIDE EXCEPTION TO ALLOW THE CONSTRUCTION OF A 1,266 SQUARE FOOT, ONE-STORY ADDITION TO AN EXISTING ONE-STORY RESIDENCE ON A PROMINENT RIDGELINE LOCATED AT 22362 REGNART ROAD SECTION I: PROTECT DESCRIPTION Application No.: EXC-2011-09 (EA-2011-10) Applicant: Jonathan Fales, Via Builders Property Owner: Mark and Barbara McCamish Location: 22362 Regnart Road, APN: 366-45-014 SECTION II: FINDINGS FOR EXCEPTION WHEREAS, the Planning Commission of the City of Cupertino received an application for a Hillside Exception, as described on Section I of this Resolution; and WHEREAS, the Environmental Review Committee (ERC) has recommended adoption of a Mitigated Negative Declaration at its meeting of September 1, 2011; and WHEREAS, the necessary notices have been given in accordance with the Procedural Ordinance of the City of Cupertino, and the P1aruling Commission has held one or more Public Hearings on this matter; and WHEREAS, the applicant has met the burden of proof required to support this application, and has satisfied the following requirements: 1. The proposed development will neither be injurious to property or improvements in the area nor be detrimental to the public health and safety. 2. The proposed development will not create a hazardous condition for pedestrian or vehicular traffic. 3. The proposed development has legal access to public streets and public services are available to serve the development. 4. The proposed development requires an exception, which involves the least modification of, or deviation from, the development regulations prescribed in this chapter necessary to accomplish a reasonable use of the parcel. 5. All alternative locations for development on the parcel have been considered and have been found to create greater environmental impacts than the location of the proposed development. 6. The proposed development does not consist of structures on or near known geological or environmental hazards that have been determined by expert testimony to be unsafe or hazardous to structures or persons residing therein. 7. The proposed development includes grading and drainage plans that will ensure that erosion and scarring of the hillsides caused by necessary construction of the housing site and improvements will be minimized. 8. The proposed development consists of structures incorporating designs, colors, materials, and outdoor lighting which blend with the natural hillside environment and which are Resolution No. 6656 EXC-2011-09 September 13, 2011 designed in such a manner as to reduce the effective visible mass, including building height, as much as possible without creating other negative environmental impacts. 9. The proposed development does not consist of structures which would disrupt the natural silhouette of ridgelines as viewed from established vantage points on the valley floors. 10. The proposed development is located on the parcel as far as possible from public open space preserves or parks (if visible therefrom), riparian corridors, and�ildlife habitats unless such location will create other, more negative environmental impacts. 11. The proposed development is otherwise consistent with the City's General Plan and with the purposes of Chapter 19.40, Residential Hillside (RHS) Zones, of the Cupertino Municipal Code, as described in Section 19.40.010. NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of the initial study, Environmental Review Committee recommendation, maps, facts, exhibits, testimony and other evidence submitted in this matter, the Commission finds that the project with mitigations incorporated will not have a significant environmental impact and adopts a mitigated negative declaration (file no. EA-2011-10), and application no. EXC-2011-09 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 EXC-2011-09, as set forth in the Minutes of the Planning Commission Meeting of September 13, 2011, and are incorporated by reference herein. SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS Approval is based on the plan set titled: "Addition & Remodel form Mark and Barbara McCamish, 22362 Regnart Road, Cupertino, CA 95014;' dated August 12, 2011 consisting of 15 pages labeled A1 and A1.5 through A15, except as may be amended by the conditions contained in this resolution. 2. GEOTECHNICAL REVIEW Prior to building permit approval, the applicant shall comply with the recommendations outlined in the updated geotechnical report prepared by GeoForensics, Inc. dated May 16, 2011, and in the Cotton Shires & Associates, Inc. Geologic Peer Review Letter dated July 20, 2011, pertaining to the proposed development, including the following: a. Geotechnical Plan Review - The applicant's geotechnical consultant should review and approve all geotechnical aspects of the project building plans (i.e., site preparation and grading, site drainage improvements and design parameters for foundations) to ensure that their recommendations have been properly incorporated. The results of the plan review should be summarized by the geotechnical consultant in a letter and submitted to the City Engineer along with other documentation for building permit plan check. b. Geotechnical Construction Inspections - The geotechnical consultant should inspect, test (as needed) and approve all geotechnical aspects of the project construction. The inspections should include, but not necessarily be limited to: site preparation and grading, site surface and subsurface drainage improvements, and excavations for foundations and retaining walls prior to the placement of steel and concrete. Resolution No. 6656 EXC-2011-09 September 13, 2011 The results of these inspections and the as-built conditions of the project should be described by the geotechnical consultant in a letter and submitted to the City Engineer for review prior to final (granting of occupancy) project approval. 3. CONSTRUCTION MANAGEMENT PLAN The applicant shall provide with the building permit plan set, a construction management plan that provides the following information details: • A recitation of the City's standards for noise control and construction hours • A site plan illustrating the locations for construction equipment and materials, porta- potties, construction/ security office trailer (if any) and worker parking. • Location of signage for name and telephone number of complaint coordinator. 4. CONSTRUCTION NOISE/HOURS OF OPERATION Construction on the property shall comply with the City's Community Noise Ordinance (Chapter 10.48 of the Cupertino Municipal Code) for requirements pertaining to construction noise and hours of operation. 5. SEPTIC SYSTEM Prior to final occupancy, the applicant/property owner shall be required to comply with the requirements of the Santa Clara County Department of Environmental Health for use of a septic system to serve the property, including requirements to upgrade the septic system to current Santa Clara County code requirements. 6. COLORS The building colors of the residence shall comply with RHS design standards in that they are muted vegetative or earth tones with low light reflectance values (< 60 LRV). 7. ACCURACY OF THE 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, and any relevant easements and/ or construction records. Any misrepresentation of any property data may invalidate this approval and may require additional review. 8. LANDSCAPE CHECKLIST Prior to issuance of building permits, the applicant shall submit a Landscape Checklist in accordance with the City's Landscape Ordinance (Chapter 14.15 of the Cupertino Municipal Code). Should any new landscaping on site exceed 2,500 square feet, the applicant shall be required to comply with the requirements of the City's Landscape Ordinance. 9. 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. 6656 EXC-2011-09 September 13, 2011 SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT 10. STREET WIDENING Public street widening and dedications shall be provided in accordance with City Standards and specifications and as required by the City Engineer. 11. CURB AND GUTTER IMPROVEMENTS Curbs and gutters, sidewalks and related structures shall be installed in accordance with grades and standards as specified by the City Engineer. 12. 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 maxixnum height permitted by the zone in which the site is located. 13. 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. 14. 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 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. 15. UNDERGROUND UTILITIES The 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. The 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. 16. 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 ($2,468.00 or 5%) b. Grading Permit: $ Per current fee schedule ($2,217.00 or 5%) Resolution No. 6656 EXC-2011-09 September 13, 2011 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. 17. TRANSFORMERS Electrical transformers, telephone vaults and similar above ground equipment enclosures shall be screened with fencing and landscaping or located underground such that said equipment is not visible from public street areas. The transformer shall not be located in the front or side building setback area. 18. 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. 19. 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. 20. 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. Resolution No. 6656 EXC-2011-09 September 13, 2011 All storm water management plans are required to obtain certification from a City approved third party reviewer. 21. EROSION CONTROL PLAN The developer 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. 22. 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. 23. OPERATIONS & MAINTENANCE AGREEMENT The 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. 24. TRAFFIC SIGNS Traffic control signs shall be placed at locations specified by the City. 25. 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. 26. REFUSE TRUCK ACCESS The developer must obtain clearance from the Environmental Programs Manager in regards to refuse truck access for the proposed development. 27. 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. 28. FIRE PROTECTION Fire sprinklers shall be installed in any new construction to the approval of the City. 29. 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. 30. FIRE HYDRANT Fire hydrants shall be located as required by the City and Santa Clara County Fire Department as needed. 31. SAN TOSE WATER COMPANY CLEARANCE Provide San Jose Water Company approval before issuance of a building permit. 32. DEDICATION OF WATERLINES The developer shall dedicate to the City all waterlines and appurtenances installed to City Standards and shall reach an agreement with San Jose Water Company for water service to the subject development. Resolution No. 6656 EXC-2011-09 September 13, 2011 33. SANITARY DISTRICT A letter of clearance for the project shall be obtained from the Cupertino Sanitary District prior to issuance of building permits. 34. 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. 35. STREAMSIDE PERMIT Prior to issuance of a building permit, the developer shall provide plans and information that satisfies the requirements of the Stream Side Permit as set forth by the Santa Clara Valley Water Resources Protection Collaborative. These items include, but are not limited to, topographic survey, specific measures to protect streams and/or waterbodies from water quality impacts, coordination with all interested jurisdictional agencies, etc. PASSED AND ADOPTED this 13� day of September 2011, at a Regular Meeting of the Planning Commission of the City of Cupertino by the following roll call vote: AYES: COMMISSIONERS: Chair Lee, Vice Chair Miller, Brophy, Brownley, Sun NOES: COMMISSIONERS: none ABSTAIN: COMMISSIONERS: none ABSENT: COMMISSIONERS: none ATTEST: APPROVED: / s/ Aki Honda-Snelling / s/ Winnie Lee Aki Honda-Snelling Winnie Lee, Chair Senior Planner Planning Commission G: � Planning � PDREPORT� RES � EXG2011-09res.doc ADDITIDN R & EMODEL f or MARK & BARBARA McCAMIS H 223�2 R�GNART ROA� GU P� --- TI I�O, CA_ ��0�4 AUGUST 12, 201� PROJECT INFORMATION ASSESSCR NUMBER ......................................................................................................................366-45-014 ZC RHS OCC 'JPANCY GROUP ................................................................................................................................................. R3, U 1 CONSTRUCTION ..................................................................................................................................................... V-N LOT SIZE ............................................................................................................................ 1 41 .354 SQ. FT. (3.245 AC) OWNER ................................................................................................................................ MARK & BARBARA McCAMISH 22362 REGNART ROAD CUPERTINO, CA. 95014 DESIGNED 3c BUILT BY ............................................................................................... . Vle Bulldsn, IIIC. �eoo n cemmo es� sa. 2w �A �Ol. �6 ��-�� lic. 717805 � ' � 850-948- 077 t FLOOR AREA/COVERAGE CALCULATIONS EXISTING S�. FT�G. �BASED �N OUTSICE CIM'S.) (E) RESIDENCE ......................................................................... 1.96a.34 SQ. �T. (E) GARAGE ................................................................................. 595.62 S�. �'. EXISTING TOTAL RESIDENCE SQ. FOOTAGE .........................................2.559.96 SQ. �T. (E) FRCNT PORCH ................................................................... '.20.57 SQ. 7. (E) CARPCRT ............................................................................. 370.87 SQ. �f. (E) SHEC .................................................................................... 360.24 SQ. FT. EXISTING TOTAL MISC. STRUCTURES 5�. FOOTAGE ................................. 851.68 SQ. F"T. EXISTING TOTAL COVERAGE ................................. 3,41 1.6a SQ. rT. NEW SQ. FT'G. (BASED ON OUTSIDE DIM'S.) (E) RESIDENCE ......................................................................... 1,964.34 S�. �f. (N) RESIDENCE ADDITICN ........................................................1, 62.82 SQ. FT. (N) GARAGc ANC SHOP ADDITION .......................................... 698.64 SQ. FT. NEW TOTAL �ESICENCE S�. FOOTAGE ................................................3,825.80 SQ. �. (N) FRONT oCRCH .................................... 101.70 SQ. FT. (E) SHED ......................................................................................360.24 S0. FT. ��EW TOTAL MISC. STRUCTURES Sw. FOOTAGE .................................. 360.24 SQ. FT. NEW TOTAL COVERAGE ................................. a, t 86.oa sQ. FT. 3,411.64 SQ. FT. 4,186.04 SQ. FT. TOTAL ADDITION TO EXISTING STRUCTURE 774.40 SQ. FT. INDEX OF DRAWINGS A1 ...........................................................................................GENERAL NOTES AND ABBREVIATIONS A1.S ...........................................................................................CONSTRUCTION BEST MANAGEMENT PRACTICES A2 ........................................................................................... CONSTRUCTION NOTES A PLOT PI.AN Aa ........................................................................................... EXISTING SIT� DEMOLITION PLAN AS ........................................................................................... EXISTING FLOOR EMOLITION PLAN A EXISTING ELtVATION VIEWS A EXISTING RCOF PLAN A8 ........................................................................................... NEW SITE �I.AN A NEW �LOOR PLAN A' 0 ........................................................................................... NEW � LEVATION VIEWS A' 1 ........................................................................................... NEW �OOF PLAN A12 ........................................................................................... SECTICNS AND DETAILS A� 3 ........................................................................................... SECTICNS A1a ........................................................................................... NEW UTILITY °i�4N C" ......Later .............................. �tPTIC SYSTE�1 REVISION PLA� ............................................ TZq Later ..................... .„,,,iITLE 24 ENERGY DOCUMENTATION AND NCTES . ......................................... 51...... ..............................................FOUNDATION PLAN . ............................ SZ Later .,, ROOF F�AMING PLAN ..................................................................... .. SD-1 THRU SD-7......Later .,,,STRUCTURAL NOTES AND DEfAILS . ............................................ VICINITY MAP FLOOR AREA R,4T10 (FAR): EXISTING ........................................................................2,559.96 SF / 1 41 .354 SF '_OT = 1.81 � NEW ................................................................................. 3,825.80 SF / 1 41 ,354 SF �OT = 2.71 � COVERAGE: EXISTING .....................................................�--�--.............. 3,41 '.64 SF / 1 41 .354 SF LOT = 2.41 � NEW ................................................................................. 4, 1 86.04 S�,,/ 1 4 � .,__..�..,:,._�».....,...,...,�.:�,..--�.-. � � a ... _-....�.....>..--., f � � � � � � ���� j �' - �l �� Y t . . . . _ ��s�-s?a�:�r.m'�rt • ? . . _ ,��6'.�f$�.D��+�Yr �iI r F o � I P �� r, - I $1GSt a � ' +.. e ` ` ' r`�" ,.._. - ' i : �Slld: ��1i3211LC'� $ � � � 'i � � � SITE GENERAL NOTES 1. WHEREEVER THE TERM 'CONTRACTOR" CR 'GENERAL CONTRACTOR'IS JSED THE SAME SHAL_ APP�Y TO THE SUBCONTRCTOR WHERE AP°LICAB�E. 2. ALL WCRK SHALL CONFORM TO THE LATEST EDITION QF THE CBC AND WHE�E APPLICABLE, A�L FERDERAL, STATE AND LOCAL IAWS, CODES, ORCINANCES, REGULATICNS. RE�UIREMENTS. RU�ES AND AUTHORIZE DIRECTIVES CF THE BUILJING DEPARTMENT OFFICIAL. 3. WHERE IT IS DETERMINED THAT THESE DRAW�NGS ARE IN ERROR R IS THE CONTRACTOR"S �ESPONSIBILITY TC TAKE THE CORRECTIVE ACTION TO ASSURE THAT ALL WORK CCNFORMS TO NOTE No. 2. 4. PRIOR TO 81DDING, ORDERING OF MATERIALS OR COMMENCEMENT OF CCNSTRUCTION THE CONTRACTOR SHA�L VISIT THE �ITE AND CONFIRM THAT THE EXISTING CONFORMS TO THESE DRAWINGS. 5. PRIOR TO 81DDING, ORDERING OF MATERIALS OR COMMENCEMENT CF CONSTRUCTION THE CONTRACTOR SHALL VISIT WITH THE OWNER AND FURNISH THE NECESSARY SAMPLES AND/OR CATALOGES WHERE APP'_ICABLE. 6. PRIOR TO BIDDING, ORDERWG OF MATERIALS OR COMMENCEMENT CF CCNSTRUCTION THE CONTRACTOR SHALL VERIFY THE CONTRACTCR'S INTERPREI'ATICN OF THESE P�,ANS WITH THE OWNER. AL'� DISCRE?ANCIES WILL 8E CLARIFIED BY THE CWNER. 7. IT IS THE CONTRACTOR'S RES?ONSI6IUTY TC AP�LY FOR, REC�IVE AND 'AY �OR ALL VECESSARY PERMITS. 8. IT IS THE CONTRACTOR"5 �ES?ONSIBIUTY TO VERIFY AL_ DIMEN�IONS PRIOR TO CONSTRUCTION AND RESCLVE ANY DISCREPANCIES. FIELD DIMENSIONS SHALL BE USED FOR AL� PHASES OF CONSTRUCTION TO ASS�'RE AL'_ NEW CONSTRUCTION ^ONFORMS TO AND MATCHES UP TC ACTUAL JOB CONDITIONS. THE CCNTRACTOR SHALL NCT CHANGc OR REVISE THE CONCEPT OF THESE PLANS WITHOUT THE WRITTEN AP�ROVA� OF THE OWNER. 9. IT IS THE GE�ER.4L CONTRACTCR'S RESPONSIBILI71' TO ASSURE JOB SAFETY. LOCAL, STATE AND FcDERAL, INCLUDING OSHA LAWS AND RU�ES SHAL_ 9E ENFORCED BY THE GENERAL CCNTRACTOR aT ALL TIMES. 10. ALL CONSTRUCTION SHAL_ CONFORM TO PRCVISIONS OF THE CALIFORNIA BUILDING CO�E, LATEST EDITION. 11. ELECTRICAL SHALL CONFORM TO °RQVISIONS OF THE CA�IFORNIA ELECTRICAL CODE. LATEST EDITION. 12. MECHANICAL SHA�L CONFORM TO PROVISIONS OF THE CAUFORNIA MECHANICAL CODE, LATEST EDITION. 13. PLUMBING SHALL CONFORM TO PROVISIONS CF THE CALIFORNIA PL'JMBING COCE. LATEST EDITICN. 14. ALL WORK SHALL CONFORM TO PROVISIONS OF THE CAUFORNIA ENERGY CODE, IATEST EDITION. ? 5. ALL REBAR, ANCHOR BOLTS, HOLDOWN BOLTS, AND UFER ARE TO BE IN PLACE AT TIME OF �OUNDATION INSPECTION. ABBREVIATIONS AA ATTIC ACCESS FAB �ABRICATE °AV'T PAVEMENT AB ANCHOR 90LT FOC �ACE OF CURB °ERF PERFORATED A�T ALTERNATE FAM FAMILY °ERP PERPENDICUTAR BDRM BEDROOM FDT"N FOUNDATION � PROPERTY LINE 8LD'G/BLDG BUI�DING =F FINISHED F�OOR PLY/PLYWD PLYWCCD BM Bt,4M =1X'� �fXED aSF POUNDS PER SOUARE FOOT BOT/90TT BOTTOM FND FOUND OR FOUNDATION P51 POUNDS PER S�UARE INCH 8S�/B.S.L. BUILDING SEfBACK LINE FS/F.S. FAR SIDE ?T PRESSURE TREATED CA CRAWL ACCE55 rIN �INISH PTDF PRESSURE TREATE� DOUGLAS fiR CAB CABINET �/G FINISHED GRADE (R) REMOVE � CENTERLINE �LR �LOOR REC RECOMENOATION CLG/CEILG CEILING =.F. =1NISHED FLOOR �EFRIG REFRIGERATOR CLR CLEAR �/P =1RE?L4CE �EINF REINFORCE CMU CONCREfE MASONRY UNIT ^TG =00TING �EINF'G REINFORCI�G COL COLUMN GALV GALVANIZE REQ'D REQUIRED CONC CONCRETE GALV'D GALVANIZED (RL) RELOCATE CONN CONNECTICN GFI GROUND FAULT INTERRUPTION �M ROCM CONT CONTINUE. CONTINUOUS GLB GLUE LAMINATED BEAM 4WD RECWOOD CNTR CONTRACTOR GYP GYPSUM (RM) REMODEL CSMT CASEMENT HB HOSE BIBB SEC�'SECT SECTICN CTR CENTER HD HOLDOwN SCH SCHEDULE CY CUBIC YARD HDR HEADER SD SMOKE DETECTOR d PENNY Hi HIGH SH SINGLE HUNG DB DOOR BELL HCRZ HORIZONTA� SIM SIMILAR DBL DOUBLE HR HANDRAIL SLDR SLIDER DET DETAi� HT HEIGHT S/L SKYLIGHT DF DOUGLAS �R-LARCH (NORTH) IMP IMPROVE�IENT SPEC SPECIFICATION OH DOUBL= HUNG INFO INFORMATION TIL� CERAMIC TILE DIN DINNING JST JOIST T/ TOP CF DN DOWN INT INTERIOR T/C TOP OF CCvCREfE DS DOWNSPOUT LDSP LANDSCAPE TYP T(PICAL DWG DRAWING UV '�IVING JBC UNIfORM BUILDING CODE DWY DRIVEWAY MAX MAXIMUM UN UNLESS NOTED D/W OISHWASHER MFR +AANUFACTURER 'JNO UNIESS NOTED OTHERWISE (E) EXISTING MIN MINIMUM UON UNLESS OTHERWISE NOTEJ FA EACH MIR �AIRROR VERT VERTICAL E/G EXISTING GRACE NS/N.S. VEAR SIDE WD WOCD EN EDGE NAI�ING (N) NEw W/H WATE�HEATER EO EQUAL N.I.C. �OT IN CONTRACT WP WEATHE�PROOF EX/EXIST'G EXISTING v.T.S. VOT TO SCA�E � PCUND OR NUMBER EXT EXTERIOR OC/O.C. ON CENTER OPN'G OPENING Sheet A1 of 15 In ttw Santa Clara Vailsy, storm dral�s fic�w di�r tio our Iocal cresks, ana on b san F� Ba,►, witn no �,ene. Stam wabsr potluticn Is a serious problem for Wi1�NM9 dOp911dAflt 011 OUI' 1A►a�9M►dys 811d � the psople who Ilve nsar pollubed strsams or baylaflds. � " II�Y1119f1� O� �O�I Si1li 19dUC6! �U1�011 i�fll�. This shset summarizes the °Best Mar�ement Practices" (BMPs) br stortn waber pollutlon ORDINANCE OF THE CtTY OF CUPERTINO FOR NONPOINT SOURCE POLLUTION � WATERCOURSE PROTECTION: Chapber 9.18 l.1s.W0 Dbeh�r� M�b fM sborm dwln prohbil�d R is unla�rful fo d�ha�+pa, or ceuse, alow, or panrr't tio �� It1m afl�l te0f�11 �I Of f1�J18� OtJtlEt Of d�eimei al vwsbs, indudirp but not reatricbed M. �ew�epe, IN1 ifldUif!'�8� VN98bBS� p9�ObUli1 prOdU�7t8� CO� 1iY Or 8fl�f IbflJd6 �tJbS�8fIC9 �f1� flOr� �1e mY�UlBdlJ�9 d( �6s 1f�OfT1 C08I 01' Pe4'oleum. d�errdcals. dderyents, solve�, Peh�ts, oorrteminaEed or chlorinated swimming Pool water. �6tiC�6, flef�t ifld flf�. 9.18.0l0 Vlol�tlon �Y P�� ��� �Y P�� d this chspEer is QUI�f df 8 fl'1lt�11A�10r 81'1d Up0(1 OOr1V�011 �1e190f Sf18A be punished as pravided in ChapEer 1.12 of this code �.'19.100 C1.1A� psrnlLy fOr 1l�O�itlOfl /�1Y �(5011 Wh0 V1018M5 8flS/ p10Vi610�1 Of 1hIE Cf18pEsf a�Y P��� d�Y P�� ��sd puauerrt tio lhis chap�er s1�eM be dWy lieble io ths Gtily in a aum nd b �d �IfE 811101f1�'S p10�Vld6d 10r fl raOV�lffYlllllt CiO� Sadfon 54740 and/or 54740.5 I�+P ��.� P� �l PK �oanon�. Tr,e cxy �r r�eon tna su� court purauant b Goremrnent Cods Section 54740 to impose. 8iS9is �td 1�8COV� 6tJCf1 SUf11s. TF1@ CIVY �fl91!)/ p1+01Aded �1 1�5 69C�0�1 �5 CU1ilU�8tiVA 8r1d 110t BXC�U6�/e. 8f1d E�18N �E h ad�tion b all other rernedbs available fio the aly under �� F�EISI �9M18f1d �OC� OI�IBflOeb. F!/1d� � � �11�Ifeftt /�4AOOIR��. � � � � 9.19.101 CIvN p�ralty for INldt �Nscharp�s Any Peraon who dlscharges pollutsr�, In violation uf Ws d�apbx, by the we of iN�dt cax,ecUons ehe�� bs c�vi�y �B � �t19 � 111 i 8llRI �fCR ti0 YXC�b 111Y�1�-}�V'� tf�a�nd dollos pK d�y p�r vlolatlon ior each day In �����«.������ .S!lpEflOf COlJ� plXStl� � l'aOMe1iM119�k riO�b S�i0f1 54740 �o Impoas, assess and reoov� a�x� aums. The a�il Pen��► p�ovlded In fh� aectlon Is cumulativs and nat exc�uaive, and ahap be in additlon b aN othsr romediee available �o the C�y under Stsbe ar�d Federal taw and local a� or�oes. Funds cdlec.•ted purauant to this sec�flon shall be peid bo Citys Enviro�rner�l Stom� ManaBernerrt 14�OCOt�. Cup�rtfno Bulldln� D�pt: soa»> Ppblle Works D�pt: aos - nr -�764 sanb Ctan Cou�tr tt.�reu�9 HouM.: •��-i7a-t414 �rrr.ndre�wsb.ora rww.ncrel�stuff.eom 8mallBusin�s• Hazardous W�st�: N�-39l-7�0� Cup�rllno Sanitary 8�w�� Dlstr sos S�nta Cla�a Valby U�bas Runo(f Pollutlon Pnv�ntion Prpm t��-7l4-24�2 Stab Offle• of Em�r��ney S�rvle�s 1-i00-i62-TS60 (24 hn) R�DOrt spllls to 81 1 APPROVED BY: � u �:�c.� �. , RALPFi QUALLS, JR. RCE 22046 9-3- 5 DATE DIRBCPOR OF PUBLIC WORKS General Construction and Site Supervision Storm Draln Pollution Trom C0111tfUC�011 ACtiVItIq Co�6ueYon a� a� oammoo soup� d stionn wMe► poNUtlon. Y�leei�b and wrlss tlrt blow « wMh YNO. M�m dwln, p��►. a ses�t hM. ��at Ynp�t on loeal eas�ks and IM Bfp. �►s. oonu.obo., or,�a.u�vbo., own.r or apMlor W��. yoo m�Y M n�pe�Nbb 1br any ��vlro�rn�nd d�up� a��r�d by yoar � or �raplo��. Qarnal P/InCfpNs O Kerv ai onNehr Nr and «was pooa ha�Nwpiq Dwcras �n u�sd. o wr�.ar�a«r po�,. a cw.r m.wrw. wf� ni.y.ro na In w.. O Ica�p n�sordN aw�y tYom �h, abm� draMf� and draY�ap� dmnnelr. O Eraun dwt oomrol vne�r do��n't INw s11� or d�ta�p� 10 Morm dnYr. Advane� P1ap�bp To Pr�wn! Petl�be O ser.ad� pxav.tlon.M �radrq.eww� 1nr dry �wMMr p�lod� To nduC� soi an�bn, P� �P�Y �� a pl�e� otlwr aoNon aaitraM bdae rain bphx. Uss 1h� Eroslon end Seaih�R ConErd ANnod� �v�bb fiom tlN 0 Rplond W�Er �uiy ConYW 8wrd. �• roienrwy. O Cawol tM rnount o1 iunoA aw�p yar Nes (rP�� ��D �q b1r u�Yq �ens ar ��7 a P�k �aYyp� dlol� b A�rtw�Yrbwaasq t� tls. R�wt � n�iolf v�belNs M oonMnwilnp 1Mnponry dwck d�rM or b�nns rNwn �PP�P��• 0 Traln yar �ploy�w and wbeontraebn. Ths ck�r can provids b�oefw�ss about tl�e�s IwM for you L� dNtrbuls 6D wrlaws �t your corntruefon NOo. In/onn your wbooeEnclors about UI� /bDflnvwbr I�qUi�IMflb alld tl1�Y' ow► �r�Ms. UM 9M�prik Ior a CAMn eq, a oo� brt �t Pa,'tl�e� p�id� ad�Eb at oir B�irq D�pf. oanbr. Painting and Application of Solvents and Adhesives Oood. _. �kMpNrq PncQc�s 0 u..bw. on..n. or n»... �..wo o.ran�. r.n+a. nMwiw. ■w iw,tln..a�lpnrn� �.,,�. a..�.�....�.a �...� ..�.,,,� .r..m. a.� �, �.�. � R n�ow�ry. Wk� myor �epYrs dl a�. o ru r�..«k aF.r. r.e�r�o a�t ww�e. �� ��d appnp�b s�rE�os�. Or 0 lCwp n�MrhN au! d IM ndn - prwerk nrqlf oonfiNn�tion at tl,..a,rea cov...�o..d pb. d wl or cantrudfon mtM�Yb wNh plMfie al�tlrp or wmpo�ry ioo4. Bdon k�►s. ��p and nmow �n�lrlds iom ilrf�as 11� bati b alona dtaYis, aMks, adrriNs. a u..r v.�� ar.�o..e.�.r.o... w.o. t.n an� �d �cninp naphcws wud uw i� m mY�� IINr. 0 CINn up INIv. d�lps and olMr �Pr ��Y �O MIly d0 �IO� OO��Trl�l! � 0f 9NplMId1N�M�f Of IM� r�Nd�r an p�v�d suA�o��. UM drY d�iP m�tlwd� wf�iwrw poaibl�. R you mu�t �ws w�br, uM lu�t �na+7h Eo kMp 1M dwt down. O cwwaea.iw�na�p�ap�o��..p�lrs u�dr mds aaoNrwMi lrps a PWUe al+�g ��au�d am�nd 11M ourid� af ri� dunptl�r. Nsrsr ri�n out a dunPMv bY ho�Yq � down m M oaMhuctlon M�. O Pl�a pahbN toMb awsy hom abrrn �akn. Maks wn PoA�bl� eoIMY a� in pood workYq ordN. Checlt fi�quenit�r for Iwlo. M�rla/s/M�i�sb Nandllnp O Pnetle� se�re� R�aKuon - mriN�. wa�.AMn you a�r m�InWt. Eai�MY or�fi/p. O Pow�eN �sw�s �aMMb. wh�vr poubY, wd� aa oaia�l�, a�plrR waP eiM�l. �a1�As, dqMws. alwed v�psl�on. D�VR. +oak �nd vshlels m��a m�herld� wch as uNd dl, anYhNS. bMl�fN. and Mtis: 71�LQ�l��.� inr pfAo. O obyo� ot tl.rwew prop�ely. hlwn�w tlat ermat b� neyrLd mu�t b� hlc�n fo an approprl�0� wd� or arpo.w a.. hvandoi. wrr. Nw.r O�ry �r� n�1�Y ar Ir� lhrn fp fN �Yrt ar mr a aeet a aY�n bsd. P�nn�r O In addltlon m loal pr�dinp and bu1AY+9 P��, f� rdl nsstl ro obrin aovawps u�der U�s Staby G«,aN ccma„a�o� Adlvll� sbm,w.eer wrmlc a ra,► oorwu„man w.�. a.s.e.a .�.. �oen. a sen� or mon. Inlamatlon on ris OensM Pamk c�n b� abWrMd �om ths Rpbnd W�Yer QudNr Canbd Bo�d. (ThY arsl� w� ehrp� b an� ao� a�dMr.?�03.) Landscaping, Gardening, and Pool Maintenance LandacapinyGaidsn YNM�►anc� O tYos M�d md�ids bY sbrY�O Uwn w1d�r tMps °r No�x�d PYWb �h�tl�p, O sew.a.N qrblrp and � pq�y durin� dry w�NMr. O UM tempoevy eMek dnn� or dMehM to dlwrt runoR �y fi+om t0ortn dr�ln�. 0 Probet sEonn dnles wllh pndbtp�, pravN- ���b�W� �lnw wttl�, or othe► wdlm�rrt 0 R�npdMb� k en �k tam of eiwloe eo�ba ior amr .II.. O E�oi. Pe�lkld�s. ferl�s. ana olher ah�mfals Mdooes or In � shed a fhorp� c�binaf. 0 ua �tkldw sw�oh� axordlny to in�ons on ths Iab�L RInM smpty ��rs, and u�e rirnwr�ESr as Wodud Dhpo�� af rtwd. «nplY eon�itan h tlr �..n. oi.no.. a �..a o..u�;ee... Ina�do�» r�ls. O In Cua«tlno. nNd«�b Wih dubsids ieeyaliq an coMret I�wn. pard�n Md U� MmmYq� In yardnra�a bolwt. YardwMb wip b� coq�cbd eed aomporbd by tM cllyt contrac�on. R�sidsnb n �ncouny�d to compwt rMawa.e. wr.a. n,«nphr... o. fak• ri�dwa�b b a I��WHII whars it wiN b� oompo�4�d. O t�niap� m�traeeo� �hw�ld tait� cippi�p� and pnlnN�o Mr�1s to a W�dl�l tlrt �o�po�b p�nd w� (BFYa Nswby hUnd end Lnker Rd. I�nd111 as 1hs r�ssq. 0 Do not blow or nb I�rN IMo tl1� tbwt Storm Draln Pollutlon trom Landsap�p and 8wlmmin� Pool Yainbnanc� N�fr �.na.e.v+�w �m.. s�o» so�..w k�en.n ti,. i�M�,00d tl�t..rth ana Q.rd.n d�amiaN vMr �un oR k�b tM storm dahs dui+0 inip.non or wh«, a nm.. swMw�n�iq poo� r.�a. oona�:�ina aWo�in. ana eoaa.r�b...a.b+.cia...ha,a r»v�b. dbclwp�d b�brm dtain. Thw chMnialt aie loode b ap��e fa PooUF+ou�ln/Sp� YaMtw�Mn DraletMY P�+ � sW+ YVhen ICs tlm� m dnln a pool, sp�, a touMain, pINN b� tun b pN th� Cup�rtlno S�nllary DhUfct D�for� you �rt for fuAfar puid�nw on Ilow rN� rs�trlctlons� b�cklbw prowntlon. and hendNnp sp�elsl elanMq w� (sueh u aeld w�h). Dbch�rY� fows slqWd b� laptb Y» Idr N� t�k�y PoNbN �aqh a yrd�n Iw�s- HiplNr lbir �fMs m�y b� prolMbi�d by loal � 0 Mwr�r dMchr� pool or sp� rabr b a stn�t or sbonn dr�M: dboAary� bo a s�nk�ry s�ww eM��out 0 It po��bb. wf»n emP�Yn9 � D� a �W. � ehlotlM dNstp�t� for � few d�ys and Msn ncycWnus� w�W by dMnlno It pndwllp arb a Y�e�o� an�. O Do eot w� oop�e�bwd aqMeld�s. Co�Yol ilp�s wrih chlo�a ar atl�w i1nalN�s. sueh �t todWm banid�. Flft�r CHn1610 ❑ Nw�r alwn � 11k� tn 1M strMt w nar a stona ddn. RY�w c�rtridps and dl�tam�e�out wth }Ipws onb a d4t �rs�, �nd �p�d� flp�r n�Ww i�o �oi DYpo�s of sp«k dl�omaow�M wth n tM p�rb�ps. 0 N 1M� b �o w�Yb dIR ar�. a1 Cup�tl�a S�nIE�ry fa imtrudlo�a on d�dwyYq fMMr b�dcw�tl� ar r�waler �o tM ar+ihry swrK. Earth-Moving Activities S�onri D�al� Pollutlon fl'qll E81'�1�OV�fl9 JACt�N�@S 3oi scs�on and �ad�q apwarorr baen f�ps snau�b d soi twt ar� 11row ar 61ow iMo Mam �akM wflen fl�fld�d ir�plCpny. Sadm�ds In nrlC� m dop aam �ais, rnalher aqu�tic Ka ard de�troY habiElb in cretl�r and tt�s B�y. eRsclMs 111 eno�ion co�ol pr�.t(oes roduoe ttie amoi+d d nrdf ��� �� � '.0 � . 110MI1M�f1 Cf1�CIC de1M1� Or Prac�e�s Dvip Cans6urllbn o �e�,o�s aea.�r+c �.�e�o�+ «+,► wr,«� �b�oY+INy n�os�Mry Pl�nt ��poe�y wp�110n fbr �eu�lon eo116o1 on elOpss or wllsrs oonaruClian la nOt imrtied�MlY P��� 0 ProrCt doMnMloP� drai�up� cau�s�, �NI�. a11d ffDfnl d�lli wil�1 YY��IIIes� or Esrnpcxary dralnps swa1M. Uas cdf�Ck datns or �d� b irwt nwdf a�ord �muvatlona Ibfar b tlM Reoorrl Mlhler Qui�/ Cantrol Bor�ds E�oeta► ar�d SeAnert Cor�bol Fif�ld A�Is/Miai fbr pOper aO�iOn a11d sedNnaflt ConUol ft1�Y111M. 0 C01/�f �60CI�NM 8fld eotC8tl9Eed 80i YYIlfi a�a�sd t� a P�wtlC aFfsatin9. �� - I — �� � J The property owner and the contractor share ultimate responsibility for the activities that occur on a construc#ion site. You may be held responsible for any environmental damage caused by your subcontractors or employees. �►► i � ��'� $bD1ff1 �fl PCQt�lOf11E�0111 Pi�, $O�tlr11�i. ifld �fY�Vis A1 P�M�. sW�wib. ard tl�lv�s oonYdn d�niaY tlrt � hrrt�� b M/�b in bal ��Na, 3�n Fia�d�ao By. �nd tl+s Pdk OowL Tadc dwNci ewy aonrtan Iqdd a rold v�dr a �om d�rip �rs a� ap� PaYrt wi1rY �d w�M�S dr�M� sd d�Y� A�ids �hail b� nqd�d whw� pa�Y, ad�pond a �o�yb �ti...�.w. ro�.o�.�, iib �lam 8�i�r ad rlwoousw. rw�argar�rpro�,�. O IfMV rt �id a� woa� ana �bs .w�r+�. ri � ar..R �a.�. 6�Ina Ali�6p dw�iP 0 N.r.ra..n enwlw ar �r�.. p.rit aakaY�� p�EO a �hMf, y�r1�r. �OOnn de�Y�, Fnneh �� a eMk. 0 FoI rw1�F�d p�lllb, p�Yt aut hllnllr �o tl» sAr�l poW�M, rb Ar� i�o r� t�ld� drik daln hl yor b tlr �nihqr Nw�. 0 FaraLiwdp.i�,p�rdat6ndwt�tr r�t �a�EY ad ds� w� ti��rv d�f. Fir ad �� tiYnrs ad dwiY, �rlw� Po�� a�� da� fquld� and iwldr s I�mis �rh. 0 w1w� M�ao�Y�r dry. wnPh Piit c�r. uwd lxuhw. rs0�. a�d �ap dotlr m�r bs �powd d w �bp. P�l Rr111oYal v ������ ������a wwpt �q Q aa/sdd In plrlla diao do�� �nd d�poM� dstrd� o c� n+�e..bnr�o �...d d�. a�d du�t 1km �rYr 0��. a P�� oaMdNro M�4 �ry or tr�buqd tln mirt bs �poud d n Irardoir w�Mea l.wd 6wd P�Yt �ioNl �i� a �IrsasllMd aantador. O vNrn �blppt�p a dwip b�� �rlw� �111�►pw�n Ml�h►, IIIo�Jt �Iwm d�Ya ObitwArrraiba dR w� aM pd� iro aaL Q; drdc � Qp�w SrMrY OUYIQb �rd a! /yau ran npp a v�oun h wrl�r �d ipo� d Il In a�iEry �wr�� 8npiqdfrwrfr�hrm�r b. �r�.d O vMd�..u.�m a•rr.a �w� aa�ln�ord bdon 1l7i an auM�Y'e li� ananOt d LwA, srMi If p�Yrt dip as nd Piswit Blf�7n 1N� b�pY� M�IPD�'�0 DiR a ds�+o vA•ta7e adldnp.ariu. wrh welr �� � P��0. �t y�id i� `d by Id�q pit a�pirsb a bd Y6wIQX (8� Ydow Pps iar a ril�o�/�d �ya o rrwrim..p.r�eant,.era�q,orre,. v.r�ee..e. oe.rir.+� i..a. aoac.� A�aYa Ctrdc � Cyis��o 8�NIaY OYrict tio tlr wiNrY �w�wr, «f you�m�uk � i� afib 17f d�poW a� Ilm�do�� wY�. p�� �0� /�11 � �1�� 0 OYpoMd u�rr�d �9�d P�t �R dw�Y. �� ad rl�i�p A�i� a� hedo�w �M� (d fr 9�r BuYws Fl�mrdoir YMrb Pipre �P7900). O or ad.n a«pplr. (t)nop.ra ans d p�Yd m�y b� abM b b� iaYn�d. Ctiedc w�h 1h� vsido► �0�'�Y �'�+Y'��' P�Y-) 0 Da�Y emw� pi�t {d 2�7300 b do�rba) Roadw�ork and Paving OrnralBrdr�sPnctla�r O Dsuaiop and Ylplmiert �nw�l ��,���� O 9��d�is.c�aum a�d Qa�p wodc �,rip �►w�tlr. a a,.dcto�anan�►wrrw.y��...� 0 P�rtesyor�q�¢�lwpi�at dN4rled a�s h yot� r11iMr�r� yYrd MA1el� CIB9r11Q tal�ier. Avefd pllbflnig pi#tn�rt�apia atm�on a� O vN�an �MYiiq avMri v�YdMs�x�* rroYrenras mu�t bs dons rn aNs, dMigrtils. �oanon aw.y fYan �lom� a�ar,..�a ae.b. Q DO 11ot 11M d��l dl b YIIMk� pt�p11M11t Psb ar de�n �qWpnwt a ��,a.v.aa�.m�e�d�.aWc � MIIrMIIt p0��, Of �OMd PGprly (rw�u�.ydwrlCmn iQ it d �qdnp ���? �AC7� I�IIIOYiI � Awdd aeeYnp sc�eN du�tvk�en b�eddnp rptrlt QCCfr9!!R O/lir bwi�o � dd pMws� bs.,s b �� a� eh�r� ad pi�e�a �Iros saa biola�� pw�rt�tdOM not oenM fn oOrkaQ M�I I�� Q 11/� 0 vMrn m�ldnp rrrar, w a� ICMvrrrs s powbl�. Shord aw�am �t aLsry and ron� fi+or11 Uls aib. Caer ur polet* slurtn dlah Yd�Es �rinp t�ra�ltlr� 9weeP �P. and R�b �� � rl rs�idi�. ❑ 9wsap� nwrw Ipw down aNwls b clean yr *sJaddR UraM�tawr�p�rarv�cuan til� � f� d/141�/1� 4Q tl �111 �*L Stom�l Drnln PONuIIOn �10f�1 �O�dWOr1C r+o.d c�:g, .ua�t�, � �� �,ow� ��ti������ �C/+�d RnMfd�b ailr rortn diaia 6�a pl�nip Y n�i�d b ekMS and dipaas d rt�rYY PR�b � 9� ��t PaMNan d ebrm diar+e, aeeb, and ths ey. �q �� 0 wiaM p.r� ai aw aoiq i�.wt �rr, arrdien a�n Yfo��c�t, bp�swtt fYrh rt�1�Y tam aor�fp s1om��Yr ni1dR a ca..,ea.w c.ed� �wr».�a �.�oa. vMien applyMlp �I aaR M+rY �l bp w1, a�YrirnrlrYa 0 �orctd.rrww.y.biu.iro..ro+a�., efld bnp�, or e�lv cmhd� b dvert ar trep atd t�et nrrlL O I�.rn.an nsrsw tom.pa«� a��� oo��Qalniada�r� Yro aMakarabm�diain (.bNrtad �xycl� a d�p0�s b d't i1R o cw..wa�.. �.�.�. �.+a, e�., �,a otllRmflM'UCtlC11 ftIWIW 1A�tl1 P��PL RO`Ct 11olt1 f�� !Rd p1eYllk Nfoff vY�t lemporary fooll or PIaNi� �f�lt ard Curr�s 0 Pak pwiiip nrdY�w o� dAp pm� a ab�orbst m�ir (�� rq, dC) b aldl dr�s vdr� rot h ua a a..� �.�.p.. a�e �w. urw �dr�r Ill�ti� (1A�1 �dr RW� i� nps), a dp uR wnw� sd P�b d�1v� aaonm�rn.rasai. 0 Calsd and �.yd� ar approprield�r �s d sose� a6farM gerd Q nnd. 7� D Araw o�pNc�llan by w�ir huc�. ror a,R aaWo�. C4NSTRUCTION BEST MANAGEMENT PRACTlCES Fresh Concrete and Mortar Application Stiorm Drain Pollutlon fi+om Froah Concrebe and Mortar Appllcatlons Fresh aonas0e and oernern-relabd rtwrlars 1�111fi{h � �ODS. �S, O�ld�luf�ES il� Y'� b�1 afld � YQ11WC e�w�ormerk Diepoip olNess mab�als � U1S liDrtlF f��ld Q OOBks Cifl b10fJC slonn drains, ceuees seriais poblert�s, and is ProF+biEed by Iaw. �fl�/�/ B//�/lAii P/lC�C6f 0 YYrh a�taonaW mhws a�r Y� dwfpnaied �w�Aat aiw� in 1� I�. �1I �o�a abei d�In..a wahrM.y., wl�s ui. w�Ix w Aow inb a bmpo�r wrM pit in a dlrt ssa Let W�� pM00� �MOI�h � alld d�OM d selllsd. hndsned oorN'�roM at ynb�p0. 1Mwr�r Poabl�. r�cy�l� wwho�rt bY pumprg b�ck Inb mbaen ior rows. O wrh out oM� aieo �rt arar th�t do not tww to �tsab or an.r,a 0 AMr�r� �Io�� baM dry aod wt rwltls iwdr oorw piorcrd fiom wi�Y aid ru�alf • and aiwy fiom rlDnn dralrw ar whnraya PIOI�Ct � IOYiMI�I� fioln �Ili�d. 0 s�ow� bp� ot o� anx s�sy ae cpan. Be wr� Eo laap vNnd-biown wmarN powder aw�1/ 6om streeb. Wtlers. ebrm drains. raY�hll, arM na�oll. 0 Do not uN dIMN }lui �� lub�le�nt on concnls 4a�ms, bok, or tra�lsa ��� �� � �� DEPARTMF:NT OF PUBLIC WORKS Dewatering Operations Stonn Draln Pollatlon From Dewata�ing AcUvltles ConMUn�d proundwaEr Is a eommon probNm In ths S�nh Ctera WINy. Dep�ndMp on w1 typss and Nb hbbry. 9roundwaler pump�d Trom constuctlon �iea m�y b� oonumin�bd wlh tmdcs (wd� aa oY or �ohs�MS) or i�ds� ��Yn�rM�. Nry d f� poWlr�lt can Mrm �rldlb fn aMks or ri� B�y, or YiMrMs w�h rrssbwal�r ds�Ynetk pYrk opentloe. DYcM«91sY Na1w�41�dM w�b► Tros a d�nbrley slb MEO a�y wabr of tA• � wMAO1K 1n�U11Mt I� pfohWPo�d. 1. Cb�et fbr Toxle Polqrtants 0 Ch�dc fbr odors, dNcobnfbn, or an olyr srw� on poundwa�x- 0 � �r ewat�a rnP.nor,rn.n+.r e» pro�a�d�nbx mwt be t�sad. O M ooedmis�tloa M sYSp�eW, h�w tM wabr bshd by a�dflsd Isbontory. 0 D�p�ndhp on th� fnt n�ulb, you may b� aMow�d ro dhch�ry� Pump�d proundwaar to M� �1onn dnln (If ra ssGhnMts pnpnq or s�nkary t�w�r. OR. You m�Y bs roquirod b cWNct �nd haul PumDsd 9roundw�br oi(♦Ib tor trwhn.M arw a.poal � an appoptd� �6+�a�t Uac�ty. _. CMtk 1b► S�a11Y�Mt L�wli 0 If 1M waEK M cNar,1M pumpkp tlms is Np 1Mn 24 houn. snd ths Ibw nb Is ku than 20 palbns pK minub, aRar ncNviny tM approwl of 1h� dly imp�clDr, you m�y b� �Ibwed Eo pump untsr to th� sbsst ot s0orm dra(n. O N/h� pumpMO tlm� I� r�oes W�n 24 hoars ��d tlN tlmr rN� On�br tl�u 2o pps. a1 Cuipntlra S�nMry, ZS3-7071, for puidu�w. 0 N 1M r►aMr I� aot eN�r. saMd� mu�t b� twswd or W1INd aut bY P�PMq � ���Y hnk Prla to �g�. Optlons for 1R�tirq Indudr. - PumpMy fhrouqh � pKfor�bd plp� wnk p�rt w�y in�o a�m�N pit flNsd wMh prawl; - PumpN►g hom � buck�t pl�pd bebw rr�br IevN winy � subm�nibN pump: - �PtiO �Wh � OMAN d�rlw wd� a � wrinminp pool �he►arAbrt�blc rRapP�d a�olnd �d of sucflDn p�. 0 w� ar.ea■�ywq ao . seo�. a�M. amR«x 1M YiNt wkiq a b�nNr o( bwl�p b�ps AIW wllh d�f rock. a eowr inNt wMl+ fNbr tabAc x�chasd under the pnbs. OR pum p wabr throuph � pnwr tw�ls pHor to dlschsrps. �� O DonY s�hc up mo� 6e�h aanc�als or aement 1M you w11 uw In a two�#iar p�riod. o s.c up and op.ral. «eal� �. on tarps « �Y D� drop alotln. 0 ,M�en d..N�p up.iier �b.a.,, a,idwr�k aarrin+etlon, w�h Aw oalo AR aNS, not down tlle d1111lNr�y or Y�ID U1� slr�et or �IOrm �. O Peobet applkatlons d 1Fe�h oone�eM and f1101df 1f0111 RNIf�N 911d NII01� Uftfi UM nnbrielly drled. 0 Wa�h down apoMd p�ep�b� conenb any wlw� ths wrhwalr c� (1)1bw oMo a dl� �M, Q.� d1�i11 Oflb � bQ1t1ld f11I�C! 1(Ortl MiCh t Csl D� pn�pad a1d dlipo�ed ef P�b. � f� b� v�a�wrd Uom a aldeMrt a�id by blocid�p a sbmi drai� MYt. B nsosw�rY. dhert nnolf wilh lempo�y b�mn. lihhke nas nnolf dor �at ro�ch pulas or sbrm dwkls. O NR�sn beavdn0 �P P�k bs wis Eo Dlck up d a�s pkos� and alpw� of prop.�r. QlCyf�E �Yf00 ClMlllks of blCklfl COIICflIs. 3!0 1bf k1k� On ro�yCbls. O Mr� sury �wM� a�irw. nYpo�� d � �-. rnafUr In Y1� ta�R � ar��0. PaR a� 0 N�v�r d�poN d wN�out YM� tlr aOMk 's sbnn drairr, drfkwpe dlEcfw, ar sl�e�ma; R Heavy Equipment O peration 3tormwator Pollutlon frorn Heavy Equipment on Construction Sltss Poorly maintainsd vshlci�s and hsavy equipment that bak fuel, op, antifr��z� or othsr tluids on the constructlon stbe are common sourc�s of storm drein pollution. Pnvent spills and Naks by isol�tlny equipment irom runoif channsls, and by watchinQ tor Isaks and othsr mainbnanc� probl�ms. R�move constructlon squipment from the site as soon as poasibls. SIlr PhenM� and Pnr�nW� Vehleh Yalnbnsnc� O D�sywa� o�� arra ot th� ¢on�truetlon sib, w�p �Nay kom strsams or �torm dnN� Inl�b, Tor �uto and squlprn�nt parklnp, nfl�ellnp, and routln� v�Akl� �nd �quipm�nt malnten��c�. Contaln 1h� an� wlth p�rm�, a�nd baps, o� oth�r ba nI� rs. O Yaletaln �R v�M1eN� �nd hsavy �qulpm�nt. Insp�ct h�qw�tly for and np�k I��ks. O P�rf�e� ma�or �at�b�a�e�. npalr jobs, and whiaN and puipm�et wa�hiny off�ib, rh�n cN�nuP N �ui�r. O If you must dnln and npl�c� mobo� o�, radhtor coolant, or oth�r }N�Ids on �iN, us� drlp p�n� o► drop oloM� to e�teh drlps and splll�. Coll�ct a8 �p�nt }lulds, sbon tn s�parat� oontaln�n, �nd propsNy dhpose �t h�zardou� wub (rocycl� wh�n�wr po��lbls). O Do not u�� d1��N oll to lubrlo�b �quipm�nt yarfs, or al�an �qulpn�nt Us� only wbr for aar onslM cl�anNp. O Ce��r �zpe��d flifM wbpl hlteh�s �nd oths� oYy or pn�ty �aulpm�nt durinp nln w�nb. 8pfll Cl�anup O Cq�n up �plll� Iain�dhtNy. O Nw�r hos� dewn •dhty' p�v�m�nt or Imp�rm��DN surho�s wMre f1uWs h�ve spill�d. m Us� dry el�an�p s�fhoda (ahwrb�nt mals�Y, oat itar, andMr ray�) Mh�n�v�r possib and prop�rn dbpo�� of abwtb�nt m aarh h. O iMr��p �p spllbd dry mabMab Imm�dl�t�y. N�v�t attampt M'wasA th�m away' wlth w�t�r, or bury th�m. O Us� aa IIlW r�t�r u po��ibl� for du�t control. En�un w�br u�sd do��n't Isw� �Ilt or dNcharp� to �torm dnln�. 0 Cl�an up �pllls on dlrt ar�as by dipylns up �nd yrop� dNposiny of oonhminand wll. O Caq f11 Ter s1o�Maaat sp11M O M Ms �pa pwe� a slanMlaant Aasard Oo human h�aHfi and saf�ty propsrty or th• �nvlromm�nt, you muat aao ►�port It to th� Shte OfHc� of Emsrpency Servbs�. Small Business Hazardous Waste Disposal Prgm Busfnessss that generate less than 27 gallona or 220 pounds of hazardous waste per month are eligible to use this p�ogram. Cal! 408-299-7300 _.___._�_ _ _- 'fC�i'"8 trtl�Qtl.*: . . � � ..�.. _ � . � , . �- �� j -�;�-. ,r . 7 ._ . . .� �� �� � Jrr � � '�-'. �t" , _�_..r......-�:___ ....., � ,, , ; �� �,> � 9� '� d...,,�........._.�.. •....m.4.._. � �� . �. ",`.c: Jj4i£i..y S�T: A 1.5 � , 5 �, ^ � wi w.� � � CONSTRUCTION NOTES (ALSO SEE DRAWING A1 and THROUGHOUT DRAWING SET) EX 1. CODES AND STANDAROS: A. ALL WORK SHALL CONFORM TO THE APPUCABLE LOCAL. STATE AND FEDERAL CODES 4N0 SPECIFICATIONS INCLUDING OSHA AND THE CONDITIONS OF THE PERMIT(S). 8. IT IS EACH CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT THE ABOVE IS ADHERED TO AT ALL TIMES. 2. CONS T RUC TION: A. EXCAVATIONS SHAIL BE CARRIED OUT IN THE DRY AND PROVISIONS SHALL BE MADE TO PREVENT 7HE BOTTOM 0� EXCAVATIONS FROM FLOODING AT ALL TIMES. B. FOUNOATIONS SHALL BE CARRIED TO UNDISTURED fIRM MATERIAL. D. FINISHED GRADE SH4LL SLOPE AWAY FROM AlL STRUCTURES AT: EARTH..................................................................... 2X MIN. ROCK...................................................................... 2X MIN. GRAVEL PAVED SURFACE ......................................... 2X MIN. ASPHALT................................................................. i X MIN. CONCRETE ............................................................ 0.3X MIN. E. THE CONTRACTOR SFiALL COOPERATE WITH AND NOTIFY THE LOCAL BUIIDING INSPECTOR AND THE OWNER 72 HOURS PRIOR TO THE COMMENCEMENT Of f'OUNDATION EXCAVATIONS AND UPON COMPLETION OF FOUNDATION EXCAVATIONS FOR THE REQUIRED APPROVALS PRIOR TO INSTALLING FORMS OR REINFORCING. F. IT IS THE CONTRACTOR'S RESPON5181LITY TO DISPOSE OF ALL EXCESS SOIL AND DEMOlITION MATERIALS AT A LEGAL DISPOSAL SITE. G. 4LL EXCAVATIONS AND GRADINC SHALL BE REVIEWED AS DIRECTED BY THE PERMITS. CONCRETE IU�D MASONRY 1. CODES AND SPECIFICAilONS: A. CONCRETE DESICN, MATERIAlS, CONSTRUCTION AND TESTING SHAIL CONFORM i0 ACI STANDARD "BUILDINC CODE REQUIRMENTS FOR REINFORCED CONCRETE" ACI 318. B. CONCRETE MASONARY DESIGN, MATERIALS, CONSTRUCTION AND TESTING SHALL CON�ORM TO LATEST EDITION OF 1F1E CAUFORNIA BUILDING CODE (CBC). C. GUNITE/SHOTCRETE DESIGN, MATERIALS, CONSTRUCTION AND TESTING SHA�L CONFORM TO ACI STANDARD "RECOMMENDED PRACTICE FOR SHOTCRETiNC" ACI 506. D. ALL WORK SHALL CONFORM TO THE APPLICABLE IOCAI, STATE AND FEDERAL CODES AND SPEdFICATI0N5 INCLUDING OSHA AND THE CONDITIONS OF THE PERMIT(S). 2. MATERIA�S: VNLESS OTHERWISE NOTED ON THESE DRAWINGS, MATERIALS SHAIL CONFORM TO THE FOLLOWINC: A. CEMENT; CBC STD. 26-1, TYPE II B. ACCRECATE: CBC STD. 26-2 1) MAXIMUM SIZE AGGREGATE FOR SLABS ON GRADES AND ELEMENTS OF LESS THAN 12 INCHES .............................................................3/4" 2) MAXIMUM SIZE AGGREGAIE FOR ALL OTHER CONCRETE .............. 1" C. WATER ......................................................................................POTABLE D. CROUT; 1) NON-SHRINKINC GROUT iHAT MEETS OR EXCEEDS CONCRETE STRENGTH. E. REINFORCING STEEL: 1 REINFORCINC BARS ............................................ASTM A615. CRD. 60 2� WELDED WIRE FABRIC (SMOOTH WIRE) ...............ASTM A185, GRD. 60 3) WEL�ED WIRE FABRIC ( DEFORMED WIRE)............ASTM A497. GRD. 60 f. MIX; 1) CONCRETE SHAIL BE PROPORTIONED 70 PROVIDE AN AVERAGE COMPRESSIVE STRENGTH AS PRESCRIBED IN CBC. 2) BOTH CONCRETE 4N� GUNITE COMPRESSIVE STRENGTHS AT TWENTY EIGHT (28) DAYS SMALL NOT BE LESS THAN 2,500 PSI UNLE55 NOTED OTHERWISE. G. EMBEDDED STEEL ITEMS, ANCHOR BOLTS AND SETTINC PL4TE5; 1) CONFORM TO THE STRUCTURAL STEEL NOTES. H. CONCRETE MASONRY UNITS: 1) LIGHTWEICHT, CONFORMINC TO THE FOLLOWINC SPECIFICATIONS: a) HOLLOW, LOAD BEARINC AND STRUCTURAL........ASTM C-90, CRADE N-1 I. MORTAR FOR BLOCK W4LLS SHALL BE PER ASTM C-270, TYPE �5". J. CONCRETE EXPANSION JOINTS, UNLE55 NOTED OTMERWISE ON THESE DRAWINCS, SHA�L BE 1/2" PREMOLDED, ASPHALT IMPREGNATED, F18ERBOARO. K. WATERSTOPS TO BE VIRGIN POIYVINYL CNLORIDE (P.V.C.) 6� W x 3/8" THK. RIBBED WITH CENTER BUIB. 3. CONSTRUCTION: A. FORMWORK; 1) ALL FORMWORK AND PLACEMENT OF REINFORCINC AND INSERTS SHA�L BE REVIEWED AND SIGNED OfF BY THE GOVERNING AGENCY INSPECTOR, PRIOR TO PLACEMENT OF CONCRETE. 2) THE SIDES OF FOUNDATIONS A80VE CRADE SHALL BE FULLI' FORMED. 3) TFIE SIDES OF FOUNOATIONS BELOW GRADE MAY BE CAST ACAINST NEAT EXCAVATIONS PROVIDED THE SIDES OF TVIE EXCAVATIONS ARE STABLE. a) FORMS SHALL BE CONSTRUCTED Of WOOD OR STEEL. BVILT TRUE TO LINE 4ND CRADE AND MORTAR TICHT. THE DESICN, ARRANGEMENT AND CONSTRUCTION RESPONSIBILITY FOR THE FORMS SNALL REST WITM THE CONTRACTOR. 5) FOHMS FOR EXPOSED FINISMED CONCRETE SURF4CES, SUCN AS EDGE OF CONCRETE DECK OR STEPS, SHALL BE CONSTRUCTED OF APA "PLYFORM', ClASS I, PLACED WITH THE GRAIN OF THE OUTER PLYS IN THE DIRECTION OF TNE SPAN. FORM CONSTRUCTION SHALL INSURE TNAT THE CONCRETE SURFACES CONFORM TO THE TOIERANCES OF THE �RECOMMENDED PRACTICE$ FOR CONCRETE FORM WORK" (ACI 347). ALL EXPOSED CORNERS SHALL HAVE A 1/2� RADIUS. 6) PRIOR TO THE CASTING ANY STHUCTURE. THE FORMS SHALL BE CLEANED OF ALL FOREICN MATERIALS. LOOSE OR DISTURBED SOIL SHALL BE REMOVED FROM THE BOTTOM OF EXCAVATIONS. 7) REMOVAI OF FORMS AND SHORING: a. CONSTRUCTION LOADS SHALL NOT BE SUPPORTED ON, NOR ANY SHORINC REMOVED FROM, ANY PART OF TNE STRUCTURE UN�ER CONSTRUCTION EXCEPT WHEN THAT PORTION OF TME STRUCTURE IN COMBINATION WITH REMAININC FORMINC AND SHORINC SYSTEM HAS SUFFICIENT STRENGTH TO SUPPORT SAFELY ITS WEIGNT AND LOADS PLACED THEREON. b. ALL SHORING AND FORMIMG REMOVAL SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO PREVENT DAMACE TO THE STRUCTURE. B. EMBEDDMENTS; 7) AlL EMBEDDED ITEMS. INCLUDING BOLTS. SNALL BE SECUREIY HELD IN THEIR FINAL POSITION DURING PIACEMENT OF CONCRETE OR GUNITE. 2) SLEEVES AND CONDUITS SNALL 8E RICIDLY SECURED TO PREVENT FLOATATION. S) WATERSTOPS SHALL BE JOINED AT INTERSECTIONS TO PROVIDE CONTINUOUS WATERTIGHT JOINTS. ALL JOINTS ARE TO BE BENCH SPLICED WITH A SPLICING TOOL. USE OF OPEN FLAME FOR SPLICINC 15 PROHIBITED. 4) WATERSTOPS ARE TO BE FIXED IN PLACE TO PREVENT DISPIACEMENT DURINC POURING OF CONCRETE. 5) BEFORE POURINC ANY STRUCTURE, THE CONTRACTOR SHALL REVIEW ALL OF THE PLANS FOR PENETRATIONS, EMBEDDED PLATES, SLEEVES, CONDUITS, BLOCKOUTS. ETC. THESE ITEMS MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE OR GUNITE. C. REINFORCING STEEL; 1) THE CONTRACTOR SMALL FURNISH AlL CHAIRS, HANCERS, BLOCKINC, WIRES. ETC. RE�UIRED TO PLACE REBAR, EMBEODED STEEL, SLEEVES. CONOUITS, PIPES, ETC. AT THE LOCATIONS AND ELEVATIONS NECESSARY. 2) REINFORCING SHALL BE CLEANED AND fREE OF OIL, LOOSE MILL SCALE, LOOSE RUST OR OTHER COATINGS THAT WOULD DESTROY OR REDUCE iHE BOND. 3) REINFORCEMENT SHALL NOT BE BENT OR STRAIGHTENED IN A MANNER THAT WOUID INJURE THE MATERIAL BARS SHALL BE BENT COLD. d) WELDING OF REINfORCING STEEL, WHEN A�LOWABLE, SHALL BE DONE WITH LOW-HYDROGEN ELECTRODES (E70XX) AND IN ACCORDANCE WITH AWS D121.1. 5) PLACEMENT OF REINFORCING AND INSERTS SNALL BE REVIEWED AND SIGNED OfF BY THE GOVERNINC AGENCY INSPECTOR, PRIOR TO PLACEMENT OF CONCRETE. C. REINiORCINC STEEL (CONT'D.): 6) REINFORCINC PLACEMENT: a. REINFORCINC SNAIL BE ACCURATELY PIACED IN ACCORDANCED WITH THE STRUCTURAL PLANS AND/OR CAICULATI0N5 AND SNALL BE SECURELY TIED IN POSITION WITH AT LEAST 16 GAUCE WIRE AT ALL BP.R INTERSECTIONS. PRECAST CONCRETE BLOCKS SHA�L BE USED TO SUPPORT REINFORCINC STEEL OFF THE CROUND. THE CLEAR DISTANCE BETWEEN BARS SHALI BE NOT �E55 THAN 1 1/2 TIMES THE BAR DIAMETER, BUT IN NO CASE 1E55 THAN 1 1/3 TIMES TNE MAXIMUM SIZE OF COARSE ACCRECATE OR 1 1/Z INCHES. b. MINIMUM PROTECTION FOR REINFORCINC STEEL SHALL BE 4T lEAST EQUAL TO THE BAR DIAMETER BUT NOT LESS tNAN TNE FOLLOWING: 1 FOVNDATIONS/CAST AGAINST EARTH ......................3 IN. CLEAR. 2 FOUND4TION5/CAST AGAINST FORMS .....................2 IN. CLEAR. (EXCEPT TH.tT BARS J�5 AND SMALLER M4Y BE 1 1/2 IN. CLEAR.) 3) SLABS ON CRADE ............................................CLEARANCES PER iME STRUCTURAL PLANS. 4 SURPACES IN CONTACT WITH WATER ...................Z IN. CLEAR. 5 WNERE NOT EXPOSED TO EARTl1 OR WEATMER: COLUMNS, BEAMS, WALLS ....................................1 1/2 IN. CLEAR. S1A85 (ABOVE GRADE) ........................................1 IN. CLEAR. c. DOWELS SNAIL BE SECURELY SET PRIOR TO PIACEMENT OF CONCRETE. d. CONTINUOUS REINFORCEMENT SHALL BE LAPPED AND ANCFIORED TO DEVELOP FULL STRENGTH AT SPLICES AND CORNERS IN ACCORDANCE WITH ACI 318, CHAPTEfi 12. REINFORCING STEEL SPUCES SHALL BE STAGGERED SO THAT NO MORE THAN 1/3 OF iHE AREA OF STEEL IS SPIICED AT TME SAME LOCATION. s. UNLESS SHOWN 7 W 0 HER ISE ON THE DRAWINGS, THE IAPPED SPLICES OF WELDED WIRE REINFORqNC SHALL BE MADE SO TMAT TVIE OVERLAP WMEN MEASURED BETWEEN THE OUTERMOST CRO55 WIRES OF EACN FABRIC SHEET IS NO? LESS THAN THE CRO55 WIRE SPACINC PLUS 2 INCHES. f. FOR A�LOWABLE TOLERANCES IN PIACINC REINFORCINC, SEE ACI 318, SECTION 7.5. g. NO WORK SNALL BE COVERED WITH CONCRETE OR GUNITE UNTIL APPROVED BY THE BUILDING DEPARTMENT INSPECTOR. D. CONSTRUCTION JOINTS 1) LOCATION OF JO�NTS SHALL BE AS SHOWN ON TNE STRUCTURAL PLANS AND/OR CALCULATIONS, ADDITIONAL JOINT �OCATIONS SHALL BE AS RE�UIRED 4ND APPROVED BY TME OWNER. 2) CONSTRUCTION JOINTS SHALL BE PROVIDED WITH KEY WHERE SHOWN. IF NOT SHOWN OTHERWISE. THE CONTACT SURFACE SHALL BE ROUCHENED AND COATED WITH NEAT CEMENT GROUT IMMEDIA7ELY BEFORE NEW CONCRETE PLACEMENT. SlABS, JOISTS AND BEAMS SHALL HAVE NO HORRONTAL CONSTRUCTION JOINTS. FOR PERMITTED JOINT LOCATIONS ANO REQUIREMENTS OF MONOLITHICALLY PLACED CONCRETE, SEE Aq S1B. SECTION 6.4. E. CONCRETE MIXINC ij TRANSIT MIXED CONCRETE SFiALL BE MIXED AND DELIVERED �N ACCORDANCE WITH THE REOUIREMENTS OF CBC STANDARD N0. 26-13. F. PIACEMENT 1) CONCRETE: a. CONCRETE SHALL BE PLACED AS NEARLY AS POSSIBLE IN ITS FINAL POS�TION AND THE USE OF VIBRATORS FOR EXTENSIVE SHIFTING OF FRESN CONCRETE SHALL NOT BE PERMITTED. CONCRETE SHALL NOT BE PERMITTED TO FALL MORE TNAN SIX fEET (6') WITHOUT THE USE OF ADJUSTABLE LENCTH PIPES OR ELEPHANT TRUNKS. ONCE PLACEMENT HAS COMMENCED. IT SHALL BE CARRIED ON AS A CONTINUOUS OPERATION AT SUCN A RATE THAT THE CONCRETE SURFACE AT ALL TIMES REMAINS PLASTIC AND FLOWS READIIY UNTIL THE SECTION IS COMPLETED BETWEEN PREDETERMINED CONSTRUCTION JOINTS. b. ALL LAITANCE 4ND OTNER UNSOUND MATERIAL SHALL BE REMOVED FROM HARDENED CONCRETE BEFORE ADDITIONAL CONCRETE IS PIACED. d. WEATHER REQUIREMENTS 1. HOT WEATHER REOUIREMENTS: CONCRETE SHALL NOT BE PLACED WHEN THE MAXIMUM AIR TEMPERATURE IS EXPECTED TO EXCEED 100 DECREES FAHRENHEIT ON THE DAY OF PLACEMENT. 2. COLD WEATHER RE�UINEMENTS: CONCRETE SHAIL NOT BE PIACED ON FROZEN GROUND NOR SNALL IT BE PLACED WHILE THE 4TMOSPHERIC TEMPERATURE IS BELOW 35 DECREES FANRENHEIT. THE CONCRETE SHA�L THEN BE PROTECTED FFOM FREEZINC OR FROST FOR A PERIOD OF 7 DAYS AfTER PLACING. CALCIUM CHLORIDE SHALL NOT BE ADDED TO THE MIX. s. CONCRETE SHALL BE PROTECTED 4CAINST SUDDEN LOCALJZED HEATING OR COOUNC TO PREVENT DISTORTION. 2) GUNITE/SHOTCRETE: a. GUNITE SHALL BE PLACED ON FIRM, NATURAL, UNDISTURED SOIL OR COMPACTED ENCINEERED FILL AND CON�ORM TO CBC 2621. NOZZELMAN'S HELPER SNAl1 CIEAR REBOUND AHEAD OF THE WORK. REBOUND SHALL NOT BE INCORPORATED IN THE WORK IN ANY MANNER. 3) MASONRY: a. CONCRETE MASONRY SNALL BE LAID WITH IAPPED UNITS (RUNNINC BOND) AND REINFORCED AS SHOWN ON THE STRUCTURAL PLANS AND/OR CALCULATIONS. G. CONCRETE FINISHINC 1) HORIZONTAI, SURFACES a. EXTERIOR WALKS. PATI05, DECKS. STEPS AND DRIVEWAYS: SCREENED TO PROPER GRADES AND FLOATED WITH 4 WOOD FlOAT UNTIL A SMOOTH SURFACE IS OBTAINED. THE SURPACE SHALL THEN BE STEEL TROWELED UNTIL SMOOTM. NARD AND POLISMEp, THE FINISHED SURFACE SHALI NOT SHOW A DEVIATION OF MORE THAN i�g INCH FROM A 10'-0" STRAIGHT EOGE 1A10 IN ANY DIRECTION. PRIOR T� POURING CONCRETE TNE CONTRACTOR SMALL DETERMINE IF THE OWNER WANTS A NON-SKID BROOMED FINISN ON NONE, ALL OR PART OF THESE SURFACES. b. SURFACES TO RECEIVE CROVT: ROUCHEN SURfACE BY SCOURING OR CHIPPINC. 2) VERTICAL SURFACES a. EXPOSED VER7ICAL SURFACES SHALL BE FREE OF VOIDS. FINS AND IMPERFECTIONS AND IF NEEDED SHALL BE fINISHED BY RUBBING WITH A CARBORUNDUM STONE TO PRODUCE A SMOOTN SURFACE. b. SURFACES TO RECEIVE BONDINC AOMESIVE: ROUCHEN SURFACE BY SCOURING OR CHIPPINC. H. CURING 1) CONCRETE SHALL BE MAINTAINED ABOVE 50 DEGREES FAHRENHEIT AND IN A MOIST CONDITION FOR AT LEAST THE FIRST SEVEN (7) DAYS AFTER PLACEMENT. 2) GUNITE SHAIL 8E MAINTAINED ABOVE SO DEGREES FAHRENHEIT AND IN A M015T CONDITION FOR AT LEAST THE PIRST FOURTEEN (14) DAYS AfTER PLACEMENT. 3) CURING PROCEDURES SHALL BE BASED UPON TME APPLICABLE PORTIONS OF THE ACI STANDARD "STANDARD PRACTICE FOR CURINC CONCRETE", ACI 308-81. I. GROUTINC 1) ALL LAITANCE AND OTHER UNSOUND MATERIA� SNALL BE REMOVED FROM HARDENED CONCRETE BEFORE GROV7ING IS STARTEO. FRAIYlp 1. COUES AN� STANDARDS: A. CAUFORNIA BUILDING COOE (C8C), LATEST EDITiON. B. ALL WORK SNALL CONfORM TO THE APPLICABLE LOCAI„ STATE AND FEDERAL CODES AND SPECIfiCATI0N5 INCLUDING OSHA AND THE CONDITIONS OF THE PERMIT(S). C. ALL MAUFACTUFER SPECIFICATIONS AND RECOMMENDATIONS SMAIL BE FOLLOWED. MATERIALS: A. MATERIALS TH4T MAY BE HAZARDOUS, TOXIC OR POLLUTINC SHALL NOT BE USED. B. UNLESS NOTED OTHERWISE AlL LUMBER SHALL BE DOUGLAS FIR-LARCH (NORTH) AND SHALL MEET MINIMUM STANDAROS OF GRADING UNDER CBC STANDARDS 25-2. 25-3, AND 25-4. C. REDWOOD WHERE CALLED FOR SHAIL BE CLEAR. D. ALL MATERIAL SHAII BE GRADED IN ACCORDANCE WITH STRE55 RATED BOARD PROVISIONS AS FOLLOWS: QE R W 1) 2X, 3X ANO 4X .............. No. 1 No. 2 2) 6X AND LARGER .............. No. 1 No. 2 3) STUDS ............................. No. 1 N/A d) MUDSILLS ........................ P.T. DF No. 1 N/A 5) DECKING .......................... COMMERCIAL DECKINC COMMERCIAL DECKING E. PROVIDE DRESSED LUMBER. SURFACED FOUR SIDES (545), UNlE55 NOTED OTHERWISE. �UMBER 4" OR 1E55 IN NORMAL THICKNE55 SHAIL HAVE 19% MAXIMUM MOISTURE CONTENT AND BE 'S-DRY'. F. W00� IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR. C. FRAMING NAILINC SHALL 8E 'COMMON" TYPE AND AT MINIMUM SHALL CONFORM TO THE CBC. H. FRAMINC MARDWARE WHERE REOUIRED SHAIL BE MANUFACTURED BY 'SIMPSON COMPANY' OR EQUAL. I. UNLE55 NOTED OTHERWISE PROVIOE ALL OTHER ITEMS. FINISHES AND U180R AS REQUIRED fOR A COMPLETE PROJECT IN ALL RESPECTS. THESE ITEMS SHALL BE APPROVED BY THE OWNER AND THEIR SIZE, LOCATION, STYLE. ETC. SMALL BE APPROPIATE FOR THE PROJECT. J. HEADERS SHALL BE DF, <xi2 MINIMUM UNLESS NOTED OTHERWISE. K. STUDS, SPACE AT i6" ON CENTERS MAXIMUM. NAIL ALL WALL BOTTOM PLATES WITH 16d AT 6" ON CENTER MINIMUM INTO $OLID BIOCKINC BELOW. INTER-NAIL AlL UOUBIE TOP PLATES WITH i6d AT 8" ON CENTER MiNIMUM, PROVIDE 48' MINIMUM tAPS WITH 16d AT 4" ON CENTER MINIMUN TNROUGHOUT FUII LENGTH OF LAP. L DO NOT CUT OR ALTER ANY TRUSS. NEW TRUSSES, IF ANY, SHALL BE PREFABRICATE�. PROVIDE OR HAVE TRUSS MANUFACTURER PROVIDE DRAWINCS. DETAILS, SPEGFICATIONS, CALCUUTIONS 4N0 SIMIIAR iTEMS TO BUILDINC OFFICIAL AS REOUIRED BY BUILDING OFFICIAL AND RECEIVE THE NECESSARY APPROVALS FROM THE BUI�DINC OFFICAI PRIOR TO FABRICATION. M. PLYWOOD ROOF SHEATHINC SHALL BE 1/2" CUX. MINIMUM ?ANEL SPAN RATINC 32/16, CLEARLY STAMPED WITH D.F.P.A. GRADE MARK OF APA, APPUED DIRECT TO FRAMING. LAID WITH iHE CRAIN OF THE OUTER PIJES PERPENDICULAR TO SUPPORTING FRAMING MEMBERS AND HAVE STACGER END JOINTS. PLACE WITH Sd AT 6, 10. N. PLYWOOD SHEAF WALL SHEATHING SHALL BE 3/B" CDX, MINIMUM PANEL SPAN RATINC 32/16, 4PPLIED DIRECT TO FRAMINC. M'4lL SHEATFIING MAY BE APPUED VERTICALLY. BLOCK 4LL UNSUPPORTED EDGES. RUN 4LL SHEAP WALLS AND SHEATHINC TO HIGHEST ROOF. PROVIDE SHEATHING UNDER ANO OVER ALL OPENINCS IN SNEATHEO WALLS. NAILING SHALL CONFORM TO THE CBC, U.N.O. 0. PlYW000 fL00R SHEATHING SHALL BE 5/8" CDX MINIMUM (CONFORM TO EXISTING WMERE APPUCABLE), TdcG, MINIMUM PANEL SPAN RATINC d0/20, APPLY DIRECT TO FRAMING, LAY WITH THE CRAIN OF THE OUTER PLJES PERPENDICUL4R TO SUPPORTING FRAMING MEMBERS AND STACGER ENO JOINTS. PIACE WITH 10d AT 6, 10. P. 'COMMON' TYPE NAIUNC SHALL BE USED ON SHEATNING AND AT MINIMUM SHALL CONFORM TO THE CBC. 0. GLULAM BEAMS,IF ANY, SHALL BE MINIMUM 24F-V8 DF/DF 2400/2400 AND SHALL BE MANUFACTUR ACCOR IN TO GIT . PR VI ED D C C 0 DE ALL DAT4 REQUIRED BY BUILDING OFFICAL. 3. CONSTRUCTION: A. ALL FOUNDGTION FRAMING CONNECTIONS AND ALL OTHER COMPONENTS AND SYSTEMS SHALL BE F45TENED, CONNECTED ONU CONSTRUCTED TO ADE�UATELY RE515T ALL FORCES, INCLU�ING. BUT NOT LIMITED T0, STATIC, $EISMIC AND WINO LOADS. B. PREDRILL WOOD AS RE�VIRED AND REPLACE AlL SPLIT WOOD. C. FLOOR J015T5. CEILINC J015T5, ROOF RAFTERS, AND ROOF-CEILJNC JOISTS, NOMINAL 2� IN WIDTH AND NOMINAL DEPTM, SHALI HAVE ONE EDCE HELD IN LINE FOR THEIR ENTIRE LENGTH ANO IF MORE THAN NOMINAL 10" IN DEPTH SHALL AL50 HAVE FULL DEPTH SOLID BIOCKINC AT 8"-0" ON CENTER MAXIMUM. D. BLOCK AT ALL SUPPORTS, DOUBLE JOISTS UNDER ALL PARAILEL PARTITIONS. NAIL DOUBLE JOISTS WITH TWO ROWS OF 16d AT 16' ON CENTER. PROVI�E BLOCKING ON PERPENDICULAR PARTITIONS. PROVIOE SOUD BLOCKINC UNLE55 NOTED OTHERWISE. �= l`�-�';��! ! ° .Lp �� ��� � �I _:l� � �_ " �.�. . . i: , .. . �,. . MMBCELLAPEOUB 1. FOR ROOF COVERING MATERIAI, SEE ELEVATION VIEWS DRAWING. 2. IF CLAY OR CONCRETE ROOF iILE 15 USED IT SHAIL HAVE A MAXIMUM INSTAILED WEIGHT OF 10 PSF A�� OTMER ROOGINC TYPES SHALL HAVE A MAXIMUM INSTALLED WEIGHT OF 5 PS�. 3. INSTAL� CYPSUM DRYWA�I IN ACCOROANCE WITN PROVISIONS OF TME CBC SHEAR NAILED CYPSUM BOARD AND SNALL HAVE Sd COOIER AT 4", 4". 4. UNLESS NOTED OTHERWISE PROVIDE F100R COVERINGS. CABINETS. FIXTURES, EOUIPMENT, TRIMS, WALL COVERINGS, FINISHES AND ALL OTHER ITEMS AND LABOR AS REQUIRED FOft A COMPLETE PROJECT IN ALL RESPECTS. THESE ITEMS SHAIL BE PER, AND APPROVED 8V, THE OWNER AND THEIR SIZE. LOCATION, STYLE. ETC. SHA�L BE APPROPIATE FOR THE PROJECT. 5. PLACE 30� FELT ON ROOF PRIOR TO PLAqNG FINISHED ROOFING MATERIAI. 6. PIACE 2 LAYERS OF TYPE 'D' BUILDINC PAPER/FELT, WMEATHER RESISTIVE BARRIEft (CBC 1402.1), ON OUTSIDE OF EXTERIOR WALLS PRIOR TO PLACING SIDING. 7. PLACE ROOF RIDGE STRAPS, 5T22, AT 48' ON CENTER. 8. 4TTIC AND ROOF VENTS SHALL BE INSTALLED AS REOUIRED TO PROVIDE ADApUATE VENTILATION. MINIMUM t/150 SQ. FT. AND MAINTAINS CROSS VENTIL4TION. 9. FLASHING SHALL BE INSTALLED WHERE REQUIRED. 10. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITMOUT TNE USE OP A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 11. GLAZING PANELS AOJACENT TO AND WITHIN 24' OF TNE VERTICAL EDGE OF DOORS, SHOWERS. TU8 STA�LS WHERE THE BOTTOM EDCE OF CIAZING IS LESS THAN 60" ABOVE THE DRAIN ANO GLAZING IN FIXED OR OPERATING PANELS OF SLIDINC DOORS SHALL HAVE SAFETY GLA55. 12. INSUlATION MATERIALS, INCLUDINC FACINCS. SUCH AS VAPOR BARRIERS OR BREATNER PAPERS, INSTALLED WITHIN FLOOR-CEILING OR ROOF-CEILING ASSEM8LIE5, WALLS, CRAWL SPACES OR ATT�CS, SHALL HAVE A FLAME SPREAD RATINC NOT TO ExCEED 25 AND A SMOKE DENSITY RATING OF 450 WHEN TESTEO IN ACCORDENCE WITH CBC STANDARO 8-i. 13. THE FOILOWING SHALL BE PROVIOED PER SECTION 302.4, EXCEPTION No. 3, FOR THE SEPARATION BETWEEN THE GARAGE WALL AND/OR FLOOR Of iHE LIVINC SPACE: A) DOOR FROM CARAGE TO LIVING SPACE SHALL BE ONE (1) OF THE FOLLOWING PER CBC Sac. 406.1.4, 715.4.3 : i) SOLJD WOOD DOOR, SELF-CLOSINC 3 SELF-LATCHINC, NOT LESS THAN 1 3/8' THICK. 2) SOUD OR FiONEYCOMB CORE STEEL OOOR. SELF-CLOSINC � SELF-IATCHING. NOT LESS LHAN 1 3/8' THICK. 3) 20-MINUTE SMOKE k DRAFT CONTROI f'IRE DOOR ASSEMBLY. B) ALL PO5T5. BEAMS. AND WALLS SUPPORTINC THE FLOOR/CEILINC SHALL BE �ROTECTED BY ONE-HOUR CONSTRUCTION. C) DUCTS PENETRATINC THE SEPARATION SMALL BE CONSTRUCTED OF NOT LESS THAN 26 GAUCE GALVANIZED STEEL AND BE CONTINUOUS WITMOVT OPENINGS OR NON-METALUC CONNECTIONS. 0) PIPINC PENETRATIONS SHALL BE METAL INCLUDING PIPES EXPOSED IN THE CARACE. E) WHERE FRAMINC ABOVE TME GARAGE IS AT i6 INCHES ON CENTER ONE LAYER OF 5/6�, TYPE "X", CYPSUM WALLBOARU SHALL BE USED ANO IS ADEOUATE. WHERE FRAMING IS AT 2d INCHES ON CENTER TWO (2) IAYERS OF 5/B", TYPE �X". GYPSUM WO�LBOARD IS REQUIRED (OR PROVIDE 2� TNICK STRIPPING AT 16 INCHES ON CENTER). 74. PROVIDEO APPROVED SMOKE DETECTION PER TXE CALIFORNIA BUILDING CODE ON EVERY LEVEL INSIDE EACM SIEEPING ROOM AND IN HALLWAYS ADJACENT TO SLEEPING ROOMS. THIS REQUIREMENT SFIALL BE TO THE SATISFACTION OF THE BUILDINC DEPARTMENT. 75. IT IS THE CONTRACTOR'S RESPONSIBIUTY TO LOCATE AND PROTECT ALL EXISTINC UTIUTIES 4ND FACILITIES THAT ARE TO REMAIN. S�L CODES AND STANDARDS: A. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS (R.C.R.B.S.J.). B. SPECIFICATION FOR TNE DES�GN OF CO�D-FORMED STEEL STRUCTURAL MEMBERS. PARTS 1 AND 2(A.I.5.1.). C. STRUCTURA� WELDINC CODE (AWS), D1.1. D. A.I.S.C. CODE Of STANDARD PRACTICE. E. A.I.S.C. MANUAL OF STEEL CONSTRUCTION. F. ALL WORK SHALL CONFORM TO THE APPUCABLE LOCAL. STATE ANU FEDERAL CODES AND SPECIFICATIONS. INCLUDINC OSHA AND THE CONDITIONS OF 7HE PERMIT(S). 2. MATERIALS: UNlESS OTHERWISE NOTED ON THE DRAWINCS. MATERIALS SHALI CONFORM TO THE FOLLOWING SPECIFICATIONS: A. STRUCTURAL STEEL SHAPES. PLATES AND BARS....ASTM A36 B. HIGH STRENCTH BOLTS .......................................... ASTM A325 OR ASTM A490 C. UNFINISHED BOLTS ANO SHOULDER BOLTS ............. ASTM A36 D. ANCHOR BOLTS AND NUTS .................................... ASTM Ai07 E. THREADS ............................................................... AN51 81.1 UNC C1A55 2 FIT F. WELDING ELECTRODES ............................................ AWS A5.1 SERIES E70 OR f70 3. CONNECTIONS AND FABRICATION: ', A. THE CONTRACTOR SHALL INSURE TNAT BOLTS. WELDS, CLIP ANGLES, ETC. � USED FOR CONNECTIONS CAN SAFELY TRANSMIT THE lOADS. NO INCREASE � IN AI.LOW4BLE STRESSES SHALL BE AILOWED fOR CONNECTIONS. B. TOLERANCES SHA�L CONFORM TO TFIE APPUCABIE SECTIONS OF TNE A.I.S.C. ANO THE A.W.S. CODES. WHERE ANYTHING ON THIS SHEET, �R WITHIN THIIS DRAWING SET, IS IN CONFLICT WITH THE STRUCTURAL ENGINEER'S DATA THE STRUCTURAL ENGINEER'S DATA SHALL BE USED. No Revision By DRAWN BY �= a�m ° Z q o p V � ��� {� ,°^ `� o Ti =� e LJ ��71V�GL �� BUL.T BY V N C�2 C � � ai ^� � N I � '� p L`. � �rn�LL]Q � °��•� � � � � vi j� W � � ..�+�k� � W ° o o� U � � � � � m ► _ Q Z 2 '^ O v J � � Q U W v o � c V z L � O � � Z o U W Zo O � � � � C � � � O � Q 0 � � � � Q � Z�a O � � � � � W N � � � N N Date: 8/12/11 Scale: NONE Designed By: R.S. Job: Sheet A2 3 of 15 A� AD BC BLDG CCR BOS Bw/BOW C/CONC. CB CLF EOC EL�CT. EOP F/G FL G GB HBRD INV LG/LOG MH MON PAV'T POC RETG WALL TC TEL. TOB TOE TYP. I LEGEND (ALSO SEE ABBREVIAl1CNS ON A') ASPHALT CONCRETE -- ----SD------ STORM DRAIN LINE o RWL RAIN WATER �tACER AREA DRAIN ______ o RWLI RAIN WAiER LEACER INTERNAL BEGIN CURVE SS------ SANITARY SEWER IJNE BUILDING CORNER a RW�S RAIN WATE� �_A�ER SPLASH ------ W ------ WATER LINE BOTTCM/TOE OF SLOPE BACK OF WALK ----- IRR ----- IRRIGAl10N LINE SDMH O STORM DRAIN MANHOLE CONCRETE ------�5------ FlRE SERVICE SANITARY SEWER CATCH BASIN SSMH O MANHOLE CHAIN LINK �EVCE ------ G------ GAS LINE EDGE OF CCNCRETe ______ E------ UNOERGRCUND UT1LI11E5 °yv C��AN OUT ELECTRIC t HB HCSE 818 EDGE OF PAVEMENT - -----OH------ OVERHEAO U11LIT1ES � ICV IRRIGATION CONTROL VA�VE EXISTING GRADE __ T------ iELE?HOUE UNE FINISHEO GRADE --- QW WATER METER FLO W LINE �� PRCPERTY UNE GROUND � WATER VALVE GRADE BREAK - — - CENIER �JNE HEAOER90ARD ° SPK SPRINKLE� INVFRT ELEVA�ION � EASEMENT LINE LIP CF GUTTE� --------- vRADE BREAK � FIRE HYDRANT MONUMENT FLOW 11NE o BACK FLOW PREVENTER ASPHA�T PAVEME�T � � BUIL�ING SEiBACK UNE (B.S.L) o FlRE DEPARTMENT CONNECTION POINT ON CURVE _ % x- WCOD FENCE RETAINING WALL �p�� �CST INDICATOR VALVE TCP OF CURB o a WROUGHT IRCN FENCE TEL�PHONE jj GAS vALVE TOP OF BANK STRUCiURE TOE OF SLOPE "---' JT ----- JNDERGROUNC JOINT iRENCH �O MONITORING WELL TIPICAL 20"7REE: • r TREE w/TRUNK �.IAMETE� , i /_, ...� .---, TRE= LINE �O STREET �IGHT T� LIGHT PO�E �- SIGN 8 a P e BOLLARD/�CLE � JOINT POLE (G� GUY �CLE � ANCHOR Q SURVEY CONTROL POINT • IRON PIPE =OUND � � MONUMENT FOUNC � BENCHMARK / / / / =� i'� ,IFJ.F7�""� ""��f��� �� _ _ — �.I':1' �3L��?....��._i��J(1 - - � - _ — ` / � / / , / 1 1 IO� / Z � p�6� �o �O � / � �. O � N S � y �� j `� '} :'ll�.� <�i>{�- / � A.PN 366-45-014 � j / o ,`� 141,354 SQ. FT. (3.245 ACRES) 1 ,' 1� ��� FOR EXISTING SITE IMPRCVEMENTS SEE EXISTING SITE PIAN. rOR NEW SITE IMPROVEMENTS ScE NEW SITE ?LAN. 1 , / / � � PARCEL ONE 1 LOT 18 / Bk 439 OP 1(APS Pg's 24-28 (AP / � (E) 3" BRASS DISK CITY OF CUPER11N0 � 1 �"\ � \ 1 � � — — \ n � , , AF � 9 � � � � 90 � � 1 �� 30' EMERGENCY ACCESS & PRIVATE RD., � � PUE & SDE FOR BENEFlT OF LOTS 11, 18 dc 19 � (fJ q � �� (ALSO, RESERVED BY NELLIS CORPORATION BK E806 OR PG 509) �W � / Y � � i \ \ ���` \ � � \ \ � �W, Lf) 8, A ` \ � � N!FR (E) 3" 3RASS DISK CITY CF CUPERTINO � \ � \\ � � \ ,�`� w � (E) WROUGHT IRCN FENCE � � �iNl U � \ \ \ �E',y� , � � �E) w00p FENCE-�� � \ , \ \� �. /f�F� � � 0 :�'�" 368-�1-<iL°-� R CARPORT �' �,- 360.34 SF � (F�/7UOOD DE�K W/TRELLIS � �� �,�, � \ (E) JOINT U1L. TRENCH� I � (E) ou�a�� ��,? �'�s, , �/ ��� (E) RETAINING WALL � �-.. 1 B"; P �f E x i � OO � o9 , L �,0 , � ; � - - i �---- 51 5�' /! ' E �d/ /� I � � �`' i � ( � � � / I I� 31 � u �/ � (E)COM BOX I I ¢ ` � � � � \ 10' PUE 39� � � � � / i l � / V -SS i � � (E) RETAINING WALL �1 i' � � ��� � � 1 � �y�� \ � ` � -� (E) 20' RNE � � \ / iE E � � . � � �� � — � /T �= W =�� � � j / J �` \ � `����F� � `' E �'� � /`� q C \ (E) UNOERGR'NO TRANSFR � � — — — \ _� _ - _ - � � / / x 5 `' �� � �ky � , //� 10' PUE 439 MAPS 24-26 � �� iE)8"waTER / ��----�� _ ±_�„ � �5 1� q � F` E A � pW Y 78' EMERGENCY ACCESS EASEMENT � _ � (E)ICV Y � � � ;\ �C�'�_ � -- � ) PRIVATE RD., PUE AND SDE 439 MAPS 24-26 I (E)SEPTIC TPNK. .- / � �v -� �i � — — — — - �� --- x 1 0' PUE 439 MAPS 24-26 R) GAR. � � � � (E) icv�� \ , i � � — — — — 95.62 SF (E), RESIDENCE ��E) PATIO W/TRE + \ � / � � ..__�_�.....�_ _ ..__.__.� �. .�., v _....._. . - _...__ _ .._ ..__�.� 964.34 SF �' 1 / r � FF=883.5 i 111 �� U� EtEC .E: ` ± , / � � E _ __ � i (E) JOINT UTL TRENCH � ry � � � ----- M .. , r `'W, lE/ tG7 _ _ �5 qC DWY �- � / /��// E, ECR �E� MID DECK - -SS _ J � � E) 6' '1W( r' , � .._.. , (E, �• � � ( . � r j�� y_� � s�`' �� 1 4 �) � I \ __ _ -� -_ __ -----�� ,`' "/ � ` � E) PAPO I �—,., � R `�sL r . -<.. 1 \ -w 1 �-,.�. (E) RE7C wALL e �.- - + k' � � � = j \: �E) �� ` ,, t20.5�7 x — \ � C/L 10' UNDFRGROUND � . CB RIM=d13.32 � �) 1T�S.. ,. , 4' TREE �, � FACILffY EASEMEM INV OUT=865.6 1 . `_..- \ ,.,•-_. _ _ • �Ey ' �E) ;t2' 1REE I � . � � " �� / j_..m•'.. �^ (E) ,,Q• � (E) FDC � � ,,, _ � D922 OR 199 k 202 ;: , . . r . , � ; , . „� i : � ~/ �-� �� � � - x � , . �,.� � 1 �;. . : `� �� _ ''�(E) 10��1REE •(E) 10�TREE , y , � . � ' - (E) 3ETAINING WALL � �+, Z WORKING NORTH GRAPHIC SCALE w a m a eo ieo ( IN FEET ) i �n�n = ao n. .A€'.ti' �c��.....��....004 \ '� `� . c , (E) stim ,., ,�a; � �i �r. � 360.24 SF - _ �. � , E CB RIM=850.72 �� _ � ' '''":- "�"� � .'~ '2 INV IN=848.9 ' '2" INV OUT=848.3 � �I � �Z� .__- . �_. '�{EJ � ....�. � � ._ .(E;ie' 1� 'N � x � � � ��0� �E)_e�,�j 0� � j / . �C 0 � � ,�� b. � _ - � _ _ , \ � Q� j ,�� ' ��/ 1' IP \� �1� � / �1 f�- � \ � � � ` ; 1' IP \ �n I � ° � � 1 / � ��"� ��� ....#{� ._ �}fl # � Z� c�r. � �� FOUND IP \ � ` � � � Nf,--1 I \ \ -?. �' / �� � DET/�IL � � -�� � ` " � i �g S� + (E) ELEC BOXES � ;� \ AI'�ti' ��L? t? - •� � -t11:i t � t . _ �, � I. � 4 . .w u` ��'Fk�1s�i'� . 10^ UNDERGROUND_PGdcE k 10' PUE FOR TOPOGRAPHY SEE EXISTING & NEW SITE PLANS. FOR NEW IMPROVEMENTS SEE NEW SITE PLAN. PLOT PLAN i " = ao' BASIS OF BE4RINGS: THE BEARING OP SO'25'36"W ALONG THE EASTE�LY UNE OF LOT 18, AS SHCwN ON TRACT v0. 6310 FILED FOR RECCRD IN BOOK 439 OF MAPS AT PAGES 24-26, WAS TAKEN AS THE 3A515 OF BEARINGS FOR THIS SURVE'!. BENCHMARK: THE FINISH FLOOR ELEVATION OF 883.50 FROM THE TOPOGRAPHIC SURVEY DONE BY CLEMENTS & ASSOCIATES IN JUNE OF ?998 WAS TAK�� AS THE BENCHMARK FOR THIS SURVEY. CONTOURS: FOR TOPOGRAPHY SEE EXISTING SITE PLAN. RFFF_RFNrF: THE BASES CF THIS PLAN wAS A BOUNDRY AND TOPOGRAPHIC SURVEY BY: UNCERWOOC & ROSENBLUM,INC. 1630 OAKLAND ROAD, SUfTE A114, SAN JOSE. CA. 95131 (408) 453-1222 DATED 4-15-OS Revision DRAWN BY o � U � o�$ � ^�� i� a DE�VED 9�X BU�T BY � o� C N M y 1 � N � °° N �a � g Q ,,, � � � � m �Q � a a �, ` j ����� , _ Q Z � Z ` � C � L U- Q U J U U � Z a�� � � � Q U O � � W o� a� (1� � O 0 Zoo � � � � � a Z �.�..� W � Q � W�� N N Date: 8/12/11 Scale: 1' = 40' Designed 8y: R.S. Job: Sheet A3 4 of 15 .. ___ —._ , _ ....___ � _. . , . ., NO'TE _.... . _ ., ,, '��. . . __.. __._.. � 5 - - ,' -, /� _._. _ _ 09 8 S _ , . 8 ,._ _ _ . __ _ _ -' g5 - -- � 1. INFORMATICN SHOWN I =R M FI ,..._�'--..._.. . S„ SC_.... ' - .......- _ . _ \ � '� S 0 ELD MEASURE�AENTS , --.-, O / . - _ _. .._.._. _ _ ._ __...... ... � AND INFOR!vtATION FIiRNISHED. -... �,., _......... ,....., D�� .. _., -'. ._ �... _ .... __ _ _ _ .-- .__ _- _ , , cP 4'. .. �-. , - ., '•�.,, . . ... . -- , _ � ..... ._ . . �,� _. � , o �. /_ -_ 2. ALL UTILITIES, ETC., ARE SHOWN APPROXIMATE, IT IS � . ,��. `' - . __. _-....-...-. -...-.._ • _- ,. , ,... ..._.. Z THE CONTRACTOR'S R SPONSIBILIT" A AN . O I� .... g6''.,..,, ".. �'- ,,. _...�-- .��/ ' . �-� , , �, , E TO LOC TE D _,_..... 0 �. .. ` .... .� ,.... .. . � . _..._..... _. _ .._.. - , g65 �- �- PROTECT ALL EXISTING FACILITIES THAT ARE TC REMAIN. ' --, - D��I .. , '� '�� `• -- " � -' '" � WORKING NCRTH , � .,_„ 5 � ,_., •. ,._ - _. __ ...._... -___ . � � \ � . � „ ... _._. , .. 6 ., ,_ , . __.. _..... .... 3. THE SITE DRAINS. THE CONTRACTOR SHALL �AINTAW __. �_ ..... �_ . • F, • . - ... . _ . __ _._...__ � ; �-• � O SLCPE . � � � " 6� ' ALL STCRM ORAINAGE. _. 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POR '".:.;J NCW IMPROVm'�CNT9 .......�......>'�,•....>'" �:1 (GJ MiCH RM I "�'� I 1:1.�........�........... .._._ E�:� _ w:.Y : I (�J LIVM6 RM � /(R; NP ' f i) B' CiILING I _......... . ,. : �;� �� * ,`.E WALLB SNOUA�I CR086F6oTCNm N��ON � TO D� R�"IOv�D o � h , o � R 'I wur �1 Ir1iVT� 1�� I V � IMY MLOOR F�LAJ�I (t) dGRM 3 c�� S' c�iLnrrs .�. �,. . ,. . . , ., _ ,; „i N >� I Y CC) ROO� TO R!!I"'L41N � �� TO tXT/NT POS8IBL�, SP� NitW ROOR PLAN ; a� e� �i�in� liJ KITCNGN ltJ NOqC ;' li) 8' CiILING ;i� l31 9' CB�L�NG ;:� �� � ..a (W PORCN � ^ _ Y:; _ . - . _.._ �, ._ --�- ...._...,. ... ... _,_.:. � . _...,._,. ... __. _ _ _ ___4a . ! ; � . - _._��� �;� _ � s .. ..� ,_ .,.. ; � t � � k . _ ,, ,, � t , � /) ; ?�r j / � ` � - '�� ... . v�. �'i6 ( y / r ! / i � 7 � �8�€a a � � ' �� q+,��..� � � _�,iJ.a.. ��"� �:i13� ��t��3l��C!' 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DIRlCT V�IT, , MD � 9Ll+L�D Ci�lAi'1D�28. i __ 6fRl+P. 28 6d FIIN, I' WIO� nl�l � � Date: 8 12 11 CEJ PAvER P,4TI0 tt� uweee�t cRta =-' � r�uur�eeae ta3 rwr e� ue�, = r 3n��r6',�a.��rcROU�o Scale: AS SHOWN �t��a�ca a�o ai c� its �u�ar�cte s►+aLL , ��� wot� �� Pa�oR ro a�n� � �or�onis i� Ns�rRU rv+NUO�.� r,�. �� �a� �.cNCSC� a� ........._. .... ...._._....._ .............................._... ...... .-....................__............_._.._......_. � swuro� va.,,e � � �� co�aucm ro stuos r, u� � �.e�aeu .',os ��t � � w�na uu v4' nn� �nci eo�ts Designed By: R.S. (�) 4JOOD DtClC w. w. rex�tt�rt � NEUJ UTILftY PL�4N ` �ob: � ��'�'�,�« � , uJALL L�Cs�i�lD: �N, o�� � vs�� , r.m• m out�o�s � Sheet �a' wir,�+ qc�, 9�isrncr�ur oaiP Pau wit++ aQaa� cowv�noN CNT VALYE ON T}li GPPLIMICEi, ; a• o z' i a' �'' tXISTIN4 UJALLB 0 SCIN�, �P W0�70 US� P.7Dr. ��� Locan nior ues n�.w �• � ..............._.........._........._......................_...- -..................._ ....................: :: _,.:: ux+w a� cotitacr uu carcRnt -; � � ° UJ�4tER HE�t�R DEtAIL f N�W W�4LLb 1 inch = 4 fk _ --- N.1.8. �� 1 5 of 15