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Plan Set_7.pdf'OMNIPOINT DBA T • mmobile • w m z> W J N 85 Jo HOMESTEAD RD 2 REV. §jSITE TITLE SHEET � T2 0 z :ji 5 280 JUNIPERO ANTENNA SPECIFICATIONS SERRA FWY 0�. T4 z J J p � 5 SUNNYVALE z j CONDITIONS OF APPROVAL VICINITY MAP Cl TOPOGRAPHIC SURVEY o DIRECTIONSFROM T -MOBILE OFFICE AT 1855 GATEWAY BOULEVARD, CONCORD CA: 1. TAKE 1-680 S TOWARD OAKLAND/SAN JOSE - GO 37.6 MI 2. TAKE EXIT #12/MISSION BLVD ONTO MISSION BLVD(CA-262 W) TOWARD MISSION BLVD WEST/WARM SPRINGS DISTRICT (1-880)/UC EXTENSION - GO 1.2 MI 3. TAKE LEFT RAMP ONTO 1-880 S TOWARD SAN JOSE - GO 3.9 MI 4. TAKE THE MTN VIEW EXIT ONTO CA -237 W - GO 9.4 MI 5. TAKE EXIT #1B/LOS GATOS (CA -82 S)/SANTA CRUZ ONTO CA -85 S - GO 3.3 MI 6. TAKE THE HOMESTEAD ROAD EXIT - GO 0.3 MI 7. TURN LEFT ON HOMESTEAD RD - GO 0.9 MI 8. ARRIVE AT NORANDA DR & W HOMESTEAD RD, SUNNYVALE, ON THE RIGHT DRIVING DIRECTIONS DO NOT SCALE DRAWINGS THESE DRAWINGS ARE FORMATTED TO BE FULL-SIZE AT 24"X36". CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR MATERIAL ORDERS OR BE RESPONSIBLE FOR THE SAME. GENERAL CONTRACTOR NOTES SF44041 PGE STEELING SUB TOWER #: 411-69129-2111 LINE NAME: STEELING -MONTH VISTA 11 5K PRJ 2008-17 NEW SITE SBE #:735-43-526-1 N. STEELING ROAD @HOMESTEAD ROAD CUPERTINO, CA 95014 COUNTY OF SANTA CLARA THE PROJECT INVOLVES THE INSTALLATION OF: -(8) PANEL ANTENNAS AND (1) MICROWAVE DISH MOUNTED TO EXISTING PG&E LATTICE TRANSMISSION TOWER. -(4) BTS CABINETS MOUNTED TO NEW CONCRETE SLAB ON GRADE. -ANTENNA COAXIAL TRANSMISSION LINES FROM BTS TO ANTENNAS. -POWER AND TELEPHONE SERVICE TO BE PROVIDED FROM EXISTING SOURCES. PROJECT DESCRIPTION APPLICANT/ LESSEE T -MOBILE OMNI POINT COMMUNICATIONS 1855 GATEWAY BOULEVARD, 9TH FLOOR CONCORD, CA 94520 LEASING MANAGER ZONING MANAGER RYAN CROWLEY DAYNA AGUIRRE (415) 341-5301 (925) 548-7671 TRED HAGLUND SYNERGY SITES CONSULTING, INC. 393 MESA VIEW DRIVE ARROYO GRANDE, CA 93420 (805) 264-2680 PROPERTY INFORMATION LANDLORD: PACIFIC GAS & ELECTRIC CO. ADDRESS: 77 BEALE ST. SAN FRANCISCO, CA 94105 CONTACT: RICH SARTINI PHONE: (415) 308-9400 AREA OF CONSTRUCTION: 216± SQ. FT. OCCUPANCY TYPE: S-2 CONSTRUCTION TYPE: TYPE V -B CURRENT ZONING: BQ LAT: 37' 20' 08.63" N [NAD 831 LONG: 122' 02' 36.96" W A.P.N.: 326-07-035 HANDICAP T -MOBILE FACILITY IS UNMANNED AND NOT REQUIREMENTS: FOR HUMAN HABITATION. DISABLED ACCESS NOT REQUIRED IN ACCORDANCE WITH CALIFORNIA STATE ADMINISTRATIVE CODE, TITLE 24, SECTION 1105B.3.4, EXCEPTION 1 PROJECT SUMMARY ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. 1. 2007 CALIFORNIA BUILDING CODE 2. INTERNATIONAL BUILDING CODE 3. INTERNATIONAL CODE COUNCIL (ICC) 4. 2007 CALIFORNIA MECHANICAL CODE 5. ANSI/EIA-222-F 6. 2006 NFPA 101, LIFE SAFETY CODE 7. 2007 CALIFORNIA PLUMBING CODE B. 2007 CALIFORNIA ELECTRICAL CODE 9. 2007 CALIFORNIA ADMINISTRATIVE CODE 10. CITY/COUNTY ORDINANCES 11. 2002 NFPA 72, NATIONAL FIRE ALARM CODE 12. NFPA 13, SPRINKLER CODE 13. 2007 CALIFORNIA ENERGY CODE, TITLE 24 CODE COMPLIANCE ARrHITFrT MICHAEL WILK ARCHITECTURE 833 MARKET STREET, SUITE 805 SAN FRANCISCO, CA 94103 CONTACT: STELLA HE CONTACT NUMBER: (415) 839-9594 FAX NUMBER: (415) 904-8388 SURVEYOR QUIET RIVER LAND SERVICES, INC. 5673 WEST LAS POSITAS BLVD SUITE 215 PLEASANTON, CA 94588 CONTACT NUMBER: (925) 734-6788 FAX NUMBER: (925) 734-6732 STRUCTURAL ENGINEER JEFFREY VAN DYKE 1470 FELTA ROAD HEALDSBURG, CA 95448 CONTACT NUMBER: (707) 696-3721 ELECTRICAL ENGINEER RANDALL LAMB ASSOCIATES 208 UTAH STREET, 4TH FLOOR SAN FRANCISCO, CA 94108 CONTACT: RUDY ZEPEDA CONTACT NUMBER: (415) 512-9771 x113 FAX NUMBER: (415) 512-8940 PROJECT TEAM SHEET DESCRIPTION REV. Tl TITLE SHEET 5 T2 GENERAL NOTES 5 T3 ANTENNA SPECIFICATIONS 5 T4 BATTERY SPECIFICATIONS 5 T5 j CONDITIONS OF APPROVAL 5 Cl TOPOGRAPHIC SURVEY 5 C2 TOPOGRAPHIC SURVEY 5 Al OVERALL SITE PLAN 5 A2 ENLARGED PROJECT AREA PLAN 5 A3 ENLARGED EQUIPMENT AREA PLAN, ANTENNA LAYOUT, DETAILS 5 A4 ELEVATIONS 5 A5 DETAILS 5 A6 DETAILS 5 A7 DETAILS 5 AH DETAILS 5 Sl STRUCTURAL NOTES / CONC. SLAB / CABINET ANCHORAGE 5 S2 FENCE DETAILS 5 El SINGLE LINE DIAGRAM 5 E2 ELECTRICAL PLANS 5 E3 GROUNDING PLANS 5 SHEETINDEX TITLE SIGNATURE DATE LEASING ZONING CONSTRUCTION T -MOBILE PM RF ENGINEER LANDLORD SIGNATURE BLOCK MICHAEL WILK M ARCHITECTURE w 833 Market Street, #805 San Francisco, CA 94103 T: 415-839-9594 F: 415-904-8388 www.wilkarch.com C) Z- 0 m� ; 0�� o} � U QC �U 0 ■ LI U � Z �0 O z ■ 9: L■ , a_ C-' zm ■ 2Q W fn 0 w VA W REO AB PEL J. �y C-29682 * EXP. 9-30-09 *' �P 9� OF CALF DRAWN BY: SH CHECKED BY: MW NO DATE ISSUE 1 111/26/0890% ZONING 2112/17 OS 100% ZONING 3103Z24/09 90% CONST. 4 05/11/09 90% CONST. REV. SHEET TITLE TITLE SHEET SHEET NUMBER T-1 Z- 0 ; 0�� _ ItZ �U d' J Z W n H 0 W W p W fn 0 w W X: CL (D U REO AB PEL J. �y C-29682 * EXP. 9-30-09 *' �P 9� OF CALF DRAWN BY: SH CHECKED BY: MW NO DATE ISSUE 1 111/26/0890% ZONING 2112/17 OS 100% ZONING 3103Z24/09 90% CONST. 4 05/11/09 90% CONST. REV. SHEET TITLE TITLE SHEET SHEET NUMBER T-1 SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. ❑ SOILS COMPLIANCE PRIOR TO FOUNDATION ❑ HIGH STRENGTH BOLTING INSPECTION ❑EXPANSION ANCHOR INSTALLATION ❑ CONCRETE OVER 2500 PSI AT 28 DAYS ❑ SPRAYED -ON- FIREPROOFING ❑ CONCRETE PLACEMENT AT SLAB ON GRADE ❑ ❑ STRUCTURAL MASONRY WRITTEN CERTIFICATION FOR PROPER PLACEMENT OF REINFORCEMENTS AT SLAB ON GRADE ❑PRESTRESSED CONCRETE ❑ FOUNDATION EXCAVATION AND FILL INCLUDING ❑ ALL FIELD WELDING UTILITY TRENCHES ❑ REINFORCING PLACEMENT ❑ CERTIFICATION OF BUILDING PAD, FOUNDATION ❑ DESIGNER SPECIFIED (SEE SHEET#-) AND FILL BY THE GEOTECHNICAL ENGINEER OF THE RECORD ❑ OTHER ❑ VERIFICATIONS OF MILL REPORT ❑ IDENTIFICATION OF STEEL AND AT JOB SITE ❑ ADHESIVE BOLTS IN CONCRETE OR MASONRY ❑ ANCHOR BOLTS INSTALLATION AND PLACEMENT IN CONCRETE 1 SPECIAL INSPECTION REQUIREMENTS 1 6 1 A.B. A/C ACOUS. AGGR. AL. ALT. APPROX. ARCH BD. BLDG. BLKG. BM. BOT. B.U.R. CEM. C.I. C.I.P. CLG. CLKG. CLR. CMU COL. COMP. CONC. CONT. CTR. DBL. DEPT. DET. DBL. DEPT. DET. D.F. DIA. DIAG. DIM. ON. D.P. D.F. DIA. DIAG. DIM. DR. DS. DN. DS. D.S.P. DTL. DWG. (E) ANCHOR BOLT AIR-CONDITIONING ACOUSTICAL AGGREGATE ALUMINUM ALTERNATE APPROXIMATE ARCHITECTURAL BOARD BUILDING BLOCKING BEAM BOTTOM BUILT-UP ROOFING CEMENT CAST IRON CAST -IN-PLACE CEILING CAULKING CLEAR CONCRETE MASONRY UNIT COLUMN COMPOSITION CONCRETE CONTINUOUS CENTER DOUBLE DEPARTMENT DETAIL DOUBLE DEPARTMENT DETAIL DOUGLAS FIR DIAMETER DIAGONAL DIMENSION DOWN DAMPPROOFING DOUGLAS FIR DIAMETER DIAGONAL DIMENSION DOOR DOWNSPOUT DOWN DOWNSPOUT DRY STANDPIPE DETAIL DRAWING EXISTING ABBREVIATIONS EA. E.B. E.J. EL. ELAS. ELEV. ENCL. EQ. EQPT. EXP. EXPO, EXT. FDN. FIN. FL. FLASH. F.O.C. F.O.F. F.O.S. FIN. FL. FLASH. F.O.C. F.O.F. F.O.S. F.S. FT. FTG. GA. GALV. GND. GR. G.S.M. GYP HDG HT. HORIZ. I. D. INT. LT. LVR. L.W. MAX. M.B. MECH. MEMS. M ET. MFR. MIN. GROUT OR PLASTER 0 CONCRETE EARTH mm PLYWOOD GRAVEL ® WOOD CONTINUOUS ® WOOD BLOCKING STEEL SYMBOLS EACH EXPANSION BOLT EXPANSION JOINT ELEVATION ELASTOMERIC ELEVATION ENCLOSURE EQUAL EQUIPMENT EXPANSION EXPOSED EXTERIOR FOUNDATION FINISH FLOOR FLASHING FACE OF CONC. FACE OF FINISH FACE OF STUDS FINISH FLOOR FLASHING FACE OF CONC. FACE OF FINISH FACE OF STUDS FULL SIZE FOOT OR FEET FOOTING GAUGE GALVANIZED GROUND GRADE GALVANIZED SHEET METAL GYPSUM HOT DIPPED GALVANIZED HEIGHT HORIZONTAL INSIDE DIAMETER INTERIOR LIGHT LOUVER LIGHTWEIGHT MAXIMUM MACHINE BOLT MECHANICAL MEMBRANE METAL MANUFACTURER MINIMUM MISC. MISCELLANEOUS MTD. MOUNTED MTL. MATERIAL (N) NEW N.I.C. NOT IN CONTRACT NOM. NOMINAL N.T.S. NOT TO SCALE 0/ OVER O.C. ON CENTER O.D. OUTSIDE DIAMETER OPNG. OPENING PL. PLATE PLAS. PLASTER PLYWD. PLYWOOD P.T. PRESSURE TREATED PTDF PRESSURE TREATED DOUGLAS FIR RAD. RADIUS R.D. ROOF DRAIN REF. REFERENCE REINF. REINFORCED REQ. REQUIRED R.O. ROUGH OPENING SCHED. SCHEDULE SECT. SECTION SHT. SHEET SHTG. SHEATHING SIM. SIMILAR SQ. SQUARE S.S. STAINLESS STEEL STD. STANDARD STL. STEEL SYM. SYMMETRICAL T & G TONGUE & GROOVE THK. THICK TS TUBE STEEL T.W. TOP OF WALL TYP. TYPICAL U.O.N. UNLESS OTHERWISE NOTED VERT. VERTICAL VIF VERIFY IN FIELD W/ WITH WD. WOOD W/0 WITHOUT WP. WATERPROOF WT. WEIGHT W.W.F. WELDED WIRE FABRIC 1. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NO' BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION. 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE FROM THE SITE AND DISPOSED OF LEGALLY. 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER AND/OR LOCAL UTILITIES. 6. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION 7. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATI01 FOR SITE SIGNAGE. 8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. 9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 10. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED IN THE PROJECT SPECIFICATIONS. 12. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. SITE WORK GENERAL NOTES 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST -IN-PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615 GRADE 60 DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD, UNO. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH ........ 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: 6 AND LARGER..........................2 IN. 5 AND SMALLER & WWF.........1 1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL ...............3/4 IN. BEAMS AND COLUMNS...............1 1/2 IN. 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO,IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. EXPANSION BOLTS SHALL BE PROVIDED BY HILTI INC. AND SHALL BE STAINLESS STEEL HILTI KWIK BOLT TZ OR APPROVED EQUAL, UNLESS OTHERWISE NOTED IN PLANS. CONCRETE AND REINFORCING STEEL NOTES 1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED. 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR - GENERAL CONTRACTOR SUBCONTRACTOR - SUBCONTRACTOR OWNER - CARRIER OEM - ORIGINAL EQUIPMENT MANUFACTURER 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF ARCHITECT/ENGINEER. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE CODE AND REGULATIONS. 5. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ARCHITECT/ENGINEER. 9. CONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. CONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. CONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONSTRUCTION MANAGER. 10. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 11. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED 3 SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 12. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 318. 14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 2500 PSI STRENGTH AT 28 DAYS. ALL CONCRETING WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. 15. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. 16. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 17. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY CONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. 18. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. 19. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2 -A/10 -BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE WORK AREA DURING CONSTRUCTION. 20. CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES TO PREVENT STORM WATER POLLUTION DURING CONSTRUCTION. GENERAL NOTES 1 1 1 ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN 4 THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. -2007 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R. % I 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM _JI TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL BE TOUCHED UP. 3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4"0) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. 5. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. STRUCTURAL STEEL NOTES -2007 CALIFORNIA BUILDING CODE(CBC), PART 2, TITLE 24, C.C.R. (2006 INTERNATIONAL BUILDING CODE AND 2007 CALIFORNIA AMENDMENTS) -2007 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. (2005 NATIONAL ELECTRICAL CODE AND 2007 CALIFORNIA AMENDMENTS) -2007 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R. (2006 UNIFORM MECHANICAL CODE AND 2007 CALIFORNIA AMENDMENTS) -2007 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. (2006 UNIFORM PLUMBING CODE AND 2007 CALIFORNIA AMENDMENTS) -2007 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R. (2006 INTERNATIONAL FIRE CODE AND 2007 CALIFORNIA AMENDMENTS) -2007 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. -TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHALL REGULATIONS APPLICABLE CODES MICHAEL WILK M ARCHITECTURE 833 Market Street, #805 San Francisco, CA 94103 T: 415-839-9594 F: 415-904-8388 www.wilkarch.com CY � o o J� m � rn �U a� 0 L, U L, Z ■ �0 O Z ■ 0 aOIL _L Z Ill 2Q� 0 �t CID O _ rn porn �t Z �� 0 - (D Q U LL w Z U) 0 LLI Lu (n 0 w rLu z = a V C U F.D J, AR G PEI. y C-29682 * EXP. 9-30-09 �P 9� OF CALIF DRAWN BY: SH CHECKED BY: MW 2 12 17 OS 100% ZONING 3 03/24/09 907 CONST. CONST. SHEET TITLE GENERAL NOTES SHEET NUMBER T-2 SPOT ELEVATION Q REVISION xO GRID REFERENCE eDETAIL REFERENCE ELEVATION REFERENCE SECTION REFERENCE 1. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NO' BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION. 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE FROM THE SITE AND DISPOSED OF LEGALLY. 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER AND/OR LOCAL UTILITIES. 6. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION 7. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATI01 FOR SITE SIGNAGE. 8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. 9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 10. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED IN THE PROJECT SPECIFICATIONS. 12. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. SITE WORK GENERAL NOTES 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST -IN-PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615 GRADE 60 DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD, UNO. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH ........ 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: 6 AND LARGER..........................2 IN. 5 AND SMALLER & WWF.........1 1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL ...............3/4 IN. BEAMS AND COLUMNS...............1 1/2 IN. 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO,IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. EXPANSION BOLTS SHALL BE PROVIDED BY HILTI INC. AND SHALL BE STAINLESS STEEL HILTI KWIK BOLT TZ OR APPROVED EQUAL, UNLESS OTHERWISE NOTED IN PLANS. CONCRETE AND REINFORCING STEEL NOTES 1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED. 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR - GENERAL CONTRACTOR SUBCONTRACTOR - SUBCONTRACTOR OWNER - CARRIER OEM - ORIGINAL EQUIPMENT MANUFACTURER 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF ARCHITECT/ENGINEER. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE CODE AND REGULATIONS. 5. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ARCHITECT/ENGINEER. 9. CONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. CONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. CONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONSTRUCTION MANAGER. 10. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 11. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED 3 SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 12. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 318. 14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 2500 PSI STRENGTH AT 28 DAYS. ALL CONCRETING WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. 15. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. 16. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 17. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY CONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. 18. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. 19. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2 -A/10 -BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE WORK AREA DURING CONSTRUCTION. 20. CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES TO PREVENT STORM WATER POLLUTION DURING CONSTRUCTION. GENERAL NOTES 1 1 1 ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN 4 THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. -2007 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R. % I 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM _JI TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL BE TOUCHED UP. 3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4"0) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. 5. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. STRUCTURAL STEEL NOTES -2007 CALIFORNIA BUILDING CODE(CBC), PART 2, TITLE 24, C.C.R. (2006 INTERNATIONAL BUILDING CODE AND 2007 CALIFORNIA AMENDMENTS) -2007 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. (2005 NATIONAL ELECTRICAL CODE AND 2007 CALIFORNIA AMENDMENTS) -2007 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R. (2006 UNIFORM MECHANICAL CODE AND 2007 CALIFORNIA AMENDMENTS) -2007 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. (2006 UNIFORM PLUMBING CODE AND 2007 CALIFORNIA AMENDMENTS) -2007 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R. (2006 INTERNATIONAL FIRE CODE AND 2007 CALIFORNIA AMENDMENTS) -2007 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. -TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHALL REGULATIONS APPLICABLE CODES MICHAEL WILK M ARCHITECTURE 833 Market Street, #805 San Francisco, CA 94103 T: 415-839-9594 F: 415-904-8388 www.wilkarch.com CY � o o J� m � rn �U a� 0 L, U L, Z ■ �0 O Z ■ 0 aOIL _L Z Ill 2Q� 0 �t CID O _ rn porn �t Z �� 0 - (D Q U LL w Z U) 0 LLI Lu (n 0 w rLu z = a V C U F.D J, AR G PEI. y C-29682 * EXP. 9-30-09 �P 9� OF CALIF DRAWN BY: SH CHECKED BY: MW 2 12 17 OS 100% ZONING 3 03/24/09 907 CONST. CONST. SHEET TITLE GENERAL NOTES SHEET NUMBER T-2 Pinaduct Data Optimizer' Panel Dual Polarized Antenna equipped with (2) AISG 2.0 ACU motors .natrnoftalcX-Pobr2edmWmwinasngleradw thepanofwdrlablauk am—, prnndes exceptional suppresson of all uppzr ndelobes at all dowi,cla angles R aM features a nide dmm,k range. This antenna is optimized fw pedormance acne sthe entre AWS frequenry hand (1710-21 S5 MiAt). The ant.na comes p -,.,. —d wnh i, antenna control units (ACL). • Vadabk olactiol d—ilt - protides enhanced precidon in mmrolli intaceg in....ce it's Thetinfield adjustable 0.10 deg. • High Suppressm of alt Upper Sidebbes (Typically < 20dW. • Gain tracking - difference between AWS UL (1710-175li and DL 01102155 MHz) Ad6. • Two X-0dadsed panek in a singla radon. • Azfmudl hnriauntal beamwiddl difference <M g let— AWS UI. (1710-1755 MHz) and DL 01102155 MHz) • Low profile far low visoal impact. • Dual polarization; Broadband design. • Includes (2) AISG 2.0 Compatible ACU-A20N antenna control units F R Electric 5 Aatwns Fie Pan Nal:i71 C-?tA TI p.- VamHe FknncApua+tlM d o -to c Ha2cne Bealm5del lea 659 I �� VSWR c 1.4'.1 vaertl Besmmdl --- UddnbeV�ox pd-- I`— dar¢atonf cot-inBuk n us b IN5a__PK w-__-_ on 1e:we<n Pixsx A6 = �¢ tAntlre rrMecdm 4reN GmuM u _ G 3rtl Cider FaPe2x4+dan. d3c 1m 165 'd Vartirai Pattern 3 Medlanical Spociliratlons RAMVArtl 1pee4 tmfiV W 16J IICoi M 440 Baa m .veatcaa +Iml pfia(6e M1@umum TItuA 6 RAM WiM h n,Ul Fratt tnant @RAM WndN btu 7F/F17) g Rexam,r Memu al,naun 6MiaP Flenxnl MatMA 6rm 6 RM�Ir unv ltuadess u hve N` 3-�6 pN lanais .e,dao F? Path wx HxyiA 5n1 6. 30x360(61 i6.Sx10.� 6 fro I .m( 34 51 SH waynwrD gex,sF,arsm,aaewuaane Horizontal Pattern al wra ne a.raar a.no I I .... fleNO wn[us on ale M@me[et hty:.xvrei.M1swon4wm Radio Fro WanW Sysam ANTENNA SPECIFICATIONS ANTENNA ANTENNA COAXIAL CABLE ELECTRICAL MECHANICAL ANTENNA RAD SECTOR AZIMUTH MAKE/MODEL CABLE LENGTH SIZE DOWNTILT DOWNTILT CENTER T.B.D. BY A40' APXI6DWV-16DWV- ±108' 7/8"0 RF 0' A.G.L. S -E -A20 ENGINEER T.B.D. BY ±92'-1 ' B 140° APXI6DWV-16DWV- ±108' 7/8"0 RF 0' S -E -A20 ENGINEER A.G.L. T.B.D. BY C 210' APXI6DWV-16DWV- ±108' 7/8"0 RF 0' S -E -A20 ENGINEER A.G.L. T.B.D. BY D 310' APXI6DWV-16DWV- ±108` 7/8"0 RF 0' S -E -A20 ENGINEER A.G.L. GPS I NA ERICSSON ±35' I 1/2"0 I NA I NAI ±20'- " A NOTE: THE INFORMATION PROVIDED ABOVE MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO ORDERING ANY EQUIPMENT. - - ANTENNA CONFIGURATION CHART MICHAEL WILK M ARCHITECTURE w 833 Market Street #805 San Francisco, CA 94103 T: 415-839-9594 F: 416904-8388 www.wilkarch.com � O O JJ S rn 0rm4 >o J n CD � A Qct V �U Hw- u Lo o O Lo U � Z ■ pp O Z O CL E Z a 2Q 0/J�a W T- U) Ua o 0 N_} Cr) o�rn V z U UW W J � O LL LU w Cn U) O W \!W Z V n U PED AR tiP PEL J,�y y �P 9p� v � F r^ C-29682 * IXP. 9-30-09 d`r9� OF CAL(F�\P DRAWN BY: SH CHECKED BY: MW IVU JAIL IJJUt T111/26/081 907 ZONING 1 4105/11/091 907 CONST. REV.1 SHEET TITLE ANTENNA SPECIFICATIONS SHEET NUMBER T=3 BATTERY SPECIFICATIONS MATERIAL SAFETY DATA SHEET NORTHSTAR LEAD ACID BATTERY C. Motedw M.Imans: 1. Remove c-nbuMible mMerids antl all mindsollgngbn. C.vasp115wM5da axil (mdum .-male). qul'sh. I-- oxka). Mx suet. Make.elan mbdure is nasi d, then soled reside antl place in a drum. daradmble coMdna. Dlapwd des hs.rd. waste. 2. Weer aci6reseaM hoots, chemical face shim, dram rel spash goggles, and ads- dem gbwa. Do nmrdeaee p dbaiaedadd. D. Waal. dspowJ Method 17: 1. 8dery emdroyta (add): NeOnlize as.bow fee spill,.Iled maIdue. and place in a dun . suitable aonle.w.. Dispose mors haaadomwaste. 2. D. -II dtleadds...heedaddbsovra. 3. In rase of acddanlal spill, ubit, permrel prdamve egdpmml, i.e., lace shied, Mb bar ap ron, -lain. safety shoes. 4. Batteries: Send to lead smdtaforredamaeon /tllo4tng applicable Fepml, Slateandlo.lregulations.Prodlmlcmbemcydedalongwehadm (SLI) lead ..betaines. 5. Battery may Immiss ed, sipping pas -paid, to...anuh-, any didlibulor f. recoding. Sae 1.L 1. maadaeWrer's etltlrew.n Nsk sur web ate wrrvi_naNdadmB¢rycm. •In aced ish.. to Local, Ste. and Federal mgulatims and laws. E. Omer Handling and Stodge Phad...s: None Required. XI. ECOLOGICAL INFORMATION: Led and its oumpwnda win pose, three If, assetlto masuk aa. See -hate Disposal Memod in Section X Pad D. XII. NFPAHAZARDRATING: SIJLFURICACID: Rammablity(Rad) = 0 Realm (NYue) = 3 Reatlitil(Yelov) 1 BO Qear4: oral Dbc tees. Nfic----- T Pe -see MATERIAL SAFETY DATA SHEET fir. NORTHSTAR LEAD ACID BATTERY XIII. DEPARTMENT OFTRANSPORTATION AND INTERNATIONAL SHIPPING REGULATIONS: PmphShpp.g UN2800-Batbry, wet, non-spilable (dedric storage) 3f U.b FnpAea Unm HegM _ 2670 mm _._..-........... 11_wIrrJfm WIMh IOi 6 mm 4.24 kKhes Length 3960 mm 15.591rc.es_ _ _ WegM 356 mOgmm -.-763 goads Terminal Temprc 80 NeAo meMmmnpwd. Iwo MATERIAL SAFETY DATA SHEET NORTHSTAR LEAD ACID BATTERY C. Motedw M.Imans: 1. Remove c-nbuMible mMerids antl all mindsollgngbn. C.vasp115wM5da axil (mdum .-male). qul'sh. I-- oxka). Mx suet. Make.elan mbdure is nasi d, then soled reside antl place in a drum. daradmble coMdna. Dlapwd des hs.rd. waste. 2. Weer aci6reseaM hoots, chemical face shim, dram rel spash goggles, and ads- dem gbwa. Do nmrdeaee p dbaiaedadd. D. Waal. dspowJ Method 17: 1. 8dery emdroyta (add): NeOnlize as.bow fee spill,.Iled maIdue. and place in a dun . suitable aonle.w.. Dispose mors haaadomwaste. 2. D. -II dtleadds...heedaddbsovra. 3. In rase of acddanlal spill, ubit, permrel prdamve egdpmml, i.e., lace shied, Mb bar ap ron, -lain. safety shoes. 4. Batteries: Send to lead smdtaforredamaeon /tllo4tng applicable Fepml, Slateandlo.lregulations.Prodlmlcmbemcydedalongwehadm (SLI) lead ..betaines. 5. Battery may Immiss ed, sipping pas -paid, to...anuh-, any didlibulor f. recoding. Sae 1.L 1. maadaeWrer's etltlrew.n Nsk sur web ate wrrvi_naNdadmB¢rycm. •In aced ish.. to Local, Ste. and Federal mgulatims and laws. E. Omer Handling and Stodge Phad...s: None Required. XI. ECOLOGICAL INFORMATION: Led and its oumpwnda win pose, three If, assetlto masuk aa. See -hate Disposal Memod in Section X Pad D. XII. NFPAHAZARDRATING: SIJLFURICACID: Rammablity(Rad) = 0 Realm (NYue) = 3 Reatlitil(Yelov) 1 BO Qear4: oral Dbc tees. Nfic----- T Pe -see MATERIAL SAFETY DATA SHEET fir. NORTHSTAR LEAD ACID BATTERY XIII. DEPARTMENT OFTRANSPORTATION AND INTERNATIONAL SHIPPING REGULATIONS: PmphShpp.g UN2800-Batbry, wet, non-spilable (dedric storage) Name reef xam�n A4 mm� Bdtaia mudbe pakdmpoled .pend ehddmaa adfimysavedbdkb a dicta ATA A. ChmlmlThede Name(( pa on label): Lead AM Batley Pmkeg'v9 nsbudon BOd Nd resNded prspdelPmddanAfiy. Eladdal Stomas Batley NMa� BNayCompaa pmdlda,s-mpetladtedd b/ly%,telabA hese bemdmmdN WDOT iniad tliregUuamelsmapttlktlnl9CFA§173.1�(d)N amptim esheadausndald 4000 Cmtbental Way dmtlkdbn. Springfield. MO 65503 Nama.BaNrycongary prones, aWmlNtlandttld bylMlelabA hale bmndeemmm Iwo reed dlrcquiemerbmapaifidnepedslpmwian fl8fadeamisfiondTNarswma°ad Pho: (417)5TSb219 m n misub)eatmlhe p.isbndlNs cane. XIV. SPECIAL REQUIREMENTS: TLV • Sdf.'.Add-Ocarpstion Exposure Unst- AUSTRALIA TWA Imgfm3,JAN1993 • lead-Omupeim Ep. Uftt-A U3 LMA D.15mghn3,MU2 MATERIAL SAFETY DATA SHEET NORTHSTAR LEAD ACID BATTERY $rog/+14 aa,a,n and upper eyelids 000xdonally. Consult. phownt Immadieety. 4. IngeaBm: Dont indcewmitin9. Give large quarlities Axata, Newrgive anything bymwm to an umonecious prawn. Cmwa aphy®sten ynmadatey. D. HANDLING AND STORAGE 1. Sane Storage: Store in a sod, dry platy b dosed mNainars. Keep away from iprigon swrms and high lampadums. 1. CodactNathaar Batley C.npany(41 ]37S820q for shell fie inkmaHon. 2. Hanalmg:Awia shin .eyecanted. Awad brnlhng sopors. Do not use nor sources of igntlion V. CARCINOGERCRI: See wood N, Pat B'agm an. Symptoms olOwrExdos MEDICALCONDITnNSAGGRAVAMDBYEXPOSURE:Seeu ire IV,Pad B'Signsand Symptoms OOwr Exposure" VI. FIRE AND EXPLOSION HAZARD DATA: A. Flesh Point Hydrogen =259°C B. Auloipuitim Tanpemture: Hydrops =580'C C. Exgngulshhg Mede: Dry dmmicd. fame, CO, D. Unusual Fim and Etplodm Haaads: Hydmgan and Ogiian goad, are praducetl In the cdts dung node battery opaalbn (hydrogen IS eammaba and oxygen supp.ts .-thusticn). These gases sialine drihrough me vend cepa To avtltl Me charuce ma fid or explodm, keep sparb and oma souro:s ofiylilim envy fiom the batlery. E. Rrafightng PPE: Full protective doming and NIOSH -approved salf-mdened Geathing appa wm AM full fewpieoe VII. REACTIVR-YDATA: A. 9aNNiY gable B. Conditions b AM: Sparks and other sources d'gnitim. C. bwmvalibiliy(mmenals to avid) 1. Lwd4ed comp -.da Potassium m -ides, sulfides, panand., ph.Vh..., actin.. 2. Battery dedoW.(atld):C-nbudlble mso-I., strong rdudng agents. mod mdap, cvbid.s, .omit -orals, dllaates, ntlde., dons.., and bmnaba. D. Hasardws Deoompoaiem Produds: 1. Leadilsad compounds: Oxides d bad and sulfur. MATERIAL SAFETY DATA SHEET �`^'>�» NORTHSTAR LEAD ACID BATTERY �„eiaa4 n..e. 2. Batley detlretyk(adr§: Hydrppm, suHur diodes. and sulrur Morcide E. Condfiawto Awid: High Wnhimaalum Betery dedrdyte (add)wkl mast Ath water td, produw heal. Can ,and wM oddong or reducing agents. VIII. CONTROLMEASURES: A. Engineering C...I.: Rom Idedledd bel.... AM dequde maddidlm. Rom Ventilintion'm required ron batteries util¢ed f, standby power gmadion. Never mda d, bafivid, b an urtwntlhted, -Insad space. B. Walt P..... Dc nm mmow ent oowrs. Fallowahippng and handing insbusim.Ahich am applicable to the batlery type. Toavdd damage to larminalsand seals do not doWla statlr lndushiel be isms. C. Personal Protectlsa Equips - 1 . quipment1. Respiratory Prc/edion: Now mit.sae under oh nis handling sontlitims. During batlery formation(NIM ate charge condition), add rale can be generated which may.... - irdary 1. on. Also, N add spillage ocwrs In ... ned spam, e>q.wm may ocda. If i=dn oacum, wear a h,untm wNabl. I. pmtedion .gismo add W. 2. Eye and Fase: Chemical apleah yowler are prefened. Also ac table am 'Ma_2'dV" we dwmbd bw shied wore ow,wfety glasses. 3. Hands .A"..Body:V,.A.mtd, VC, go... type plo sus with roughfinm, are P.-. 4. Omer Spedal Clothing and Equipment: Safety show ore moornmmdee when handling bmteles. All foMaee mud meal requirements aANSI Z41.1 -Rev. 1972. IX ACCIDENTAL RELEASE MEASURES: A. NO appimbla undo mmte wndblons. B. In rase mdamage moulting in brwlmge dthe baHay contdna, see Vlll, Bac C Personal Prmecd. Equipment. X PRECAUTIONS FOR SAFE HANDLING AND USE A. Hygmm Pmmces:FdlaMg mead AM iniad. betery cda,onant., wash hand. th.oughly before aakn9, drinking.. anoling. B. Respirdory Prdadion: Wear what, gIwmd. Do not permit games a spanks in me vdhy dbadery(s). If battery declydyte (add) some, in cantactwM clotting, discard .1.hing. MATERIAL SAFETY DATA SHEET !`ti NORTHSTAR LEADACID BATTERY reef xam�n A4 mm� I. PRODUGTIOENTIFICATION: 16 BATTERIES X 1.2 GAL/BATTERY A. ChmlmlThede Name(( pa on label): Lead AM Batley B. Chemical Family/Classificagm: Eladdal Stomas Batley C. Mmubdurera Name S Address: NoMStdn8.dtryCo. LLC 0 VIA 4000 Cmtbental Way 1- Springfield. MO 65503 D. ussd: Health Dapsmee U.S.- NSBSafdy ad d Pho: (417)5TSb219 m NO Dem.1ned Fmr.. (41])5]58250 S. Appearalmand odor Aust Paver -0n Energy Solutions Ply Us. V � Phone: f61298693111 E. Emalgaudy nfaleation Chemlrec NS. cauda a Mato) Pho.:(800) 4269000 Chadian. (Oteke LS, Canada S Maieo) Phone: X1(703)S -3887 (,at Idled) F. No1MlaaaMwsclasdfi�m Per US DOT, Noreste, Battery Company pnod.ft submeetl and tested by Wyle Labs, haw been daamd "ad all ragdrem ants as limo fid to 49CFR§ 173.159 (d) f. _pd -as hawniOm damn -I tlassifiwtlm. 13.6 LBS. II. HAZARDOUS INGREDIENTSIIDENTITY INFORMATION: AaBxM.w NFaaswsloa (417) 575-8219 %by w. r cAB name pdux(Rv) tU962t tro 7 SULFURIC TOTAL ACID WEIGHT TOTAL TOTAL UNITS X rowlde (SUM. Mal tem sg SemALlat oRI.wT�ppaaaAssafts eaenaa reef xam�n menrcca oa��eroGaaa� �ae me Aa4841 pyla awmelcmatMswl ia� Nene: Protllsdconbinstoxic duamiralctnalare suints. loth. repgdnp mqulremmmm5eetlm 302 and 313 ofthe Emergency Planning and Community RIgMHoNn-Ast of 1986. Ill. PHYSICAL DATA: Maisel is adtl d mane lamparatums. A. Deelyd .: 1. Studio Gne,ty. 1.259-1.359 kgftlma MATERIAL SAFETY DATA SHEET �v TOTAL # OF TOTAL NORTHSTAR LEADACIDBATTERY 16 BATTERIES X 1.2 GAL/BATTERY 2 Boling Pont: 11OC(230-F) ELECTROLYTE 3. %Vd I. By WetphL Nd AWlsoible 0 VIA 4. Solubility n Wats: 1- WEIGHT (LBS.)- 5. sh., PON Last: 32TC (MI'M 6. Vags, DOety NO Dem.1ned PER UNIT S. Appearalmand odor (SINCE <50 GAL OF ELECTROLYTE, V � 1. Eledrdyli is a dm iquirl wire an acidsod., IV. HEALTH HAZARD INFORMATION: Uldwnomal oplimong o Mbns, becauu Mated" is°no 0111bm', the Insane material will not be haasdous to your halts. COY intently eVowd mals id dnfl prdudlon.saw bmabge. a tram. haat (are) mey be heaartlousm Yhand..A. Routes m Entry. I . Inhslmm: Add mist firm -0. prams. may wise mapmtary iniladm. 2. Skn Corded: Add mey wuae inkalion, b .... ndl. ulceration. 3. Slrn Abacrption Not a dflnifimn(n,d. menby. 4. Eye Codad: Ask may.use save lMlaBon. bums. soma. damage antl!. blindness. 5. In iwilon: Add may o -w inial. of moeh, throat, esphagu. and stpmed,. B. aline and SJmplorm of Ova Exposure: 1. Acute ERads Oser exposure to lead may lead to loss dappetile mnstipalbn. aleeplesaims ad fatigue. We eVpwre to add may lead to Mn snodos, corneal damage m the eyes and upper mspi.IM system. 2 Ginner. ERects: Led and tlaoompO is may cause damage tokidn.te.nd n -.. .,I- Add and[. .mp.= may.uw lung damage and pukn.mrycmdiddhe 3. PotandallOCaum Cancer:Thehimna5mal Aga.yfsit-Oon Canoes has claeafiatl'drmg inagmic add mid mfbininp .Ririe ack' as eCatepary slow 1 .rdmgen,aoII IhmiscffibM, lob humans solution, atim AM not appy to Ilque Ponsd id nadd or bs!.,ack -1 us, ,this p,d, a batlery. of Mep o add mid isnot gena dgdn ansa normal use ant in product.Misuseofineold m, such ea oiaMaminfl,may howrwr rautl in the ganaretlm m wtturk atld mid. C. Emagenry and F tAid Procedures 1. InhaaSm: Remove train epamee, mow to i edu err, and apply oxygen,f bmamingisdifficutl. Consultpho.animmediatdy. 2. .-Vilash-plmyds..pand-ar. a llmel5mnume.R.mowany eonlaninaled dothing. Consult phyeden H akin inheion appears. 3. Eyae: Flush wih plmlydwata immedalelyfa atld,d /5mindd,,lilting lower ora -maroon Ixm. az Peae e CFC ARTICLE 64 COMPLIANCE I BATTERY INFORMATION BATTERY ELECTROLYTE DATA -12V MONOBLOCS TOTAL ELECTROLYTE = J 0P=04 PM TOTAL # OF TOTAL TOTAL 7 SULFURIC ACID VOLUME/UNIT 16 BATTERIES X 1.2 GAL/BATTERY BATTERY MODEL BATTERY UNITS ELECTROLYTE ELECTROLYTE ACID BY = ELECTROLYTE = 19.2 GAL 0 VIA INSTALLED VOLUME(GAL.)- WEIGHT (LBS.)- VOLUME VOLUME PER UNIT U (n O W/�1 PER UNIT PER UNIT LL C) (SINCE <50 GAL OF ELECTROLYTE, V � U CFC ARTICLE 64 NOT APPLICABLE) NSB -100 -FT NORTHSTAR BATTERY CO. 16 1.2 GAL. 13.6 LBS. 41.67=0.5 GAL./1.2 GAL. (417) 575-8219 7 SULFURIC TOTAL ACID WEIGHT TOTAL TOTAL UNITS X TOTAL TOTAL UNITS X ACID SULPHURIC ACID BY = TOTAL ELECTROLYTE WEIGHT WEIGHT SULPHURIC = ELECTROLYTE VOLUME (GAL.) VOLUME/UNITS = WEIGHT/UNIT WEIGHT (LBS.) 41.97=91.2 LBS./217.6 LBS. 8 GAL. =16 UNITS X 0.5 91.2 LBS. =16 UNITS X 5.7 GAL./UNIT I LBS. MICHAEL WILK M ARCHITECTURE W 833 Market Street, #805 San Francisco, CA 94103 T: 415839-9594 F: 415-904-8388 www.wilkarch.com 0 J 0P=04 PM H j0 iy � m m O }J 3 U < U� � U try Z W UU Z ■ O� < Z CZ G � 0 VIA W JPO t1ED AR ,A4. PF,L J. �y c' C-29682 K * EXP. 9-30-09 CF CAo1 DRAWN BY: SH CHECKED BY: MW 1 2112/17/081 1007 ZONING I 1 5106/17/091 1007 CONST. I SHEET TITLE BATTERY SPECIFICATIONS SHEET NUMBER T=4 V Z U U W JPO W I_W U (n O W/�1 /W LL C) V � U t1ED AR ,A4. PF,L J. �y c' C-29682 K * EXP. 9-30-09 CF CAo1 DRAWN BY: SH CHECKED BY: MW 1 2112/17/081 1007 ZONING I 1 5106/17/091 1007 CONST. I SHEET TITLE BATTERY SPECIFICATIONS SHEET NUMBER T=4 V-2008-01 CITY OF CUPERTINO 10300 Tone Avenue Cupertino, California 95014 RESOLUTION NO. 6550 OF THE PL kNNING COMMISSION OF THE CITY OF CUPERTINO APPROVING A VARIA NCF To ALLOW AN ARRAY OF 8 PANEL ANTENNAS SET BACK A MIND" OF 25 FEI T FROM A RESIDENTIAL PROPERTY LINE AND AN ASSOCIATED MICROWAVE DISHTO BE SET BACK A MINIMUM OF 24 FEET FROM A RESIDENTIAL PROPERTY LINE PC R A PERSONAL WIRELESS SERVICE FACILITY LOCATED ON AN EXISTING LATTICE TOWER AT STELLING ROAD AT HOMESTEAD ROAD (STELLING SUBSTATION SECTION I: PROTECT DESCRIPTION Application No.: EX -2008.17 Applicant Da me Aguirre (for T -Mobile) Location: No th Stelling Road at Homestead Road (Stelling Rd. Substation) WHEREAS, the Plarmh ig Commission of the City of Cupertino received an application for a Variance, as described On Section L of this Resolution; and WHEREAS, the necesi ary notices have been given in accordance with the Procedural Ordinance of the City of Cupertino, and the Planning Commission has held one or more Public Hearings on this matter; and WHEREAS, the Plairsdi ig Commission finds that the applicant has met the burden of proof required to support thi, t application, and has met the following findings in order to grant the variance: 1) That there are exce tional or extraordinary circumstances or condition applying to the Iand, building or referred to in the application, which circumstances or conditions do not apply generalI3 to land buildings and/or uses in the same district. The personal wireless service fac lity is proposed on an existing PG&E lattice tower, which the City _ encourages throug its Wireless Facilities Master Plan. The tourer is located in an electrical substation which has a small setback from the abutting residential property; 2) That the granting c f the application is necessary for the preservation and enjoyment of substantial prop rights of the petitioner. There are very few tall structures in the northwest portion A Cupertino where one might mount the antennas of a personal wireless service fad 'ty and the City encourages the re -use of sites with tall structures for Resolution No. 6550 V-2008-01 March 10, 2009 Pae 3 day period comply g with all of the requirements of Section 66020, you will be legally barred from later of allenging such exactions. PASSED AND ADOPT ED this 10th day of March 2009, at a Regular Meeting of the Planning CommissionoftheCit, of Cupertino by the following roll call vote: AYES: COMM LONERS: Vice Chair Brophy, Miller, Kaneda, Lee NOES. CO IONERS: none ABSTAIN: Co none ABSENT: CO10�� OChairperson Giefer ATTEST: APPROVED: Gary Chao City Plan- CONDITIONS OF APPROVAL /s/Paul Brophy Paul Brophy, Vice -Chair Planning Commission Resolution No. 6548 DIA -2008-37 Minch 10, 2009 Page 3 PASSED AND ADOPT ED this 10th day of March 2009, at a Regular Meeting of the Planning Commission of the Cit3 of Cupertino, State of California, by the following roll call vote: AYES: COMMI ONERS: Vice Chair Brophy, Miller, Kaneda, Lee NOES: COMMIS LONERS: none ABSTAIN: CO IONERS: none ABSENT: CO LONERS: Chairperson Giefer ATTEST: I APPROVED: G Chao /s/PaulBrouhy Gary Chao Paul Brophy, Vice -Clair City Planner Planning Commission IXC -2008-17 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO.6549 OF THE I LANNING COMMISSION OF THE CITY OF CUPERTINO APPROVING A HEI HT EXCEPTION TO ALLOW 8 (EIGHT) PANEL ANTENNAS TO BE MOUNTED AT A HEIGHT OF ABOUT 95 FEET AND A MICROWAVE DISH TO BE MOUNTED ATA H EIGHT OF ABOUT 86 FEET ON AN EXTENSION OF AN EXISTING LATTICE TOWER LOCATED AT NORTH STELLING ROAD AT HOMESTEAD ROAD (STELLING RD. ELECTRICAL SUBSTATION SECTION I: PRO.IE T DESCRIPTION Application No.: C-2008-17 - Applicant: Dayna Aguirre (for T -Mobile) Loc tion orth Stelling Road at Homestead Road (Stelling Rd. Substation) WHEREAS, in ordel to provide height flexibility in situations where practical difficulties, unnecessary hardshilm or results inconsistent with the purpose and intent of Chapter 19.108 occurs, an applicant f rr development may file an exception request to seek approval to deviate from the standards; an WHEREAS, the Plain ing Commission finds the following with regards to the Height Exception for this application: 1. That the literal oforcement of the provisions of ibis title will result in restrictions inconsistent with a spirit and intent of this title in that the extra antenna height above the ordinance maxim in of 55 feet is needed to expand PCS telephone coverage, which at a lower height will require additional antenna sites in the same area to achieve comparable coverage. 2. That the proposed project will not be injurious to property or improvements in the area nor be materially debrime nal to the public health, safety, or welfare in that: • the wirele, s technology produces radiation below federal exposae standards, • visually, i ie existing lattice tower will be increased in height about seven (7) fat, which is a 18% increase in the tower height, • the extra b eight will avoid interference with the existing tower conductors, • the extra ieight will prevent PG&E staff from being overexposed to RF radiation during m ' e above -ground maintainence of the substation. 3. Ilse proposed d lopment will not create a hazardous condition for pedestrian or vehicular traffic because it t not sited within the travel ways or sigbt lines of pedestrian or vehicular traffic. DIR-200837 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. 6M8 OF THE PL kNNINIG COMMISSION OF THE CITY OF CUPERTINO APPROVING I L REFFF RAL OF A DIRECTOR'S MINOR MODIFICATION TO ALLOW THE Call JSTRU(PnON OF A PERSONAL WIRELESS SERVICE FACILITY, CONSISTING OF 8 P NEL ANTENNAS AND A MICROWAVE DISH MOUNTED ON AN RACK AFFDCED TOkNEXISTING PG&E LATTICE TOWER AND A BASE EQUIPMENT ENCLOSURE LOC TED BENEATH THE LATTICE TOWER LOCATED AT STELLING ROAE AT HOMESTEAD ROAD (STELLING SUBSTATION) WHEREAS, the plann ng Commission of the City of Cupertino received a referral of a MICHAEL WILK M cation, as described in Section H of this Resolution; and WHEREAS, the necess ARCHITECTURE J 10300 Torre Avenue public hearings on this auttter, and Cupertino, CA 95014 at has met the burden of proof required to support said application; and has satisfied the fo (408) 777-3308 1) The proposed use, CITY OF - r1 C U PE Of NO FAX (408) 7773333 2ments in the vicinity, and will not be detrimental to the public health, safety, general welf 2) The proposed use cre, or convenience; will be located and conducted in a manner in accord with the 833 Market Street #805 'w General Plan, the Cupertino Wireless Facilities Master Pliny and the purpose of San Francisco, CA 94103 NOW, THEREFORE, I That after careful rn E IT RESOLVED: ideration of maps, facts, exhibits, testimony and other evidence T. 415-839-9594 March 11, 2009 �i F: 415-904-8388 are based and contain d in the public hearing record concerning Application No. DIR-2D08- www.wilkarch.com Dayna Aguirre incorporated by refere ice as thoughfully set forth herein Sutra Consulting. 4166 Clarinbridge On le Dublin, Ca. 94568 � o o SUBJECT: PLANNIN CO Lc610N ACTION LETTER - DLR -2008-37, EXC-2008-17, V-2008-01 This letter confirms th decisic a of the Planning Commission, given at the meeting on March p O > 30, 2009, approving a Minor, modification to allow the construction of a personal (M g wireless service fa ' ' , consis ing of 8 Panel antennas and a microwave dish mounted on a E lattice tower and abase equipment enclosure; D] rack affixed to an exial A height Exception N Ing PGS allow 8nal antennas to be mounted at height of about 95 feet and a height 86 feet on an extension of an existing PG&E O 3 U w microwave dish to be lattice; oun at a of about ~ o 2 A Variance to allow array 8 panel antern nes set back a minimum of 25 feet from a o residential property if w and a n associated microwave dish to be set back a rninin um of 24 feet U ZO from a residential pro erty lin for aper—nal wireless facility located on an existing PG&E lattice tower U Please note that an ap eal of i its decision can be made within 14 calendar days from the date of thisletter. E this hap ens, ywa will be notified of a public hearing that wilbe scheduled before Z the City Council 0a F Sincerely, n n colin)uns 0 Senior Planner VA — DIR-200837 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. 6M8 OF THE PL kNNINIG COMMISSION OF THE CITY OF CUPERTINO APPROVING I L REFFF RAL OF A DIRECTOR'S MINOR MODIFICATION TO ALLOW THE Call JSTRU(PnON OF A PERSONAL WIRELESS SERVICE FACILITY, CONSISTING OF 8 P NEL ANTENNAS AND A MICROWAVE DISH MOUNTED ON AN RACK AFFDCED TOkNEXISTING PG&E LATTICE TOWER AND A BASE EQUIPMENT ENCLOSURE LOC TED BENEATH THE LATTICE TOWER LOCATED AT STELLING ROAE AT HOMESTEAD ROAD (STELLING SUBSTATION) WHEREAS, the plann ng Commission of the City of Cupertino received a referral of a Directors Minor MOdif cation, as described in Section H of this Resolution; and WHEREAS, the necess public notices have been given in accordance with the Procedural Ordinance of the City, of Cupertino, and the Planning Commission has held one or more public hearings on this auttter, and WHEREAS, the applic at has met the burden of proof required to support said application; and has satisfied the fo lowing requirements: 1) The proposed use, at the proposed location, will not be detrimental or injurious to property or improv 2ments in the vicinity, and will not be detrimental to the public health, safety, general welf 2) The proposed use cre, or convenience; will be located and conducted in a manner in accord with the Cupertino Compr 'w General Plan, the Cupertino Wireless Facilities Master Pliny and the purpose of this tide. NOW, THEREFORE, I That after careful rn E IT RESOLVED: ideration of maps, facts, exhibits, testimony and other evidence submitted in this matb r, the application for Director's Minor Modification is hereby approved; and That the subconclusio is upon which the findings and conditions specified in this resolution are based and contain d in the public hearing record concerning Application No. DIR-2D08- 37 as set forth in the dinutes of the Planning Commission Meeting of March 10, 2009, are incorporated by refere ice as thoughfully set forth herein REO 4R •��' pF.L J. c'y C-29682 * P. 9-30-09 'k �P N� or CALIF DRAWN BY: SH CHECKED BY: MW 90% SHEET TITLE CONDITIONS OF APPROVAL SHEET NUMBER T=5 W C) fn 0") _ d'Z ❑ Q U U C) W z LL1J W U) LU W (n O w fW Z=a Z) V a- U REO 4R •��' pF.L J. c'y C-29682 * P. 9-30-09 'k �P N� or CALIF DRAWN BY: SH CHECKED BY: MW 90% SHEET TITLE CONDITIONS OF APPROVAL SHEET NUMBER T=5 HOMESTEAD ROAD SITEN89'49'00"E RICHT-OF-WAY ACCESS HOMESTEAD ROAD - - - - - 233.8 - 233.6 RIGHT-OF-WAY 40'10 N 9'4 '00 rE _ _ _ _ _ _ - 40:00', -- -- -- - y..ro I I TI I I P zR. " I I 21070 HOMESTEAD ROAD I I I I I H y I I GATE SITE I I 3I m w� I I c; I I N I I µ w I 1 P&C PARTNERSHIP I ml to - - APN: 328-07-032 0.88± ACRES H I I$ I LANDS OF ADAMO APN: 328.07-033 256sI �N 0.84t ACRESI VALLEY CHURCH OF SANTA CLARA I APN. 326-07436 �COURITS� 667 M�23 O I i2 _ 1.'re: Aches o"e' 3 S89'49'i W 260.00' I .�.� - - - I VALLEY CHURCH OF SANTA CLARA22 _ 1.852 ACRES I I 1 r - PACIFIC GAS &ELECTRIC COMPANY oI I- APN: 326-07-035 > z 2.11 ACRES VALLEY CHURCH OF SANTA CLARA � n i I I APN: 326.07.930 I ,� RESIDENTIALELECTRICAL $ 0 I I HOMES OIT 3079 ERD GREEN I SUBSTATION o_I ASPHALT -1/ 0 PARKING LOT I 30 3 LA'N'DS OF ADAMOSITE VALLEY CHURCH OF SANTA CLARA I I (EASEMENT) '.: .32G -3}7-U3': o 0" O.B4t ACRES I - - - - - N89'49'00'E 292.84' (I.P. - I.P.) 23+.1 19.7'1 S89'49'0W 612.84' f' �(INCHRISTYPBOX) (IN CHRSTYFO.DI BOX) p I I � 41 VALLEY CHURCH OF SANTA CLARA - - �9 APN: 326-07-027 23n 0 •1 .1-a. N89'49'00"E 233.48' 155.00, 185.00' IS 4.28± ACRES - 237 9 589'4900"W 260.00' - - cATE Im SITE .X x -x -z X -x -X -x -x 234.4 ACCESS VALLEY CHURCH OF SANTA CLARA APN: 32"7-036 91 STELLING PALMS OF CUPERTINO LLC PARCEL A �u Nim I 167 M 23 of APN; 328-07.037 1.493 ACRES \ I mI S.IOt ACRES 378.53' PACIFIC GAS & ELECTRIC COMPANY;- ApN;326-07-035 INTERSTATE 280 R.13 ACRES I ?I JUNIPERO SERRA FREEWAY 9 jx = LANDS OF CAFINITOWER HT. 38't HI VALLEY CHURCH OF SANTA CLARA APN: 326-07.030 � SITE PLAN OT 29 GT' SCALE: I" = 80' x23)2 .. TOWER HT 25'5_._u//rTOWER HT 253 ASPHALT _._ � PARKING LOT 231.5 LANDS OFEDUTILITY POLE W% .s - TF - APN.m-3-}80i±- ANSFO236.1 D28 30'±LIE ELECTRICAL - - - - - - - - - LOT 28 fi 0 TREES, 10 TOTAL - - R/BSTATION l 7.1237.4 : FENCE VALLEY CHURCH OF SANTA CLARA FOUND 1' I.P. I -BRICK. COLUMN,-IYBICA! FOUND 1" I.P. 236.P - 32000' 23b.3' 2355 (IN CHRISTY BOX) APN: 326-97-93'1 (IN CHRISTY BOX) - J X X -X �-�X-X X -X N89 -49'00"E 292.84' (I.P. - I.P.) LANDS OF SU, SBW4900' 61284 6'tCHAIN SITE 236.72361 235.4 2348 234,2 2332:: 231.9 `- 7 LINK FENCE o LOT 27 W/ 1'±' GPS POINT (NAD 83 FIRE - EDGE OF -PAVEMENT /1- OR r5' -40.0'± * - - HYDRANT - Z 77 HALT BARBED WPE x LAT: N 3720'08.83 p GURB & CUTTER o ___- ------ 238.9 - 238 0 LONG: W 122'0736.96" - . ` , µ - I' - ELEV: 237.3± AM& - z34.Z z33.4 > - - e't W C -0D & NGVD..29), AT OR UND ' z36 z 236 .0 23ss ` 4 z3z.3 = ___ ______ CHAIN 1JNK �-STEEL LATTICE TOWER, IFENCE HT. 87.6'3'.(SEE ELEVATION SHEET C2)238:8 - 236.7 i 14!. LANDS OF CHO -958'1 237.8 •. ". 237.4 •, ..�. �. ,. of I m y;i4PN" ,_ 258 6 - BUILDING 1 r Cr LOT 26 26.5'1 EDGE OF PAVEMENT HT_ 18•t e I a Z ASPHALT m I t PARKING LOT, 238 2 VALLEY CHURCH OF SANTA CLARA 232.B 239 3 I APN: 326-07-027 0 4.28± ACRES 0 LANDS OF SOUS '{ S - J I LOT 25 1 �; ml 1 \\ 233.4 N89'49'00"E 233.48' N 238.8 v jJ 2 ENLARGED SITE PLAN SCALE: I" = 40' MAGNETIC QUIET RIVER ® I -d Services Inc. MAGNETIC DECLINATION = 14'18' PER NOAA NGDC SUFFICIENT SURVEY EVIDENCE WAS NOT RECOVERED TO ESTABUSd THE POSTON O THE BOUNDARY UNES SHOWN HEREON. THE BOUNDARY REPRESENTED ON THIS MAP IS BASED ON COMPILED RECORD DATA AND BEST FIT OHIO EXISTING IMPROVEMENTS IT IS POSSIBLE FOR THE LOCATION OF THE SUBJECT PROPERTY TO SHIFT FROM ME -CEMENT SNOWN HEREON WM ADDITIONAL FIELD WORK AND RESEARCH. THEREFORE ANY SPATIAL REFERENCE MADE OR SHOWN BETWEEN THE RDATIONSHIP OF ME BOUNDARY UNES AND EXISTING GROUND PEA RES, -ENTS OR LEASE AREA SHOWN HEREON IS INTENOEO TO BE APPROXIMATE AND IS SUBJECT TO VERIFICATION BY RESOLVING THE PORTON OF ME BOUNDARY UNES VICINITY MAP NOT TO SCALE 0l0 C HOMESTEAD ROAD SITE / INFORMATION 280 JUNIPERO SERRA FREEWAY TO Address: SAN JOSE TO m MOUNTAIN NEW 'moi Address: s 85 F^ oI0 CUPERTINO y SANTA CLARA COUNTY CALIFORNIA PROPERTY INFORMATION Owner: PACIFIC GAS AND ELECTRIC COMPANY Address: 77 BEALE STREET SAN FRANCROO, CA 94105 Site: PG&E STELUNG SUBSTATION Address: WEST OF 210 70 HOMESTEAD ROAD CONTROL POINT CUPERMNCA 95014 - O. Assessor's Parcel Number: 326-07-035 Height of Building/Tower: 87.6'± TOP OF STEEL LATTICE TOWER Title Report: NO TITLE REPORT FURNISHED. EXCEPTIONS TO THE TITLE AND RESERVATIONS THEREFROM COULD NOT BE DETERMINED. BOUNDARY INFORMATION SHOWN IS COMPILED FROM AVAILABLE RECORD DATA Legal Description: PROPERTY SITUATED IN THE CITY OF CUPERTINO, COUNTY OF SANTA CLARA, STATE OF CALIFORNIA. FEMA FLOOD ZONE DESIGNATION National Flood Insurance Program County: SANTA CLARA Effective Data MAY 1, 1980 C--rity-Panel Numbe,, 060339-0004-C The Flood Zone Desfgnation for this site as plotted by scale fs: B Areae between Ilmile of Na 100 Xd flood and 500 X.r flood, or terrain area sabred to 100--, fl -ding wltn avdage deptne lee. Nan one �1) toot wrier. IN' -l'"0ng-raleo9e are N Ma. Inco on. agude mne: ..... protected by levees ham N. base flood SURVEY DATA NAD 83 Datum: Lot: N 37'20'0&83" Long: W 12202'36.96' Datum Base: HAD 63 Equipment Used: Topcon Hioenne Receiver (Sea Note 2) Site Ground Elevation: 2373± AMSL (NM 29) SOUTHWEST TOWER LEG Basis of Elevations: GLOBAL POSITIONING SYSTEM (GPS) (SEE NOTE 2) Basis of Bearings: ASSESSOR'S PARCEL MAP AND BEST ITT MM EXISTING IMPROVEMENTS. Date of Field Survey: 11-13-08 Na )E - is not a boundary aurny. lois M e peclaliied l.pogropM1ic map MN Dr ,ty Iln- d eeaemmta being a -hi. depletion of vm'oua Inramation goh.red from preliminary "'.'-PMe beck up dow _ of recd-. mope mtl .-II.bw .merit. found during Na odd ro y. No property monumenla wsa sat No IIB. research was perform.- by owlet Riva Land SeMcee. Inc 2)Th. I.- , I.ngltud..nd -1lon no. I,- were- from poet prowa.M L-1 /_-2 data cold -II Navatd dob.I P-Itiodng System (GPS) end a Topcon Hp.te rapcon ,p•.m.aDen. r n,t --1.1 a. racy (hodaantdly) when dot. 1. P'.pedy collected and PI -R- (Demotion = ±10 feet) 3) U.- o -I- noted, no underground uUity loc.ting eeMce c.mp.ny w.. contacted Prior to Mia map bang Prep here may ba rid welble or obscure utilitl- e.ating .n the property not shown on Mb mop ao CALL BEFORE YW DIG. 4o Any de 1. digtol metli. --d by owlet R1. Land Sar I. Inc. to our dlent la a c urteay and ba net to be r�roduced, _buleq .d-. dtered. Msed, dited or amended without the .. - written n.t of on On wr of Ouwt RNR, Land Services, In. Earner, only Me Mol stamped. signed .ntl d.Mtl Iginal hord caplr vde on of our survey or map la Ron.- to be aur legally re.ogniaed product. I, M. undersigned a Regleteretl P,ofesaland Land -urn 1--d undo Me laws of M stats or Coli/omI. -o hereby state that ne In/orm.ticn.r ent% m enta. moo b.una.a I'nea. be.ringa and dston- m shown IN .n are based upon o held my m datetl bow and upon It... of public record and dole tannins- in a title report o referenced Furnennde, ne Lottude and Longlt.,R caoMlnataa aro --d in HAD M C.- and aro acwmte to within ±15 feet hoflm.tdy, and Me ground W..Uon, report w tbn ine91DA A.-.ycode -' "aNcaly. .d cadA'nete wluea one .leva6ane are and arc eco _R to nbeat of my kni.Metlgeieand Ibdiel AS.AC. Information STeet 91. SIGNATURE DATE LEGEND APN: ASSESSOR'S PARCEL NUMBER ASPHALT CP CONTROL POINT O CONCRETE EL ELEVATION FH FRE HYDRANT A CONTROL POINT END. FOUND O FOUND MONUMENT HT. HEIGHT MON.MONUMENT 10 GPS POINT (M -M) MONUMENT TO MONUMENT P 15.3 PARAPET/ROOF ELEVATIONS P.O.B. POINT OF BEGINNING R 12.3 P.O.C. POINT OF COMMENCEMENT x 12.3 SPOT ELEVATION PP POWER POLE (TYP.) TYPICAL B TEMPORARY BENCHMARK ISSUE STATUS p DATE DESCRIPTION REV. 11/24/08 90% ISSUE 1 DATE: 11/24/08 DRAWN BY: MAS FILE NO.: WILK8011 EXISTING SITE CONDITIONS W U mm v d LL I"1 0 0 i w m r F � rU la W 'I ANN e I� � a Nam. N ®^ 1 0 JW o a a N ¢a 3� LT3 C¢J � M, z Z O Sm CL Z< 2 -� 0qqq �I SITE ADDRESS: WEST OF 21070 HOMESTEAD ROAD CUPERTINO, CA 95014 SANTA CLARA COUNTY SF44041 PG&E STELLING SUBSTATION SHEET TITLE: TOPOGRAPHIC SURVEY C1 1 OF 2 SHEETS Ix I I Ix LANDS OF CAFINI LOT 29 Ix. x 237.2 ;.I TOWER, HT. 38'3. - - - — J PACIFIC GAS & ELECTRIC COMPANY - - — II APN: 326-07-035 2.13 ACRES I Pc '- - TOWER, HT. 25'3 SITE 5TEEL LATTICE TOWER LANDS OF KO I - HT. 87:6'3 (SEE ELEVATION SHEET C2) VO CONCRETE PIER, LOT 28 k TYPICAL 1 _ 3p --..- -'1 - ! TRInAL 5 E - LEC UBSTA /! CLIMBING LEG - - . 8'3 CHAIN LINK FENCE ` W/ 1'2 BARBED WIRE 8'0 TREE 237.3 BRICK COLUMN TYPICAL . 6'0 TREE .. H X—:(— X X X'—XIX ,—X X X %—X X—X- 6 0 TREE 23].:y 23uC 236.5 &b =37'3 '.'.'-a+ +ya 320.00' 2365 rwypbA [ G 200 STUMP - 5" 589'49'00'W 612.84' r 238.fi I :P3].b 23].3 2.8'3 6"0 TREE I - BY TREE 6 f TREE 6'0 TREE - fi'0 TREE EDGE OF PAVEMENT OVERHEAD UTILITY LINES kP—lo __-x238.5 403 f LANDS OF SU APN: 326-386-027 I \ I / LOT 2] __ - I `2389./ %238.6' •\. /` I µ IIIII'I123 .I ED OF PAVEMENT - — — /; 238.6 !!\ 23].7 - - iso ,J - �: 1 •' �/\/\ VALLEY CHURCH OF SANTA CLARA 83 WOOD Ai CHAIN LINK FENCE �\ .\ APN: 326'07-027' 4283 ACRES - x238.6 - k238.0 ; / 237.8 k —2 yx 238.7 \ 238.0 2386 LANDS OF CHO APN: 326-38M26 LOT 26 _ - 'lx 238.1 ,MrII. i ASPHALT J - \ BUILDING PARKING LOT \\\� ` _ /- HI 17'2 \ ' k 2382 - ly I� ENLARGED SITE PLAN SCALE 1" = 10' 2 TOWER ELEVATION C2 SCALE: 1" = 10' MAGNETIC QUIET RIVER Land Services Ina MAGNETIC DECLINATION = 1478' PER NOAH-NGDC SUFFICUiT SURVEY EWDENCE WAS NDT RECOVERED M ESTABUSN THE POSITION OF THE BOUNDARY ONES SHOWN HEREON. THE BOUNDARY REPRES111TED ON THIS MAP IS BASED ON COMPILED RECORD DATA AND BEST FIT ONTO EXISTING IMPROVEMENTS IT IS POSSIBIE FOR THE LOCATION OF THE SUBJECT PROPERTY M SHPT FROM THE PLA—ENT SHOWN HEREON WITH ADDITIONAL FIELD WORK AND RESEARCH. THEREFORE, ANY SPATIAL REFERENCE MADE OR SHOWN BETWEEN THE RELATIONSHIP OF THE BOUNDARY LINES AND EXISTING GROUND FEATURES, EASEMENTS OR LEASE AREA SHOWN HEREON IS INTENDED TO BE APPROXIMATE AND IS SUBJECT TO VERIFICATION BY RESOLWNG THE POSTON OF THE BOUNDARY UNES ISSUE STATUS A DATE DESCRIPTION REV. 11 /24/08 90% ISSUE 1 DATE: 11/24/08 DRAWN BY: MAS FILE NO.: WILK8011 EXISTING SITE CONDITIONS �y ' M d 0-4 1—I 9cu o O o mom r M N ■ J 0 ✓ N "aW v O �rn U "z f� F Z 22 0 �m SITE ADDRESS: WEST OF 21070 HOMESTEAD ROAD CUPERTINO, CA 95014 SANTA CLARA COUNTY SF44041 PG&E STELLING SUBSTATION SHEET TITLE: TOPOGRAPHIC SURVEY C2 2 OF 2 SHEETS ,r m 1 1 1 3100 AZIMUTH 1 1 1 1 PROPOSED T -MOBILE 1 PROJECT LOCATION 1 AT EXISTING PG&E 1 SUBSTATION 1 210° AZIMUTH OVERALL SITE PLAN _=�- 326-07-035 A. P. N . 326-07-022 m-- L L _ A. P. N . 326-07-027 A. P . N . 326-07-036 400 AZIMUTH - (E) CHURCH BUILDING z z _ \ J`' U D U W 1400 AZIMUTH (E) CHURCH BUILDING PROPOSED T -MOBILE ` 12' WIDE ACCESS EASEMENT AT A.P.N. 326-07-027 , 0 a N0 LL C7 z J J Lu z MICHAEL WILK M ARCHITECTURE w 833 Market Street, #805 San Francisco, CA 94103 T: 415-839-9594 F: 415-904-8388 www.wilkarch.com � o o x m� m O r � U ¢D U � 0 � U � Z . �p O Z ■ a � z< 2. 0 m 0 _ C) � C) LO �t Z U C:) QQ LL W J c) z W U) (A O w //W� Z=a V � U PEL O JAR , y 5 C-29682 * EXP. 9-30-09 Sj P 9rF OF CAL\FCR? DRAWN BY: SH CHECKED BY: MW 2 12 17 08 100% ZONING 3 03/24/09 90% CONST. 15106/17/091 100% CONST. I SHEET TITLE OVERALL SITE PLAN SHEET NUMBER A-1 1 ;iG e e e e e a e eio 310° AZIMUTW 3 w U z w w W z Z Z J W (L U � x QpQ W � H 0 2100 W AZIMUTH PROPO 3ED T -MOBILE POWER CONDUIT ROUTE IN J01 T TRENCH 1 1 1 \� \ I / V A. P . N . 326-07-035 1 1 E PG&E SUBSTATION 1 PROPOSED T -MOBILE PROJECT 1 LOCATION AT EXISTING PG&E A 4 1 1 LATTICE TOWER 1 (E) OVERHEAD POWER LINE i ENLARGED PROJECT AREA PLAN (E) JOINT UTILITY POLE/ PROPOSED T -MOBILE POWER P.O.C. AT&T TO DETERMINE OR FIELD ROUTE TELCO e' E)_CH&N-W ° FENCE 4ROPERTY I i i t 4 i 400 AZIMUTH ; 9'0 AZIMUTH ��Iik,rs /v MICHAEL WILK M ARCHITECTURE W 833 Market Street. #805 San Francisco, CA 94103 T: 415-839-9594 F: 415-904-8388 www.wilkarch.com � o �o x �� rn J� O] � O � U o� 0 � U � Z . � O Z ■ 0 CL_Eulmsk Z a o 0 ivib W � Cl) �D o Lo0 dZ U o�w NT LL W ZWO I --Lu Lu - (~n0w fLu z=a V n U PEO AR C-29682 * DIP. 9-30-09 P 9� OF CALM DRAWN BY: SH CHECKED BY: MW 90% 100, 90% SHEET i1TLE _L1 t �f_ _ ENLARGED PROJECT __ - _- _. AREA PLAN SHEET NUMBER b 2 5 ® 1 A= 1 3 3z•=i'-o• 0 s' lo' zo• PROPOSED T -MOBILE) GPS ANTENNA g PROPOSED T-MOBILE5 tB UTE UP TOWER LEG. PA 0 A-7 PROPOSED T -MOBILE 2' DIA. MICROWAVE DISH �-" 210° AZIMU) ANTENNA LAYOUT 400 AZIMUTH 1WR1WN -PROPOSED T -MOBILE PANEL ANTENNA, TYP. OF (8) TOTAL (2 PER SECTOR) 3 s -z PROPOSED 6' HT. CHAINLINK FENCE W/ BARBED WIRE (N) TOWER TOP 1 HAT BY PG&E ci L / I Ir PROPOSED 3: -- / T -MOBILE 0 EQUIPMENT/ LEASE m AREA BELOW as _ m (E) CLIMBING LEG i uj (if 140° U- w I J Z m p En 3 1/2' -V -a, 1 0 4' Arn • � U ISI O Ld W o o 0 o A I BTS CABINET/ PANEL ANTENNA DETAILS SCALE: "T I. 30'-0" \ / PROPOSED 12') \ / WIDE DOUBLE s-2 GATE f PROPOSED 6' HT. CHAINLINK FENCE } W/ BARBED WIRE 18' PROPOSED CONCRETE SLAB/ LEASE AREA EQ, PROPOSED 3 3" T-MOBILE4'-3}Y4" 9" 4'-3Y4" GPS ANTENNA A_y PROPOSED T -MOBILE COAX ROUTE UP TOWER LEG. PAINT GREY TO MATCH 3.3 11 O MOUNTING PIPE Ld DOWNTILT MECHANISM PANEL ANTENNA LO 13.3" PLAN SIDE ELEVATION FRONT ELEVATION RFS 0 A PX 16 D W V-16 D W V -S- E -A2 0 r QUAD PORT PANEL ANTENNA BTS CABINET/ PANEL ANTENNA DETAILS SCALE: "T I. 30'-0" \ / PROPOSED 12') \ / WIDE DOUBLE s-2 GATE f PROPOSED 6' HT. CHAINLINK FENCE } W/ BARBED WIRE 18' PROPOSED CONCRETE SLAB/ LEASE AREA EQ, PROPOSED 3 3" T-MOBILE4'-3}Y4" 9" 4'-3Y4" GPS ANTENNA A_y PROPOSED T -MOBILE COAX ROUTE UP TOWER LEG. PAINT GREY TO MATCH O °0 p °O O )( o a �E) CCHAINLINK N p0 0 p v '0 p 0 O ° O O 0 o 0 a o ° o 3 ENLARGED EQUIPMENT AREA PLAN o (E) LATTICE � TOWER (E) CLIMBING LEG PROPOSED ) WIDE AC ESS GATE s -z ip� ° p op ppp 0 i o o ° ° p p O ' 0 MICHAEL WILK M ARCHITECTURE w 833 Market Street, #805 San Francisco, CA 94103 T: 415-839-9594 F: 415-904-8388 www.wilkarch.com � o o jo J IN M O] O � U 0 � U � Z Z_ ��■ @Z m L O 0 _ oOfrn Z (D<U C)e Q LLL' LJ JLu WO U) U) CA O /L^SU �LLJ . = LL V 0 a U PEO AR p' ` PEL J. �y0+ C-29682 * EXP. 9-30-09 STq� OF CA1-\ DRAWN BY: SH CHECKED BY: MW NU UAIt IJJUL 1 11 2608 90% ZONING 2112/17/08 100% ZONING 3 03/24/091 90% CONST. 4105/11/091 90% CONST. REV. O p0 U SHEET TITLE ENLARGED EQUIP. o AREA PLAN, ANTENNA LAYOUT, 0 o DETAILS 0 SHEET NUMBER 0 0 A=3_] 00° s� p 1 1 1 2'=1'-0' 0 1' 4' R F7 Ld 0 w m y d a � „ � m 3 PROPOSED CABLE w ERICSSON 2106 . a ERICSSON 2106 ERICS§O TRAY MOUNTED z BTS CABINET BTS CABINET BTS CABINET, VERTICALLY w Y PROPOSED 6' HT. 1 e 9._ d WOOD SLAT FENCE s -z z c d _ ° G d U d' o a 0 a ° dO 6� t° o d a / o G SERVICE PROPOSED CABLE'112 TRAY MOUNTED 0 m IL 41 LIGHT ° ERICSSON 2106 a _ A-� d A-� VERTICALLY BTS CABINET a / FIBERJBOX METER 4 PROPOSED 4' c WIDE MAN GATE s-2 PPC a Q PROPOSED CONC.) STOOP A -a o a n O °0 p °O O )( o a �E) CCHAINLINK N p0 0 p v '0 p 0 O ° O O 0 o 0 a o ° o 3 ENLARGED EQUIPMENT AREA PLAN o (E) LATTICE � TOWER (E) CLIMBING LEG PROPOSED ) WIDE AC ESS GATE s -z ip� ° p op ppp 0 i o o ° ° p p O ' 0 MICHAEL WILK M ARCHITECTURE w 833 Market Street, #805 San Francisco, CA 94103 T: 415-839-9594 F: 415-904-8388 www.wilkarch.com � o o jo J IN M O] O � U 0 � U � Z Z_ ��■ @Z m L O 0 _ oOfrn Z (D<U C)e Q LLL' LJ JLu WO U) U) CA O /L^SU �LLJ . = LL V 0 a U PEO AR p' ` PEL J. �y0+ C-29682 * EXP. 9-30-09 STq� OF CA1-\ DRAWN BY: SH CHECKED BY: MW NU UAIt IJJUL 1 11 2608 90% ZONING 2112/17/08 100% ZONING 3 03/24/091 90% CONST. 4105/11/091 90% CONST. REV. O p0 U SHEET TITLE ENLARGED EQUIP. o AREA PLAN, ANTENNA LAYOUT, 0 o DETAILS 0 SHEET NUMBER 0 0 A=3_] 00° s� p 1 1 1 2'=1'-0' 0 1' 4' R F7 3 x N 0 0 � ~ w w a U U w ] -d a i o `il o i o a a 0 O LuK J z w � I U 00 - ro m i m NORTH ELEVATION PROPOSED T -MOBILE PANEL 4 ANTENNA, TYP. OF (8) TOTAL (2 PER SECTOR) PROPOSED T -MOBILE TMA ( UNIT, TYP. q_s PROPOSED T -MOBILE 2' 2 DIA. MICROWAVE DISH A_e (N) TOWER TOP HAT BY PG&E (E) CONDUCTOR, TYP. PG&E LATTICE U) z �z wz z ¢ 0�W a z¢ En w z as z a W J a 3 U ~ _ 0 w a c.) _ 3 0 F- �o 5 p aN o D- o �Of M O o N a a w a o W w U o o O c� r m (n a o a LL' ~ z d I LdU I m m m (E) UTILITY POLE/ PROPOSED T -MOBILE POWER/ TELCO P.O.C. i PROPOSED T-MOBILEr3 GPS ANTENNA A -a 1 PROPOSED 6' HT. WOOD SLAT FENCE s -z PROPOSED T -MOBILE EQUIPMENT/ LEASE AREA PROPOSED 6' HT.3 CHAINLINK FENCE ®2 EAST ELEVATION I6•=1•-0• 0 1' 2' 6' 10' PROPOSED T -MOBILE PANELT 4 ANTENNA, TYP. OF (8) TOTAL (2 PER SECTOR) PROPOSED T -MOBILE TMA(g UNIT, TYP. A -a PROPOSED T -MOBILE 2'K 2_� DIA. MICROWAVE DISH q_6 (N) TOWER TOP HAT BY PG&E (E) CONDUCTOR, TYP (E) PG&E LATTICE TOWER (E) UTILITY POLE BEYOND PROPOSED T-MOBILE(3 GPS ANTENNA A-9 PROPOSED 6' HT. WOOD�j SLAT FENCE g_2 PROPOSED T -MOBILE EQUIPMENT/ LEASE AREA "A PROPOSED 6' HT. �3 CHAIN LINK FENCE s -z MICHAEL WILK M ARCHITECTURE w 833 Market Street, #805 San Francisco, CA 94103 T: 415-839-9594 F: 415-904-8388 www.wilkarch.com � o �o J� m� rn O } 3 U CDC) 0 � U �Z . �o O Z_ ��■ 0 Z a 0 vm m fU) tJCl LO o v rv, Q m Z U O OW Z U) 0 LL L. W W U) O W �w Z V � U KE0 AR .lF' PF,L J. Cy C-29682 * EXP. 9-30-09 *' P OF CALIF DRAWN BY: SH CHECKED BY: MW 1 3103/24/091 90% CONST. I SHEET TITLE ELEVATIONS SHEET NUMBER 9CALE: ® A=4 6•=1•-0• 0 f 6' I. 1 12" 1, 12" 12„ MICHAEL WILK M 11 YELLOW NOTE: "CAUTION" SIGN GREEN NOTE: "NOTICE" SIGN NOTE: 1. WARNING SIGN TO BE MOUNTED AT LOCATIONS ARCHITECTURE 833 Market Street, #805 A A CAUTION NOTICE NOTICE TO WORKERS (�(•)�) . REQUIRED (IN ADDITION REQUIRED WHEN: SHOWN ON PLANS, AND San Francisco, CA 94103 i BEYOND THIS POINT: RADIO FREQUENCY FIELDS AT TO "NOTICE") WHEN: 1. THERE ARE ANY HOT SPOTS WHERE EITHER THE PUBLIC OR OCCUPATIONAL MPE LIMIT IS (BASED ON TESTS) OR COULD BE EXCEEDED. WHERE: POST AT OR NEAR THE LOCATION- OF THE HOT SPOT •ANTENNA; RADIO FREQUENCY FIELDS BEYOND THIS POINT MAY 1. PUBLIC CAN GET WITHIN 20' HORIZONTALLY OR 26' VERTICALL OF AN OR 2. THERE ARE ANY HOT SPOTS WHERE EITHER THE PUBLIC OR OCCUPATIONAL MPE LIMIT IS EXCEEDED. WHERE: POST AT OR NEAR ENTRANCE/ACCESS TO ROOFTOP _ O RADIO FREQUENCY ANTENNAS ON THIS ROOF. PLEASE EXERCISE CAUTION AROUND ANTENNAS AND OBEY POSTED SIGNS AND/OR MARKINGS. FOR ACCESS TO RESTRICTED AREAS OR FOR FURTHER INFORMATION, PLEASE CALL 1-888-662-4662, EXT 3231 (SITE NUMBER SF44041) IN ACCORDANCE WITH FCC RULES 47 CFR 1.1310 AVISO A TRABAJADORES EXISTEN ANTENAS DE RADIOFREQUENCIA EN ESTE TECHO. POR FAVOR USE PA ALREDOR DE LAS ANTENAS Y OBEDEZCA A LAS ZONAS RESTRINGIDAS 0 PARA OBTENER MAS INFORMACION, LLAME AL TELEFONO 1-888-662-4662, EXT 3231 (NUMERO DE SITIO SF44041) SIGN TO BEPAINTED A GREY WHITE. 2. SIGN SHALL COMPLY WITH ANSI C95.2 COLOR,SYMBOL, AND CONTENT CONVENTIONS. 3. CONTRACTOR TO CARRIER THE VERIFY WITH THE ORRECT CONTACT PHONE NUMBER PRIOR TO SIGN FABRICATION AND INSTALLATION, PLASTIC SIGN T: 415-839-9594 F: 415904-8388 wwwwilkarch.com � ® o s rn o •p� m� Q Q �U Qo THIS SITE MAY EXCEED FCCPLASTIC RULES FOR HUMAN OR METAL SIGN EXCEED THE FCC GENERALpLnsric PUBLIC EXPOSURE LIMIT. OR METAL SIGN DE ACUERDO A LAS REGI DE FCC 47 CFR 1.130 CD O �z ■ _u EXPOSURE. Z ■ FOR YOUR SAFETY, OBEY ALL POSTED SIGNS AND SITE GUIDELINES FOR WORKING IN RADIO FREQUENCY OBEY ALL POSTED SIGNS AND SITE GUIDELINES FOR WORKING IN RADIO FREQUENCY ENVIRONMENTS. �,�,�E3€00lr�E�it4P (Lr■ , (L_ Z a ■ A ENVIRONMENTS. #gL't1-888-662-4662, EXT 3231 &0&jjfjt:(SF44O41) IN ACCORDANCE WITH FCC RULES 47 CFR 1.1310 IN ACCORDANCE WITH FCC RULES 47 CFR 1.1310 �0 VA, >'j[�FCC{��47 CFR1.1310✓k�,#i' W C) U) 0 LO RF WARNING SIGNAGE SCALE: 5 RF WARNING SIGNAGE SCALE: 3 RF WARNING SIGNAGE SCALE: N.T.S. 1 z p U N.T.S. N.T.S. 12" RED NOTE: "WARNING" SIGN 18" 12" C� Q d Z H O Lu U) U) 0 LLI Z=� �(�>> NOTICE ® WARNING REQUIRED (IN ADDITION GUIDELINES FOR WORKING IN RADIO TO "CAUTION") WHEN: 1. AREAS OF THE ROOF EXCEED EITHER THE PUBLIC OR OCCUPATIONAL MPE N FREQUENCY ENVIRONMENTS ALL PERSONNEL SHOULD HAVE ELECTROMAGNETIC ENERGY (EME) AWARENESS TRAINING. 0 ALL PERSONNEL ENTERING THIS SITE MUST BE AUTHORIZED. OBEY IN CASE OF EMERGENCY �E D 4q PEL U cy �� m C-29682 C��>) LIMIT. WHERE: POST AT THE PERIMETER OF EACH ALL POSTED SIGNS. � ASSUME ALL ANTENNAS ARE ACTIVE. BEFORE WORKING ON ANTENNAS, NOTIFY OWNERS AND DISABLE APPROPRIATE � CALL * EXP 9-30-09 sT F �P qr OF F cALt OF THE ZONES. OTHER TRANSMITTERS. DRAWN BY: SH CHECKED BY: MW BEYOND THIS POINT: MARKINGS SUCH AS PAINTED STRIPING, CHAINS, STATIONS, OR FENCING MAY ALSO BE 0 MAINTAIN MINIMUM 3 FEET CLEARANCE FROM ALL ANTENNAS. DO NOT STOP IN FRONT OF ANTENNAS. • USE PERSONNEL RF MONITORS WHILE WORKING NEAR ANTENNAS. 1-888-662-4662 NO DATE ISSUE 1 11 26 08 90% ZONING RADIO FREQUENCY FIELDS AT THIS SITE EXCEED FCC RULES FOR HUMAN EXPOSURE. USED TO IDENTIFY THE PERIMETER OF EACH SAFETY ZONE. PLASTIC OR METAL SIGN NEVER OPERATE TRANSMITTERS WITHOUT SHIELDS DURING NORMAL OPERATION. • DO NOT OPERATE BASE STATION ANTENNAS IN EQUIPMENT ROOMS. Site NO: 2 12/17/08 100% ZONING 3 03/24/09 90% CONST. 4 05/11/09 90% CONST. REV. s 06/17/09 100% CONST. NOTE: FAILURE TO OBEY ALL POSTED SIGNS "GUIDELINES" SIGN PLASTIC OR AND SITE GUIDELINES FOR WORKING IN RADIO FREQUENCY ENVIRONMENTS COULD RESULT IN SERIOUS INJURY. IN ACCORDANCE WITH FCC RULES 47 CFR 1.1310 REQUIRED WHEN: METAL SIGN 1. THERE ARE ANY HOT SPOTS WHERE EITHER THE PUBLIC OR OCCUPATIONAL MPE LIMIT IS EXCEEDED. WHERE: POST AT OR NOTES UNLESS OTHERWISE SPECIFIED: TO BE PLACED IN A CLEAR AND VISIBLE LOCATION ON ALL: - BTS CABINETS ACCESS DOORS ACCESS LADDERS - FIRE ALARM PANELS SHEET TITLE DETAILS NEAR THE "NOTICE" SIGN. NOTE: TO BE USED ONLY WHEN INDICATED. SHEET NUMBER Am$ PPC/TELCO CABINET MOUNT SCALE: 6 EQUIPMENT CABINET DETAIL SCALE: 4 SITE SIGNAGE SCALE: N.T.S. 2 N.T.S. N.T.S. Ale� 2" CONCRETE CAP LENGTH AS REQ D. ¢ w 11 —1 z LL W MICHAEL WILK M CONDUIT I 4'_3}y4" ARCHITECTURE w o ABOVE THE CABINET - 3' CONC. SLAB. U Lu DETAIL 1/A-7 s 1/2" _ of 0 Q Z U MATCH EXISTING FINISH PROPOSED "UNISTRUT" MATCH EXISTING FINISH 833 Market Street, #805 Z SURFACE P1000T, LENGTH AS REVD. P O W APPROVED - APPROVED, COMPACTED BACK FILL (90% San Francisco, CA 94103 BACKFILL N COMPACTION) 1/2"0 x 3 1/2" LAG AS REQ'D. T: 415$39-9594 z MATCH EXISTING FINISH SURFACE BOLT. ANCHOR PROPOSED F: 415-904-8388 DIRECTLY TO (N) 4X I ' POWER/TELCO ERICSSON www.wllkarch.com I11 f //Z�: COMPACTED BACK FILL (90% POST (2 PER STRUT I MIN.) CABINETS RBABINEf6 N UNDISTURBED SOIL w COMPACTION) 0 o IIIII(; II UNDISTURBED SOIL "UNISTRUT" w ■ o WARNING TAPE W/ OPTIONAL WARNING TAPE W/ OPTIONAL PROPOSED "UNISTRUT" a5 ® J EXISTING — TRACE CHANNEL NUT, WASHER CABINET TRACE WIRE & BOLT 4X4 POST APPROVED BACKFILL TELCO CONCRETE ENCASEMENT TO FENCE POST ,A CABINET PVC POWER CONDUIT ECLTR (,� 150 LBS. CONDUIT COVER 4" SAND 18 MIN. e ICD 0 LIz 4" SAND BEDDING MIN. �o BEDDING MIN. E� t ■ OPTION #1 ■ OPTION #3 NOTE: z ERICSSON RBS 2106 PLAN 0 a ■ ARTICLE 300-5. Ale� 2" CONCRETE CAP LENGTH AS REQ D. ¢ w 11 —1 z LL W w CONDUIT I 1 , WEIGHT W/O BATTERIES WEIGHT WITH BATTERIES o ABOVE THE CABINET - - CONC. SLAB. U Lu DETAIL 1/A-7 _ of 0 Q Z U MATCH EXISTING FINISH '�^ v / MATCH EXISTING FINISH 4" SAND Z SURFACE OST FENCE POST— P O W APPROVED - APPROVED, COMPACTED BACK FILL (90% LIJ 0- BACKFILL N COMPACTION) PROPOSED AS REQ'D. z POWER/TELCO BACK FILL (90% CABINETS Nz ) I11 f a i EGR RECEPTACLE ®M® O UNDISTURBED SOIL PROPOSED 0 "UNISTRUT" w WARNING TAPE W/ OPTIONAL WARNING TAPE W/ OPTIONAL P1000T, a5 EXISTING — TRACE TRACE WIRE CABINET Ale� 2" CONCRETE CAP LENGTH AS REQ D. ¢ w RBS 2106 —1 z LL W z� o� �m CONDUIT �1 co U a WEIGHT W/O BATTERIES WEIGHT WITH BATTERIES LLI ABOVE THE CABINET - L0 CONC. SLAB. Lu DETAIL 1/A-7 _ of 0 Q Z U ERICSSON RBS 2106 SIDE ELEVATION '�^ v / MATCH EXISTING FINISH 4" SAND 18" MIN. d" J zW0 P O W PVC POWER 2" CONCRETE CAP LENGTH AS REQ D. ¢ w RBS 2106 —1 z LL W FOOTPRINT (INCLUDING INSTALLATION FRAME) CONDUIT 1213 LBS (550 kg) 1301 LBS (590 kg) U a WEIGHT W/O BATTERIES WEIGHT WITH BATTERIES LLI ABOVE THE CABINET - CONC. SLAB. Lu DETAIL 1/A-7 ERICSSON RBS 2106 SIDE ELEVATION '�^ v / MATCH EXISTING FINISH 4" SAND 18" MIN. ERICSSON RBS 2106 FRONT ELEVATION P O W BEDDING MIN. "UNISTRUT" P1000T, LIJ 0- wLENGTH AS REQ'D. z ERICSSON RBS 2106 DIMENSIONS OPTION #2 HEIGHT x WIDTH x DEPTH RBS 2106 63 5/8"H x 51 3/16"W x 36 3/8"D FOOTPRINT (INCLUDING INSTALLATION FRAME) 63 5/8"H x 51 3/16"W x 28"D 1213 LBS (550 kg) 1301 LBS (590 kg) RBS 2106 WEIGHT W/O BATTERIES WEIGHT WITH BATTERIES SERVICE LIGHT. SEE ABOVE THE CABINET - DETAIL 1/A-7 10 MATCH EXISTING FINISH PROPOSED SURFACE "UNISTRUT" P1000T, wLENGTH AS REQ'D. >/"--COMPACTED BACK FILL (90% Nz ) I11 f COMPACTION) EGR RECEPTACLE ®M® O � iIj t WARNING TAPE W/ OPTIONAL PPC EXISTING TRACE WIRE CABINET SOLID ROCK 4X4 POST TELCO CONCRETE ENCASEMENT TO CABINET PVC POWER ROCK W/ 2" MIN. CONCRETE 150 LBS. CONDUIT COVER e MAX. 4" SAND 18" MIN. BEDDING MIN. OPTION #3 NOTE: 1. TRENCHING DETAILS PER N.E.C. ARTICLE 300-5. 2. CONTRACTOR TO SELECT BEST OPTION FOR CONDITIONS. CONC. SLAB POWER TRENCH ERICSSON RBS 2106 DIMENSIONS CABINET HEIGHT x WIDTH x DEPTH RBS 2106 63 5/8"H x 51 3/16"W x 36 3/8"D FOOTPRINT (INCLUDING INSTALLATION FRAME) 63 5/8"H x 51 3/16"W x 28"D ERICSSON RBS 2106 WEIGHT & FLOOR LOADING MINIMUM CLEARANCE APPROX. MAX. FLOOR CABINET MAX. WEIGHT LOADING 2" 1213 LBS (550 kg) 1301 LBS (590 kg) RBS 2106 WEIGHT W/O BATTERIES WEIGHT WITH BATTERIES ERICSSON RBS 2106 MINIMUM CLEARANCES DIRECTION MINIMUM CLEARANCE CABINET FRONT 55" CABINET REAR 2" CABINET LEFT 0" (3' MIN. FOR 135' DOOR SWING) CABINET RIGHT 0 ABOVE THE CABINET - � U NEO AR cy C-29682 y OF�`P DRAWN BY: SH CHECKED BY: MW NO IIATF ISSIIF SHEET NUMBER SCALE: SCALE: SCALE: A=6 UTILITY TRENCH NT.S. 3 PPC/TELCO CABINET MOUNT N.TS. 2 EQUIPMENT CABINET DETAIL N.T.S. 1 1 11/26/081 90% ZONING 2 12/17/081 100% ZONING 90% CONST. _3_03/24/09 4 05/11/09 90% CONST. REV. 5 06/17/09 100% CONST. SHEET TITLE DETAILS SHEET NUMBER SCALE: SCALE: SCALE: A=6 UTILITY TRENCH NT.S. 3 PPC/TELCO CABINET MOUNT N.TS. 2 EQUIPMENT CABINET DETAIL N.T.S. 1 MICHAEL WILK M ARCHITECTURE w 833 Market Street #805 San Francisco, CA 94103 T: 415-839-9594 F: 415-904-8388 www.wilkarch.com ERIJES- HUBBELL QUARTZLITER QL SERIES- COAXIAL COAXIAL CABLES #QL-505, 300/500 W ROUTED TO ANTENNAS WIDE BEAM WITH 1/2" SWIVEL 0 KNUCKLE MOUNT (2 PLCS.) < ■ o CONDUIT PER ELECT. DWGS. %71 \�� (N) GROUNDING BUS m BAR AT TOWER LEG N PPORT CONDUIT AND JEGR ITCH BOX TO UNISTRUT,P. VIA UNISTRUT CONDUITAMP3I RECEPTACLE o SWITCH, 15A-1 P WEATHERPROOF (MOUNTING zo ■ ao HEIGHT BETWEEN 3'-6" & 5'-0") Z ■ R. -. ■ Z' MQ 0 (E) TOWER LEG J"0 LAG BOLT, TYP. V L1) UNISTRUT P1000T ® ` J SCALE: LN SCALE: 1 NOT USED 4 14 4'-0" O.C. SEE VERTICAL CABLE TRAY DETAIL FOR ANCHORAGE SERVICE LIGHT MOUNT z � p Q C� W V N.T.S. C� J zI- J O PROPOSED 16 GA. SHEET METAL _1 Cl)Z LL W Lli MINIMUM G.I. VERTICAL COAXIAL CABLE U) TRAY, SEE DETAIL. (n P O W wn 6X6 POST/ (N) WOOD FENCE z D ,, V C) (N) FENCE PROPOSED GROUNDING POST, TYP. (E) TOWER LEG BUS BAR. SEE ELECT. DWGS. (N) SIMPSON a ° RE n R A34, TYP. 9 24" WIDE X 4" DEEP, 16 GA. GALV CABLE TRAY W/ COVER. i o MOUNTING BRACKET ® 4' O.C. W C-29682 Y PROVIDE 2X ° MAX. ;i BLOCKING, TYP. * EXP. 9-30-09 COAXIAL ASTEEL BLE WITH sT9� VALMONT MICROFLECT o STAINLESS UNVERSAL T -LINE 0 ® ° SNAP -IN ANCHORS BRACKET B2249 FOR DRAWN BY: SH CHECKED BY: MW ANGLE OR PIPE LEG. ° MOUNT AT 4'-0" O.C. ® o NO DATE ISSUE MAX. ® (N) T -MOBILE o EQUIPMENT SLAB 0 1 111/26/081 90% ZONING 2112/17/081 100% ZONING 0 3 03/24/09190% CONST. SNAP -IN HANGERS j o o ANCHOR TO FENCE 4 05/11/09190% CONST. REV. 5 06/17/09 100% CONST. I W/ 3/8"0x3"LG LAG ° BOLT, TYP. OF 3 PER P/N ANGLE LEG SIZE o BRACKET MIN. B2249 2-1/2" TO 4" a I NOTE: CONNECT COVER TO GROUND SYSTEM SHEET TITLE WITH #6 INSULATED GROUND WIRE. F3 (CONCEAL ALL GROUND WIRES) ANTENNA COAX ;j; DETAILS PER PLAN !I SHEET NUMBER A=7 SCALE: SCALE: SCALE: 2 COAX HANGER AT TOWER LEG 5 COAX ROUTE UP (E) TOWER 3 VERTICAL CABLE TRAY MOUNT N.T.S. N.T.S. N.T.S. ERICSSON LMU DIMENSIONS DIMENSION MAIN BOX HEIGHT 12.637" WIDTH 10.236" DEPTH 3.81" ERICSSON LMU WEIGHT MAIN BOX 1 11.023 LBS. 5. BOND TMA GROUND STUD TO GROUND BAR WITH NO. 6 AWG GROUND WIRE AND 2 -HOLE a GROUND LUG. t m 6. BACKPLATE AND POLE CLAMPS FOR MOUNTING TO 2 3/8" DIA. ANTENNA MOUNTING PIPE z a PROVIDED WITH TMA. 7. TMA SHALL BE MOUNTED VERTICALLY. Q 8. CONNECTORS SHALL BE WEATHERPROOFED �m 9. JUMPER CABLES SHALL BE SUPPORTED WITHIN 1 TO 2 FEET OF CONNECTORS. 00 1- U) Uopo Lo SCALE: SCALE: SCALE: p rn CONCRETE STOOP N.T.S. 5 GPS ANTENNA MOUNT N.T.S. 3 DETAIL N.T.S. 1 d z p Q O — U Q U J Z LL LU W O (N) TOWER TOP U) (n P O w HAT BY PG&E m: Lu SECTOR CROSS ARM, ° n z U (N) PGE TOP HAT— a_ NP. OF VALMONT i N� BENT PL 1/4"X3 W/ MARCS 1/2"0 U BOLTS TO VALMONT PIPE, AND 3/4"0 M.B. TO W C-29682 TOWER TOP HAT T -MOBILE PANEL ANTENNA. SEE SHT. j * 9-30-09 T-3 FOR �P PLAN SPECIFICATIONS 9�G CAL%F 18" MAX..DRAWN BY: SH CHECKED BY: MW NO DATE ISSUE SIDE VIEW FRONT VIEW 1 11/26/081 90% ZONING (N) PGE TOP HAT 2 12/17/081 100% ZONING 14" 3 4 03/24/09190% CONST. 05/11/09 90% CONST. REV. SECTOR CROSS ARM, 5 06/17/09 100% CONST. TYP. OF VALMONT T -MOBILE PANEL ANTENNA. SEE SHT. T-3 FOR n M SPECIFICATIONS 2-3/8" DIA. GALV. SHEET TITLE ANTENNA MOUNTING PIPE MOUNTING SUPPLIED W/ ANTENNA CKET BENT PL 1/4"X3 W/—/AN ENNA DETAILS TO 1/2"0 U BOLTS TMA UNIT. SEE PLAN VIEW VALMONT PIPE, AND 3/4"0 M.B. TO DETAIL 1/A-9 SHEET NUMBER TOWER TOP HAT A=8 ELEVATION SCALE: SCALE: SCALE: 2 NOT USED N.T.S. B ANTENNA MOUNT N.T.S. 4 MICROWAVE DISH N.T.S. GPS ANTENNA MICHAEL WILK M ARCHITECTURE {N NTING 4„ (E) TOWER I LEG ;�IPIP`UE i JUMPER TO.-----t\I JUMPER TO 833 Market Street, #805 ANTENNA II 10ANTENNA San Francisco, CA 94103 (PCS) j (AWS) ANTENNA P. 415$39-9594 1/2" EXPANSION TMA MOUNTING F: 415-904$388 JOINT MATERIAL ERICSSON BTS " "m v, "� PIPE GROUND www.wilkarch.com PROPOSED CONC. STOOP PIPE CLAMP o TMA SCREW BAND CLAMP LMU MAIN I I FURNISHED (N) EQUIPMENT ERICSSON LM U BOX GROUND WIRE WITH TMA 131 1 6"x6" WWM 18 GA. SLAB. SEE SHEET MAIN BOX ' o GR ANTENNA GROUND BAR S -1L %� 1 1-3/4"0 STD JUMPER TO JUMPER TO JUMPER TO PIPE co 10y4 MAIN COAX MAIN COAX MAIN COAX (PCS) i (AWS) o 0 SII ° a c ° a q ° a G UNIVERSAL mrn X° X X ° a ADJUSTABLE FRONT ELEVATION TMA WEIGHT=13 LBS. SIDE ELEVATION _li' III—_III e SLOPE 3:: Oo nQ ° a MOUNT -81709 ry NOTES: -1 I—III—I I—I I—I I—I I—i I I—III—I a� 1. TMA IS A WEATHERPROOFED ENCLOSURE RATED TO IP66. o II�=I�I—III=I�I=III—III=IiI=III o SIDE ELEVATION FRONT ELEVATION 2. TMA SHALL NOT BE PAINTED. 3. IF POSSIBLE, TMA SHALL BE MOUNTED BEHIND ANTENNA TO MINIMIZE WIND LOADING ON STRUCTURE. . Z 4. PROVIDE SUFFICIENT LENGTH OF JUMPER TO ALLOW FOR PROPER APPLICATION OF WEATHER PROOFING AT ANTENNA AND TMA CONNECTIONS Q ■ ERICSSON LMU DIMENSIONS DIMENSION MAIN BOX HEIGHT 12.637" WIDTH 10.236" DEPTH 3.81" ERICSSON LMU WEIGHT MAIN BOX 1 11.023 LBS. 5. BOND TMA GROUND STUD TO GROUND BAR WITH NO. 6 AWG GROUND WIRE AND 2 -HOLE a GROUND LUG. t m 6. BACKPLATE AND POLE CLAMPS FOR MOUNTING TO 2 3/8" DIA. ANTENNA MOUNTING PIPE z a PROVIDED WITH TMA. 7. TMA SHALL BE MOUNTED VERTICALLY. Q 8. CONNECTORS SHALL BE WEATHERPROOFED �m 9. JUMPER CABLES SHALL BE SUPPORTED WITHIN 1 TO 2 FEET OF CONNECTORS. 00 1- U) Uopo Lo SCALE: SCALE: SCALE: p rn CONCRETE STOOP N.T.S. 5 GPS ANTENNA MOUNT N.T.S. 3 DETAIL N.T.S. 1 d z p Q O — U Q U J Z LL LU W O (N) TOWER TOP U) (n P O w HAT BY PG&E m: Lu SECTOR CROSS ARM, ° n z U (N) PGE TOP HAT— a_ NP. OF VALMONT i N� BENT PL 1/4"X3 W/ MARCS 1/2"0 U BOLTS TO VALMONT PIPE, AND 3/4"0 M.B. TO W C-29682 TOWER TOP HAT T -MOBILE PANEL ANTENNA. SEE SHT. j * 9-30-09 T-3 FOR �P PLAN SPECIFICATIONS 9�G CAL%F 18" MAX..DRAWN BY: SH CHECKED BY: MW NO DATE ISSUE SIDE VIEW FRONT VIEW 1 11/26/081 90% ZONING (N) PGE TOP HAT 2 12/17/081 100% ZONING 14" 3 4 03/24/09190% CONST. 05/11/09 90% CONST. REV. SECTOR CROSS ARM, 5 06/17/09 100% CONST. TYP. OF VALMONT T -MOBILE PANEL ANTENNA. SEE SHT. T-3 FOR n M SPECIFICATIONS 2-3/8" DIA. GALV. SHEET TITLE ANTENNA MOUNTING PIPE MOUNTING SUPPLIED W/ ANTENNA CKET BENT PL 1/4"X3 W/—/AN ENNA DETAILS TO 1/2"0 U BOLTS TMA UNIT. SEE PLAN VIEW VALMONT PIPE, AND 3/4"0 M.B. TO DETAIL 1/A-9 SHEET NUMBER TOWER TOP HAT A=8 ELEVATION SCALE: SCALE: SCALE: 2 NOT USED N.T.S. B ANTENNA MOUNT N.T.S. 4 MICROWAVE DISH N.T.S. 6 in CONCRETE SLAB FOR EQUIPMENT MOUNTING 18' 6" 5'-8" 5'-8" lk 5'-8" 6" 6X6 POST, TYP. OF 11 io °^ Y 4 d °e �® ° .°. 71 �I °° d d d JR ICSSON ERICSSON ERICSS SRBS 2106 RBS 21ABINET CABINET CABINE 1301 LBS. 1301 LBS. 1301 -911S.;a Un ° ° t.W. JLUVt A 1-tK YI. rUN DRAINAGE SECTION GENERAL NOTES 1. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND 2007 CBC SPECIFICATIONS. 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE, AND SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND CONDITIONS OF ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY SUB–CONTRACTORS. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE STRUCTURAL ENGINEER IMMEDIATELY AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. 3. STRUCTURAL DRAWINGS SHALL WORK IN CONJUNCTION WITH ARCHITECTURAL MECHANICAL, AND ELECTRICAL DRAWINGS. 4. DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE ARCHITECT. 5. ALL CONDITIONS SHOWN OR NOTED AS EXISTING ARE BASED ON BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE DRAWINGS. NO WARRANTY IS IMPLIED TO THEIR ACCURACY. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS. SHOULD CONDITIONS BECOME APPRENT WHICH DIFFER FROM THE CONDITIONS SHOWN, THEY SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF ARCHITECT. STRUCTURAL ENGINEER WILL THEN PREPARE ADDITIONAL DRAWINGS AS MAY BE NEEDED TO ACCOMODATE THE CONDITIONS AS BROUGHT TO THEIR ATTENTION. 6. MECHANICAL EQUIPMENT MUST BE FIRMLY ATTACHED TO THE STRUCTURE. ISOLATORS, FASTENERS AND ANY OTHER ELEMENT PROVIDING STABILITY FOR MECHANICAL EQUIPMENT SHALL BE CAPABLE OF TRANSMITTING CODE REQUIRED LOADS, BUT IN NO EVENT LESS THAN A SHEAR LOAD EQUIVALENT TO 0.45 TIMES THE OPERATING WEIGHT OF EQUIPMENT. 7. DESIGN DATA: DESIGN CODE: 2007 CBC SEISMIC IMPORTANCE FACTOR Ip = 1.0 OCCUPANCY CATEGORY = II MAPPED SPECTRAL RESPONSE: ACCELERATIONS Ss = 1.988 S = 0.728 SITE CLASS = T.B.D. WIND SPEED = 85 M.P.H. WIND EXPOSURE = C 8. THE FOUNDATION DESIGN IS BASED ON 2007 CBC TABLE 1804A.2. 2 ALLOWABLE SOIL BEARING IS 1500 PSF. CONCRETE 1. ALL POURED–IN–PLACE CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED. CEMENT TO BE TYPE II FROM TESTED STOCK PER ASTM C-150. 2. CONCRETE FORM TOLERANCES SHALL BE WITHIN THE STANDARDS SET BY THE AMERICAN CONCRETE INSTITUTE. 3. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE LOCAL BUILDING DEPARTMENT INSPECTOR PRIOR TO THE POURING OF ANY CONCRETE. 4. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR LOCATIONS. 5. FORM EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC. WITH 3/4 INCH CHAMFERS UNLESS DETAILED OTHERWISE. 6. PROVIDE LIGHT BROOM FINISH ON ALL EXPOSED CONCRETE UNLESS NOTED OTHERWISE. REINFORCING STEEL 1. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 U.O.N. 2. BARS SHALL BE CLEAN OF MUD, OIL OR OTHER COATINGS LIKELY TO IMPAIR BONDING. 3. ALL REINFORCING SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE OR GROUTING MASONRY. 4. REINFORCING STEEL SHALL BE SPLICED AS SHOWN OR NOTED. SPLICES AT OTHER LOCATIONS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER. ALL VERTICAL WALL REINFORCEMENT SHALL BE CONTINUOUS BETWEEN SPLICE LOCATIONS SHOWN IN THE DETAILS. STRUCTURAL STEEL 1. ALL STEEL SHALL BE PER ASTM A36. 2. BOLTED CONNECTIONS SHALL BE ASTM A307 BEARING TYPE. 3. ALL STEEL SHALL BE GALVANIZED. STRUCTURAL NOTES MICHAEL WILK M ARCHITECTURE w 833 Market Street, #805 San Francisco, CA 94103 T: 415-839-9594 F: 415-904-8388 www.wilkarch.com � o �o 0'=4 > o JLN m � rn U C> O ,U 00 CD � 00o Z_ ��■ O�a_ � Z m O U) m O _ � p rn �t Z �C) Q O Q U d'_j ZOO Lel_ LU J ul W Z U) U) 0 Lu �LLJ Z=0- V 0 In U KED AR .�K PEL J, cy C-29682 * EXP. 9-30-09 OF CAL\F DRAWN BY: SH CHECKED BY: MW 1 2112/17/081 100% ZONING I 1 5106/17/091 100% CONST. I SHEET TITLE STRUCT. NOTES, CONC. SLAB, SHEET NUMBER S-1 d ® d 8" THICK =CONCRETE ®. ° SLAB ON GRADE dd ° ' a Wt#4'3 0 12" O.C., E.W. ° d d d d � d d ° d E ERICSSON ° d ° RBS 2106 ° CABINET d d 4 i —1301 LBS— ° a 44 4 d ° PROPOSED 5'X2' CONC. STOOP. A_g 4'-5y2" 6" - - 4'4'-2%" 4 –n,/ ,/ „ 4'–�8" FOR 4' WIDE GATE _ 6" t.W. JLUVt A 1-tK YI. rUN DRAINAGE SECTION GENERAL NOTES 1. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND 2007 CBC SPECIFICATIONS. 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE, AND SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND CONDITIONS OF ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY SUB–CONTRACTORS. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE STRUCTURAL ENGINEER IMMEDIATELY AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. 3. STRUCTURAL DRAWINGS SHALL WORK IN CONJUNCTION WITH ARCHITECTURAL MECHANICAL, AND ELECTRICAL DRAWINGS. 4. DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE ARCHITECT. 5. ALL CONDITIONS SHOWN OR NOTED AS EXISTING ARE BASED ON BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE DRAWINGS. NO WARRANTY IS IMPLIED TO THEIR ACCURACY. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS. SHOULD CONDITIONS BECOME APPRENT WHICH DIFFER FROM THE CONDITIONS SHOWN, THEY SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF ARCHITECT. STRUCTURAL ENGINEER WILL THEN PREPARE ADDITIONAL DRAWINGS AS MAY BE NEEDED TO ACCOMODATE THE CONDITIONS AS BROUGHT TO THEIR ATTENTION. 6. MECHANICAL EQUIPMENT MUST BE FIRMLY ATTACHED TO THE STRUCTURE. ISOLATORS, FASTENERS AND ANY OTHER ELEMENT PROVIDING STABILITY FOR MECHANICAL EQUIPMENT SHALL BE CAPABLE OF TRANSMITTING CODE REQUIRED LOADS, BUT IN NO EVENT LESS THAN A SHEAR LOAD EQUIVALENT TO 0.45 TIMES THE OPERATING WEIGHT OF EQUIPMENT. 7. DESIGN DATA: DESIGN CODE: 2007 CBC SEISMIC IMPORTANCE FACTOR Ip = 1.0 OCCUPANCY CATEGORY = II MAPPED SPECTRAL RESPONSE: ACCELERATIONS Ss = 1.988 S = 0.728 SITE CLASS = T.B.D. WIND SPEED = 85 M.P.H. WIND EXPOSURE = C 8. THE FOUNDATION DESIGN IS BASED ON 2007 CBC TABLE 1804A.2. 2 ALLOWABLE SOIL BEARING IS 1500 PSF. CONCRETE 1. ALL POURED–IN–PLACE CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED. CEMENT TO BE TYPE II FROM TESTED STOCK PER ASTM C-150. 2. CONCRETE FORM TOLERANCES SHALL BE WITHIN THE STANDARDS SET BY THE AMERICAN CONCRETE INSTITUTE. 3. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE LOCAL BUILDING DEPARTMENT INSPECTOR PRIOR TO THE POURING OF ANY CONCRETE. 4. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR LOCATIONS. 5. FORM EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC. WITH 3/4 INCH CHAMFERS UNLESS DETAILED OTHERWISE. 6. PROVIDE LIGHT BROOM FINISH ON ALL EXPOSED CONCRETE UNLESS NOTED OTHERWISE. REINFORCING STEEL 1. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 U.O.N. 2. BARS SHALL BE CLEAN OF MUD, OIL OR OTHER COATINGS LIKELY TO IMPAIR BONDING. 3. ALL REINFORCING SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE OR GROUTING MASONRY. 4. REINFORCING STEEL SHALL BE SPLICED AS SHOWN OR NOTED. SPLICES AT OTHER LOCATIONS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER. ALL VERTICAL WALL REINFORCEMENT SHALL BE CONTINUOUS BETWEEN SPLICE LOCATIONS SHOWN IN THE DETAILS. STRUCTURAL STEEL 1. ALL STEEL SHALL BE PER ASTM A36. 2. BOLTED CONNECTIONS SHALL BE ASTM A307 BEARING TYPE. 3. ALL STEEL SHALL BE GALVANIZED. STRUCTURAL NOTES MICHAEL WILK M ARCHITECTURE w 833 Market Street, #805 San Francisco, CA 94103 T: 415-839-9594 F: 415-904-8388 www.wilkarch.com � o �o 0'=4 > o JLN m � rn U C> O ,U 00 CD � 00o Z_ ��■ O�a_ � Z m O U) m O _ � p rn �t Z �C) Q O Q U d'_j ZOO Lel_ LU J ul W Z U) U) 0 Lu �LLJ Z=0- V 0 In U KED AR .�K PEL J, cy C-29682 * EXP. 9-30-09 OF CAL\F DRAWN BY: SH CHECKED BY: MW 1 2112/17/081 100% ZONING I 1 5106/17/091 100% CONST. I SHEET TITLE STRUCT. NOTES, CONC. SLAB, SHEET NUMBER S-1 WOVEN WIRE FENCING NOTES (INSTALL FENCING PER ASTM F-567, SWING GATES PER ASTM F- 900) 1. GATE POST, CORNER, TERMINAL OR PULL POST SHALL BE 2-1/2"0 SCHEDULE 40 FOR PER PLAN e. GATE WIDTHS UP THROUGH 6 FEET OR 12 FEET FOR DOUBLE SWING GATE PER ASTM -171083. POST W/ CAP 2. LINE POST: 2-1/2"0 SCHEDULE 40 PIPE PER ASTM -F1083. TOP BRACE RAIL 3. GATE FRAME: 1 1/2"0 SCHEDULE 40 PIPE PER ASTM -1`1083. \, t, 4. TOP RAIL & BRACE RAIL: 1 1/4"0 SCHEDULE 40 PIPE PER ASTM -F1083. XXI STRETCHER BAR 5. FABRIC: 11 GA. CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM -A392 CLASS 1. GATE LATCH W/LOCK 6. TIE WIRE: MINIMUM 11 GA GALVANIZED STEEL INSTALL A SINGLE WRAP TIE WIRE AT POSTS ui AND RAILS AT MAX. 24" INTERVALS. INSTALL HOG RINGS ON TENSION WIRE AT 24" INTERVALS. r z MIDDLE BRACE RAIL 7. TENSION WIRE: 7 GA. GALVANIZED STEEL. z 8. GATE LATCH: LOCK (KEYED ALIKE FOR ALL SITES OR COMBINATION AS SPECIFIED BY z GATE FRAME—,DIAGONAL ROD CARRIER). W/STEEL 9. HEIGHT = 6' VERTICAL. TURNBUCKLE BOTTOM TENSION WIRE a CLCORNER, GATE, END OR PULL POST TOP BRACE RAIL CONC. FOOTING if rlla SEE 5/S-2 r.- CHAIN LINK FABRIC ]y1 jr: i I STRETCHER BAR CHAINLINK GATE z MIDDLE BRACE RAIL POST W/ CAP a Uj Uj I DIAGONAL ROD W/ STEEL TURNBUCKLE CHAINLINK GATE AT (E) FENCE SCALE: 4 N.T.S. BOTTOM TENSION WIRE (E) GRADE r 1 ' 1 1 I NOTE: 1 ' I 1. FENCE POST SPACING 1 •nl {. 0 10'-0" O.C. MAX. (N) FENCE POST PER PLAN/DETAIL 1 I - - - - CHAINLINK FENCE 12" DIA. FENCE POST FOOTING PER PLAN POST W/ CAP ' TOP BRACE RAIL V'��flll II!T III III •j�ill Il�� • • . : Il,'W W/LOCK I I�! MIDDLE GATE FRAMIIDIAGONAL ROD TURNBUCKLE III l i�♦ I I I I +ISI III `Il! 1��2._d I I III ��.��III �II • ENSION WIRE CHAINLINK GATE CHAINLINK FENCE / DOUBLE GATE 6X6 PRESSURE TREATED DF -L POST. SEE LAYOUT PLAN FOR SPACING CONC. SLAB (E) GRADE (2) 3/4"0 M,B,J ANGLE TO POST 14" TYP. 00 3/4"0 M.B. RAIL TO POST i io I rn NOTE: FENCE FRAME TO FACE LEASE AREA 1X8 REDWOOD FENCING, TYP. ALLOW FOR 1/4" SPACE BETWEEN BOARDS. FASTEN TO RAILS W/ 2.5" GALV DECK SCREWS, 2 EA. MEMBER. FINISH TO MATCH (E) FENCE -3-2X6 FENCE RAILS. SEE BELOW. �I ELEVATION 2X6 FENCE RAIL, TYP. O L 4X4 CLIP ANGLE 3/4"0 M.B. PLAN A I WOOD SLAT FENCE S=1 I 1 FENCE POST TS2X2X3/16 FRAME HEAVY GAGE HINGES (3)- 180' TURNIN CAPABILITY FENCE POST NOTE: GATE TO RECEIVE LOCKING HASP OR SLIDE BOLT AT STRIKE SIDE FOR PADLOCK LOCKING CAPABILITY. STEEL FRAMED WOOD GATE STEEL FRAMED WOOD GATE RUM LATCH STRIKE STRAP HANDLE REDWOOD W/ LF TAPPING WS TO FRAME ACH CROSSING MICHAEL WILK M ARCHITECTURE Lod 833 Market Street, #805 San Francisco, CA 94103 T: 415-839-9694 F: 415-904-8388 www.wilkarch.com cr ■ o �o J� m� rn O 3: U ¢cr CC) D 0 � U �n z ■ �o Z ■ a ■ m OQ m J r �p 0 UI oWm d U Z C) Q O — O Q LU J Z H O U) I— W w H 73 U) U) O w fL J Z = a" V � U EKED ARC C-29682 * EXP. 9-30-09 �P 9 , OF CAL%f DRAWN BY: SH CHECKED BY: MW NU UAIt [nut 1 111 /26/907 90% ZONING 2112/17/ 08 100% ZONING 3 0324 09 90% CONST. 4 05/11 /09 I 90% CONST. REV. SHEET TITLE DETAILS SHEET NUMBER S 0% 2 GATE FRAME PER DETAIL BELOW. rTS2X2Xfl" -1X8 REDWOOD PER DETAIL BELOW -HEAVY GAGE HINGES (3) -ALLOW 180' TURNING CAPABILITY GATE FRAME SECTION A STEEL FRAMED WOOD GATE STEEL FRAMED WOOD GATE RUM LATCH STRIKE STRAP HANDLE REDWOOD W/ LF TAPPING WS TO FRAME ACH CROSSING MICHAEL WILK M ARCHITECTURE Lod 833 Market Street, #805 San Francisco, CA 94103 T: 415-839-9694 F: 415-904-8388 www.wilkarch.com cr ■ o �o J� m� rn O 3: U ¢cr CC) D 0 � U �n z ■ �o Z ■ a ■ m OQ m J r �p 0 UI oWm d U Z C) Q O — O Q LU J Z H O U) I— W w H 73 U) U) O w fL J Z = a" V � U EKED ARC C-29682 * EXP. 9-30-09 �P 9 , OF CAL%f DRAWN BY: SH CHECKED BY: MW NU UAIt [nut 1 111 /26/907 90% ZONING 2112/17/ 08 100% ZONING 3 0324 09 90% CONST. 4 05/11 /09 I 90% CONST. REV. SHEET TITLE DETAILS SHEET NUMBER S 0% 2