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15020026 (2)0 CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: CALIFORNIA OAK WAY & MAJESTIC OAK WAY CONTRACTOR: VINCULUMS SERVICES PERMIT NO: 15020026 OWNER'S NAME: PACIFIC GAS AND ELECTRIC CO 10 PASTEUR DR STE 100 DATE ISSUED: 02/05/2015 OWNER'S PHONE: 4082798787 IRVINE, CA 92618 PHONE NO: (949) 783-3550 L 1 LICENSED CONTRACTOR'S DECLARATION JOB DESCRIPTION: RESIDENTIAL COMMERCIAL REMOVE ALL METRO PCS EQUIPMENT p f p License Class 77 7 C/0 Lie. 4 C o246� -6 Uf L t9 Lt! cas djfLc/�'Date —� r 1 S Contractor o2 I hereby affirm that I am licensed under the provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business & Professions Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self -insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the Sq. Ft Floor Area: Valuation: $10000 performance of the work for which this permit is issued. I have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this APN Number: 34212030.00 Occupancy Type: permit is issued. APPLICANT CERTIFICATION I certify that I have read this application and state that the above information is PERMIT EXPIRES IF WORK IS NOT STARTED correct. I agree to comply with all city and county ordinances and state laws relating WITHIN 180 DAYS OF PERMIT ISSUANCE OR to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save 180 DAYS LAST CALLED INSPECTION. indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the Date: a granting of this permit. Additionally, the applicant understands and will comply Issued by: with all non -point source regulations per the Cupertino Municipal Code, Section RE -ROOFS: 918. S--4� Signature Date All roofs shall be inspected prior to any roofing material being installed. If a roof is installed without first obtaining an inspection, I agree to remove all new materials for inspection. ❑ OWNER -BUILDER DECLARATION Signature of Applicant: Date: I hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec.7044, Business & Professions Code) I, as owner of the property, am exclusively contracting with licensed contractors to HAZARDOUS MATERIALS DISCLOSURE construct the project (Sec.7044, Business & Professions Code). I have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. I will I hereby affirm under penalty of perjury one of the following three maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the declarations: Health & Safety Code, Section 25532(a) should I store or handle hazardous I have and will maintain a Certificate of Consent to self -insure for Worker's material. Additionally, should I use equipment or devices which emit hazardous Compensation, as provided for by Section 3700 of the Labor Code, for the air contaminants as defined by the Bay Area Air Quality Management District I performance of the work for which this permit is issued. will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and I have and will maintain Worker's Compensation Insurance, as provided for by the Health & Safety Code, Sections 25505, 25533, and 25534. Section 3700 of the Labor Code, for the performance of the work for which this In— Owner or authorized agent: Date: ' permit is issued. o I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Worker's CONSTRUCTION LENDING AGENCY Compensation laws of California. If, after making this certificate of exemption, I become subject to the Worker's Compensation provisions of the Labor Code, I must I hereby affirm that there is a construction lending agency for the performance of forthwith comply with such provisions or this permit shall be deemed revoked. work's for which this permit is issued (Sec. 3097, Civ C.) Lender's Name APPLICANT CERTIFICATION Lender's Address I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save ARCHITECT'S DECLARATION indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the I understand my plans shall be used as public records. granting of this permit. Additionally, the applicant understands and will comply with all non -point source regulations per the Cupertino Municipal Code, Section Licensed Professional 918. Signature Date U CONSTRUCTION PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 (408)777-3228 • FAX (408) 777-3333 • building crtupertino.ortt CUPERTINO �^ 3-t LI n �rt�v.nn�Tc�-oT T!`TTnT.T 17 I A T %nrT*Tnt.T I I AT TFR A MrIN ITT F RT'VTCTnN 1 T�FFFRRRT) ORIGINAL PF.RMTT PROJECT ADDRESS APN n .' ZV p �(�% OWNER NAME / 1 PHO ()J ' gj q• O V f E-MAIL STREET ADDRESSQ3? L3oiGG /J fl �7 % � CITY, STATE ZIPFAX �LLYiGI l © C it 110,6-- CONTACT NAME PHONE E-MAIL 630 /r it Inrei32vif STREET:ADDRESS CITY, STATE ZIP - 75 L.av�O�LA gd�` �TZN r� �P FAX VINGfd6 l"'s1C " 13 -OV.WER ❑ OWNER -BUILDER, ❑ OWNER AGENT- ❑ CONTRACTOR �GONTRACTORAGENT.' ❑ ARCHITECT ❑ ENGMER ❑ DEVELOPER ❑ TENAYr CONTRACTOR NAME LICENSE2 ER LICENS Y ; UL IA1Adti/S S1W,016"/'u�'• PJ l� I BUS. LIC 4 COMPANY NA7E �u�t�GU�S Sixrlv�✓� /�L'• E-MAIL Fi 7>� u�GG r Vrru�l/L<ltr�s.0 FAX vt STREET ADDRESS I oZ S 0-7 3 Z Ot V4.1eltLac ! pct i CITY, STATE, ZIP &tgreG r4 PHONE 930 -417 -&717, ARCHTTECTIENGINEER NAME LICENSE NUMBER BUS. LIC # COMPANY NAME E-MAIL FAX STREET ADDRESS CITY, STATE, ZIP I PHONE n DESCRIPTION OF WORK .......... .... EXISTING USE PROPOSED USE CONSTR I TYPE It STORIES USE TYPE OCC. SQ.FT. VALUATION (S) GY'l w i P4 z EXISTG AREA 14610 NEW FLOOR AREA -t9— DEMO AREA /f� TOTAL NET AREA BATHROOM REMODEL AREA /' _ KITCHEN REMODEL AREA OTHER I REMODEL AREA f PORCH AREA DECK AREA TOTAL DECKIPORCH AREA GARAGE AREA: DETACH / ✓ -�� []ATTACH t.'DWELLIIQIS G A SECOND TT YESORY BEING ADDED ]NO ADDIITION?[I WO PRE•APPLICATION ❑ YES IF YES, PROVIDE COPY OF PLANNING APPL 9 RjZO PLANNING IS THE BLDG AN ❑ YES EICHLERHOME? WO �I !EiCM E. TOTAL VAL.U. ATION: By my signature below, I certify to each of the following: I am the property owner or authorized agent to act he propert} vner's behalf. I have read this application and the information I have provided is correct I have read the Description of Workandverify it is abQurate. I agree t comply with all applicable local ordinances and state laws relating to buildin o vction, I authorize representatives of Cupertino to enter the above -1 en I I property for inspection purposes. Signature of Applicant/Agent: Date: SUPPLEMENTAL INFORMATION REQUIREDiE��:usioT3LucsLlr� New SFD or Multifamilydwellings: Apply for demolition permit for pp y p t. O R Ti IF --C <TER � ` k: TJIIb G PLAN REVIEW existing building(s). Demolition permit is required prior to issuance of buil permit for new building. II�G PLAIT REYIEIV,. k ;. Commercial Bldgs: Provide a completed Hazardous Materials Disclosure 1 'DalRD � Cfl ruBLT v� oiucs� _ form if any Hazardous Materials are being used as part of this project. Copy of Planning Approval Letter or Meeting with Planning prior to OR 1� MIS _ submittal of Building Permit application. HIM IT ARY S 'ETJ2I CTM-rr: E1��'TRON➢IENTA�IiEAL'TA Bldg.4pp_2011.doc revised 06/21/11 I CITY OF CUPERTINO FEE ESTIMATOR - BUILDING DIVISION im,ADDRESS: california oak way DATE: 02/05/2015 REVIEWED BY: Mendez APN: BP#: *VALUATION: 1$10,000 %PERMIT TYPE: Building Permit PLAN CHECK TYPE: Tenant Improvement PRIMARY USE: Commercial Building 0.0 PENTAMATION PERMIT TYPE: 1GENCOM WORK remove all metro pcs equipment SCOPE $0.00 r ow t§. 'V1ech. flan Check Phunb. Plan Cheek Elec. Plan Check th ch. Permit Fee Plumb, Permit Fee: f;-lec- Permit Fee: Otherr !tech. Insp. Otlier Plumb Irup. Otlier Elec. Insp. yech hasp_ Fee: Plumb. hasp. Tee: lslec. Insp. Fee: NOTE: This estimate does not include fees due to other Departments (i.e Planning, Public worsts, rtre, aanttary,3ewer vtsrrtct, acnoot ot, Thoco foot aro hneod not rho nrvliminary infarmation availahle and are only an estimate. Contact the Dept for addn 7 info. FEE ITEMS (Tee Resolution 11-053 E . 711/13) FEE QTY/FEE MISC ITEMS Plan Check Fee: Hourly Only? ® Yes Q No $0.00 F 1 hours $143.00 Plan Check, Hourly ISTPLNCx Suppl. PC Fee: E) Reg. ® OT 0.0 hrs $0.00 PME Plan Check: $0.00 Permit Fee: Hourly Only? ® Yes Q No $0.00 Suppl. Insp. Fee -.0 Reg. ® OT 0,0 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 i..onsiruch.on I u : Administrative Fee: E) Work Without Permit? ® Yes No -$0.00 Advanced Planning Fee: $0.00 Select a Non -Residential Building or Structure 0 i 7�r«�>eI I?c�c�urnc�nlatittn Fees: Strom Motion. Fee: IBSEISMICO $2.80 2.0 hrs $286.00 Inspections ISTINSP Inspection, Hourly Bldg Stds Commission Fee: 1BCBSC $1.00 -; $3.80 $429.00 L TO . L SEE .. $432.80 Revised: 01/06/2015 trop Gcmw SING EPCf DEPAR�r� - CUPERTIN �vk Nfr1n, TYPE OF EQUIPMENT: SITE TYPE: LONGITUDE: LATITUDE: A/0 AIR CDNDIAONING MDR MANAGER AbJ AWUSTABUE MINMINIMUM - AFF ABOVE FINTSN FLOOR MISD MISCEIIANMS A FAX: (949) 475-1001 POWER: ELEVATTONs ASTM MOM SOCIETY FOR N NCRIM CONTACT 7E6RN6 AND NMBRWS NA NOT APpLICaZ AWG AME+ICAH WIRE OVJDE NIC NOT IN OOMRAOT BLOC BUILDING NIS NOT TO SCALE �ON MOBILE BASE RADIO O9D0/D OUTSIDE DIAMETER B/S BUILDING STANDARD SHEET INDEX CLG CEILING OOPG OOPPENINGE CFS@ LMIT Ccc PLYWOOD PPRP CCND CONCRETE PROD PROJECT DONUT CONSTRUCTION PROP PROPERLY DDNF CONTINUOUS PT PRESSURE TREATED DBL DOUBLE DLR' DIAGONAL ,D I� ROM's DIM DDIM ENSION RO ROUGH OPENING DH N Dr n°E" WING BSS DDETAIL R SHEET SIM SIMILAW E EAST SPED oN EA ECH EI.BPY ELEVATION ss STAT ms STEEL ELECT EUDMRICAL SAI BTEEI. STRUMURAL EEOQUP E EMAEBY SUSPR SUSPENDED EN EXIST EACH wAY tOLISTINO SV SHEET VINYL EXT EXIERIOR :Mrp{� THROUGH TNND TINNED ��qq TOP FFLUOR FLUQAESD£NF TO OF MASON TTP TYPICAL FFLRE E� Qk GAUGE UBC UNIFORM BUEDING CODE iC V (D) mft NOTED R�kll CONIRA4LORUND GGYYPPSUUMM � SE o B HALL DOW VERT VERTICAL GYP BD GYPSUM BMW FIELD HARD'WD HARDWOOD n VINYL. TILE MOPoL HORIZONTAL YREaT HR HOUR WITH WAD HF7GLN0. NO NDOW VENBNO t WITHOUT NR CONDITIONING Y/P WATERPROOF IDINSIDE DVA. INTI) INFFOORMATTON INSUL. INSUtA7WN INTERIOR MO Mo POUND(S) C ANDS MAX u t TAR CENTER E PROPERLY LINE I:iET.NMTL MET O AY MFR MANUFACTURER % NUMBER 0 RENSIOH DUAL FMM;ENCE © KEY ND7E ® ELEVATION REFERE110E ® ROOM NUMBER ® KEYE11 NOTE ' SECTION RETGE SYMBOLS AND ABBV. wtst all�I sn jp sits �.; same, or . z"a`' : �m the BuiluilLQ Offi'., .. CDMA-MODCELL V.4,cr£;specificadions SHr-' approval Of the vioiati� EQUIPMENT: GROUN BEVEL ao W state '_' ANTENNA - PG&E TO g' I �•; G,:y Ordina= TOWER 1220 4' 36.31" p2.S.1 37Q19'27.54" ARCHITECT: TELECOMMUNICATIONS FACILITY DCI PACIFIC RAW LAND COLLOCATE ROOF TOP TI 2450 DUPONT DRIVE AGRICULTURAL IRVINE, CA 92612 - CONTACT: BOK YU E-MAIL- 130KODCIPAGIRC.COM DK DO E-MAIL• DKDDODCIPACIFIC.00M PHONE: (949) 475-1000 FAX: (949) 475-1001 POWER: ELEVATTONs D1 PHN: COMPANY: PG&E FAX: CONTACT E-MAIL, TELCO' El UTILITY PLAN, NOTES AND DETAIL PHN: COMPANY: SBC FAX: , CONTACT: . E -MNL , CONSULTANT TEAM LANDLORD/OWNER: CONSTRUCTION MANAGER: LEASING/ ZONING: - PLANNER: - RF ENGINEER: - D67E APPROVALS •rte-.�� FRAE CHECKEDly SF03150D CUPERTI O SAP 40863152 21198 - METCALF - MONTA VISTA 230KV jupt�4. PG&E MONTA VISTA #2` 10110 CALIFORNIA OAK WAY CUPERTINO, CA 95014 APPLICANT/LESSEE; METRO PCS INC. PHONE: (510) 747-4600 1080 MARINA VILLAGE PARKWAY FAX: (510) 746-1823 4TH FLOOR ALAMEDA, CA. 94501 CONTACT: JUDY AEA, PROJECT MANAGER PHONE: (415) 259-9016 FAX: (510) 748-1823 PROPERTY INFORMATION: OWNER: PACIMC GAS & ELECTRIC 00. ADDRESS: 77 BEALE ST., 828L SAN FRANCISCO, CA 94105 CONTACT: MIKE SULLIVAN, PROJECT MANAGER PHONE: (925) 323-9664 FAX: (415) 973-3884 A.P.N.: 342--63-001 PROJECT INFORMATION: AREA OF CONSTRUCTION: EQUIP. LEASE AREA = 140 SQ. Fr. OCCUPANCY TYPE: TELECOMMUNICATIONS FACILITY CONSTRUCTION TYPE RAW LAND COLLOCATE ROOF TOP TI CURRENT ZONING: AGRICULTURAL ZONING APPUCA71ON J: - ACCESSIBILITY FACILITY IS UNMANNED AND NOT FOR REQUIREMENTS: HUMAN HABITATION, HANDICAPPED A4 ACCESS NOT REQUIRED. I PROJECT SUMMARY THIS PROJECT CONSISTS OF THE IN -11 OF ANTENNAS AND ASSOCIATED EQUIPMENT FOR THE 'MITROPCS' WIRELESS TELECOMMUNICATIONS NETWORK: 1. 'METROPCS' PANEL ANTENNAS MOUNTED ON TOP OF (E) PG&E LATTICE TOWER, 2. EQUIPMENT CABINETS MOUNTED ON PROPOSED CONCRETE PAD INSIDE (P) WOOD FENCE. 3. POWER & TELCO CABLE RUNS FROM EQUIPMENT TO SOURCE, 4. COAX RUNS FROM EQUIPMENT TO ANTENNAS. PROJECT DESCRIPTION GATE OF -n CEMMRY F yp � AJESTI OAK pYPPERTINO S'SCRFK BLVD. RRDD b0 CTODRIDGE s PROJECT s9 ON KSTA SITE PALM A CITY OF CUP1101TWO VICINITY MAP moll FROM DOM AIRPORT, TAKE 680 SOUTH TO CA -92 WE57 ACIM SAN MATED MIDGE TO 260 SOUTH. DV FOOTHILL UW./GRANT ROAD. WAR RIGHT ONTO N. FOOTHILL LI MY. AFTER AM1 2 L%E, TURN RK,Yii oNm SALEM AVE , WHIc1M TURNS INFO SH OAK NAY AS ROAD CURVES TO RHE LEFT. TURN RIGHT ONTO MAJESTIC OAK WAY AND RIGHT AGAIN ONTO CALIFORNIA OAK WAY. PASS RAILRORAD TRACKS AND TURN LEFT ONTO DIRT ROAD RIGHT BEFORE PG&E TOWER WITH Ems= � NAS. FOLLOW ROAD TO NEXT PW TOWER, WHICH IS THE [SITE7IRECTIONS IRT 110110 AID TWFANIB 51418E PBfVWFD AIB NSDOIS N AOCOBMNC! 'PTR TIE RENOIR EDITIONS of IE FOILO1fN WOES m AODPBD P THE Lox OOYom MANO@T69, "MR N 71511 PIANS B 1b >E WIBDIED lD Few TNN w Wtfalw TO THE IM2 MILSOM"E VeL of TI& 1. 1997 UBC AND 2001 CALIFORNIA AMENDMENTS 2. 1999 NEC AND 2001 CALIFORNIA AMENDMENTS 3. 2000 UMC AND 2DO1 CALIFORNIA AMENDMENTS 4. 2000 UPC AND 2001 CALIFORNIA AMENDMENTS 5. 2000 UFC AND 2001 CALIFORNIA AMENDMENTS 6. LOCAL BUILDING CODES CODE COMPLIANCE SHEET DESCRIPTION e T1 TITLE SHEET T2 GENERAL NOTES, LEGENG, ANTENNA CABLE SCHEDULE Al SITE PLAN A2 POWER/TELCO ROUTING 0 CREEK & RAILROAD TRACKS A3 EQUIPMENT & ANTENNA LAYOUT PLAN A4 ELEVATIONS A5 ELEVATTONs D1 DETAILS D2 . DETAILS D3 SITE DEV NOTES, BATTERY SPECS EN 1 ELECTRICAL NOTES AND SYMBOLS El UTILITY PLAN, NOTES AND DETAIL E2 GROUNDING PLAN, NOTES, AND DETAILS E3 ELECTRICAL DETAILS LSI SURVEY LS2 suRVEY 16 SIM TOFAL ISSUED FOR: PERMIT SHEET INDEX DO NOT SCALE DRAWINGS. THIS IS A REDUCED SET IF LESS THAN 24X36 OONTRCIOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. SEE SHEET T2 FOR GENERAL. NOTES AND SHEET D3 FOR SITE DEVELOPMENT NOTES. GENERAL CONTRACTOR NOTES A.B. ANCHOR BOLT ABV. ABOVE ACCA ANTENNA CABLE COVER ASSEMBLY ADD'L ADDITIONAL A.F.F. ABOVE FINISHED FLOOR A,F.G. ABOVE FINISHED GRADE ALUM. ALUMINUM ALT. ALTERNATE ANT. ANTENNA APPRX. APPROXIMATE(LY) ARCH. ARCHITECTURAL) AWG. AMERICAN WIRE GAUGE BLDG. BUILDING BLK. BLOCK BLKG. BLOCKING BM. BEAM B. N. BOUNDARY NAILING BTCW. BARE TINNED COPPER WIRE B.O.F. BOTTOM OF FOOTING B/U BACK-UP CABINET CAB. CABINET CANT. CANTILEVER(ED) C.I.P. CAST IN PLACE NOT TO SCALE CENTERLINE CLG. CEILING CLR. CLEAR COL COLUMN CONC. CONCRETE CONN. CONNECTION(OR) CONST. CONSTRUCTION CONT. CONTINUOUS d PENNY (NAILS) DBL. DOUBLE DEPT. DEPARTMENT D.F. DOUGLAS FIR DIA. DIAMETER DIAG. DIAGONAL DIM. DIMENSION DWG. DRAWIN) DWL DOWEL(S� EA. EACH EL ELEVATION ELEC. ELECTRICAL ELEV. ELEVATOR EMT. ELECTRICAL METALLIC TUBING E.N. EDGE NAIL ENG. ENGINEER EQ. EQUAL EXP. EXPANSION EXST.(E) EXISTING EXT. EXTERIOR FAB. FABRICATION(OR) F.F. FINISH FLOOR F.G. FINISH GRADE FIN. FINISH(ED) FLR. FLOOR FDN. FOUNDATION F.O.C. FACE OF CONCRETE F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD F.O.W. FACE OF WALL F.S. FINISH SURFACE FT.(') FOOT(FEET) FTG, FOOTING G. GROWTH (CABINET) GA. GAUGE G.C. GENERAL CONTRACTOR GI. GALVANIZE(D) G.F.I. GROUND FAULT CIRCUIT INTERRUPTER GLB GLUE LAMINATED BEAM ABBREVIATIONS GLU--LAM GLUE LAMINATED BEAM GPS GLOBAL POSITIONING SYSTEM GRND. GROUND HDR, HEADER HGR. HANG R H. HIGH HEIGHT ICGB. (SOLA ED COPPER GROUND BUS IN.(") INCH(ES) NT. INTERIOR LB.(#) POUND(S) L.B. LAG BOLTS L.F. LINEAR FEET (FOOT) L LONGITUDINAL MAS. MASONRY MAX. MAXIMUM M.B. MACHINE BOLT MECH. MECHANICAL MFR. MANUFACTURER MIN. MINIMUM MISC. MISCELLANEOUS MTL. METAL NO.(#) (135') MECH. DOWNTILT: - NUMBER N.T.S. NOT TO SCALE O.C. ON CENTER OPNG, OPENING P/C PRECAST CONCRETE PCS PERSONAL COMMUNICATION SERVICES IL' PROPERTY LINE PL PLATE PLY, PLYWOOD PPC POWER PROTECTION CABINET PRC PRIMARY RADIO CABINET P.S.F. POUNDS PER SQUARE FOOT P.S.1. POUNDS PER SQUARE INCH P.T. PRESSURE TREATED PWR. POWER (CABINET) QTY. QUANTITY RAD.(R) RADIUS REF. REFERENCE REINF. REINFORCEMENT(ING) REVD. REQUIRED RGS. RIGID GALVANIZED STEEL SCH. SCHEDULE SHT. SHEET SIM. SIMILAR SPEC. SPECIFICATION (S) SQ. SQUARE S.S. STAINLESS STEEL STD. STANDARD STL STEEL STRUC. STRUCTURAL TEMP. TEMPORARY THK. THICK(NESS) T.N. TOE NAIL T.O.A. TOP OF ANTENNA T.O.C. TOP OF CURB T.O.F. TOP OF FOUNDATION T.O.P. TOP OF PLATE (PARAPET) T.O.S. TOP OF STEEL T.O.W. TOP OF WALL TYP. TYPICAL U.G. UNDER GROUND U.L UNDERWRITERS LABORATORY U.N.O. UNLESS NOTED OTHERWISE V.I.F. VERIFY IN FIELD W.. WIDE/WIDTH W WITH WD. WOOD W.P. WEATHERPROOF WT. WEIGHT SECTOR ANTENNA CABLE LENGTH RAD CENTER COAX COLOR CODE _e+ RR65-18-OODPL2 0 - 7/8" 2 LENGTHS i RED eDETAIL # OF ANTENNAS; 1 TOP JUMPER: 5' AT 53' RED/WHITE (70') MECH. DOWNTILT: - BOT, JUMPER: 3' 75' NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL. SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ARCHITECT/ENGINEER. ELEC. DOWNIILT: - E -PLANE: - STANDARD UNLESS NOTED OTHERWISE. 16. PENETRATIONS OF ROOF MEMBRANES SHALL BE PATCHED/FLASHED AND MADE 2 RR65-18-ODDPL2 0 - 7/8" 2 LENGTHS THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL AND DETAILS. CONTRACTOR SHALL OBTAIN DETAILING CLARIFICATION FOR SITE-SPECIFIC # OF ANTENNAS: 1 TOP JUMPER: 5' AT 53' STANDARD STRUCTURAL STEEL NOTES: (135') MECH. DOWNTILT: - BOT. JUMPER: 3' 75' 6 AND LARGER ..........................2 IN. BLUE/WHITE WHITE ELEC. DOWNTILT: - E -PLANE: - CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL 3 RR65-18-OODPL2 0 - 7/8" 2 LENGTHS ..........................1-1/2 PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION", 9TH EDITION. 5. # OF ANTENNAS: 1 TOP JUMPER: 5' AT 53' GREEN (220') MECH. DOWNTILT: - BOT. JUMPER: 3' 75' THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S GREENWHITE ELEC. DOWNTILT: - E -PLANE: - AND AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. Gps T.B.D. 1/2" 1 LENGTHS AT MANUFACTURER'S WRITTEN RECOMMENDED PROCE URES. COAXIAL 20' NOTE: 1. CONTRACTOR TO FIELD VERIFY ALL CABLE LENGTHS PRIOR TO ORDERING, FABRICATION, AND/OR INSTALLATION. 2. PROVIDE MECHANICAL DOWNTILT BRACKETS FOR ALL ANTENNAS 3. COAX JUMPER LENGTH = 45'-O- 4 NEW ANTENNA t4, EXISTING ANTENNA ® GROUND ROD _e+ GROUND BUS BAR # MECHANICAL GRND. CONN. i CADWELD eDETAIL GROUND ACCESS WELL Q ELECTRIC BOX Q TELEPHONE BOX 0 LIGHT POLE Q FOUND MONUMENT 41- DATUM ELEVATION POINT/UNE A SET POINT Q REVISION _e+ SWITCH THE BEAWNG OF TRUE NORTH AT THE SITE. THE CONTRACTOR SHALL RELY SOLELY 1IOV DUPLEX RECEPTACLE OGRID REFERENCE eDETAIL REFERENCE V ELEVATION REFERENCE `V SECTION REFERENCE ------- CENTERLINE - - PROPERTY/LEASE LINE �- MATCH LINE WORK POINT G• - G - GROUND CONDUCTOR -- -T- - TELEPHONE CONDUIT - -E- • - ELECTRICAL CONDUIT - -A- • - COAXIAL CABLE - T/E- • - JOINT TRENCH FOR POWER & TELCO CONDUITS - -X- • - CHAIN LINK FENCING GENERAL CONSTRUCTION NOTES: 1. THE FACILITY IS AN UNOCCUPIED DIGITAL TELECOMMUNICATION FACILITY, 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER AND ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 5. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT BEFORE PROCEEDING WITH ANY EXCAVATION, SITE WORK OR CONSTRUCTION. 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 7. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 8. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE. 9. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS. 10. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-AtOBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. 11. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 23 OF THE UBC REGARDING EARTHQUAKE PIPING, LIGHT FIXTURES, CEIUNG GRID, INTERIOR PARTITIONS AND MECHANICAL EQUIPMENT. ALL WORK MUST BE IN ACCORDANCE WITH LOCAL EARTHQUAKE CODES AND REGULATIONS. 12. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 13. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, PAVING, CURBS, VEGETATION, GALVANIZED SURFACES, ETC., AND UPON COMPLETION OF WORK REPAIR ANY DAMAGE THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF METRO PCS. 14. KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE. GENERAL STRUCTURAL NOTES: 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK, AND/OR SHALL CONFORM TO STANDARD PRACTICE IN THE TRADE(S) OR DISCIPLINES RELATED TO THE FABRICATION, MANUFACTURE, AND/OR INSTALLATION THEREOF. 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. 3. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD 'METRO PCS' AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF METRO PCS OR THE ARCHITECT/ENGINEER, 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC, OBSERVATION VISITS TO THE SITE BY THE ARCHTECT/ENGINEER SHALL NOT INCLUDE INSPECTION OF SUCH ITEMS. 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACWNT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORKaV\�C r "' F 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHQWN ON pRS INS. O 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WF*E� SPECIFICAhONS. 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK (I.E., DRY4IAU, PLYWQQ9, CEILING PANELS, ETC.) SHALL BE REPLACED TO MATCH EXISiINGw - �Co 12. THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPEC`Tjq t-\ A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION ,OFA ed 6y REGISTERED PROFESSIONAL ENGINEER. ?Y��\ems B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE \ THE ARCHITECT/ENGINEER, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS SUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PIANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS ANTENNA &CABLE SCHEDULE 141LEGEND 121 GENERAL NOTES ll :?ll` o n� Dep. 'i { -tom•„-� GENERAL CONCRETE NOTES: 15. REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF SURVEY DRAWING (SHEET LSI), SHALL NOT BE USED TO IDENTIFY OR ESTABLISH i ALL CONCRETE WORK SHALL BE IN ACCORDANCE THE ACI 301-89, ACI 318-95 AC WITH ITH T THE BEAWNG OF TRUE NORTH AT THE SITE. THE CONTRACTOR SHALL RELY SOLELY CAST CE AND THE SPECIFICATION FOR PLACE ON THE PLOT OF SURVEY -DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH, AND SHALL NOTIFY THE ARCHITECT/ENGINEER 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 2B PRIOR TO PROCEEDING WITH THE WORK IF ANY DISCREPANCY IS FOUND BETWEEN DAYS UNLESS NOTED OTHERWISE THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE NORTH 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS ORIENTATION AS DEPICTED ON THE CIVIL SURVEY. THE CONTRACTOR SHALL ASSUME NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL. SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ARCHITECT/ENGINEER. WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. 16. PENETRATIONS OF ROOF MEMBRANES SHALL BE PATCHED/FLASHED AND MADE WATERTIGHT USING LIKE MATERIALS IN ACCORDANCE WITH NRCA ROOFING STANDARDS 4, THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL AND DETAILS. CONTRACTOR SHALL OBTAIN DETAILING CLARIFICATION FOR SITE-SPECIFIC UNLESS SHOWN OTHERWISE ON DRAWINGS: CONDITIONS FROM ARCHITECT/ENGINEER, IF NECESSARY, BEFORE PROCEEDING, CONCRETE CAST AGAINST EARTH ..................... 3 IN, STANDARD STRUCTURAL STEEL NOTES: CONCRETE EXPOSED TO EARTH OR WEATHER: 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED 6 AND LARGER ..........................2 IN. ASTM A36 UNLESS NOTED OTHERWISE. 5 AND SMALLER & WWF ..........................1-1/2 IN. 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE A OR A501. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL SLAB AND WALL ..........................3/4 IN. BEAMS AND COLUMNS IN. CONFORM TO RISC AND AWS D1.1. WHERE FILLET WELD SIZES ARE NOT SHOWN, ..........................1-1/2 PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION", 9TH EDITION. 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS (3/4" DIA.) AND SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O. 6, HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S 5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND STEEL GRATING MAY RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE USE 5/8" DIA. GALVANIZED ASTM A307 BOLTS U.N.O. AND AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. 7. USE AND INSTALLATION OF CONCRETE EKPANSION WEDGE ANCHOR, SHALL BE PER ICSO & MANUFACTURER'S WRITTEN RECOMMENDED PROCE URES. ANTENNA &CABLE SCHEDULE 141LEGEND 121 GENERAL NOTES ll :?ll` o n� Dep. 'i { -tom•„-� I (E) (E) TOWER oR ' �M UPPER MONTA VISTA (E) GAT iE��C APN:342-G3-001 (E) BUI ING (2Z0t4d0✓a& Ci \\ 'METROPCS' TELECOM FACILITY: / a) EQUIPMENT CABINETS WITHIN � AN EXISTING TOWER ----------- b) ANTENNAS MOUNTED ON A\` (E) TOWER i1iiYFM N TOWER EXTENSION ` *SEE SHEET A3 FOR EQUIPMENT / I AND ANTENNA LAYOUT PLAN F 42-63 (E) STREET LIGHT (E) ELEC. VAULT :NCE-/ (E) WOOD / NOTE: T UTfLI POLE / / POSSIBLE TELCO OVERIDE. J ` QQQQQQ I(E) SPRINT ; ', / PENDING SBC & 'SPRINT X01 (EASE AREA �\ / �: / / PCS' APPROVAL �'"�, 090 1 / l� �l •• / 1 \ / �` � PROPOSED 'METROPCS' (E) BUILDING / POWER AND TELCO TRENCH % \` ` (E) RAILROAD TRACK (E) BORE UTILITY ® RAILROAD L I � •r c Ito c IM PULLBOX / / hfli al1�D 'MEfROPCS' i i POWER AND TELCO TRENCH 1 BRUSH AREATELCO x48" E /J (E) POWER AND ; PROP VAULTLT,. PROPOSED METROPCS' / TELCO PULL BOXES TELCO LINE P.O.C.; I ! 1200't TO 'METROPCS' LEASE AREA-\ SITE PLAN �---------------------- _. 61R!l1111lEA 'MEEROPCS' 80 kVA STEP-UP TRANSFORMER 120/240-240/480 #ROMMD 'METROPCS' 35' CL5 UTILITY DROP POLE ; LOCATION I STEVENS CREEK BLVD. FOR 'METROPCS' METER/MAIN p \ GoO fi`. ✓' / / / (E) 50kVA TRANSFORMER I (E) POLE, t 'METROPCS' Cv a�� / / / / 120/240-240/480 I POWER LINE P.O.C. e, / / , (E) TRANSFORMER e / (OLE WITH METER MAIN 35- CL5 UTILITY OP LOWER MONTA VISTA A=&iHD 'METROPCS' POWER I APN: 342-12-30 89'38'25"E AND TELCO LINES (AERIAL) I S --- / 460.00'' n / / (E) PULLBOX MAJESTIC OAK WAY NOTE; �F_PROPOSED 'METROPCS' ACCESS FROM TO PROVIDE FOL CABINET IF _L_ '",_ CALIFORNIA OAK WAY NEEDED, PER GPR STUDY SEE MATCHUNE 'A' 38'-2't (E) PG&E LATICE iWAMW LOCATION 2 FOR 'METROPCS' COAX D 1 CABLE PVC SLEEVE, 6"0, 10' AGL �r o��P�N � ------------------ I I I I I I I I I I j PROPOSED 'MTETROPCS' j LEASE AREA I I I I I I �- - - - - - - - - - - - - - -11 OVA, SECTOR 'i_ NTENN (70 AZIMUTH) O �a15 a cl _A� 7Oe� FOR 'METCABLE PV 10' AGL ---------------------------------------------- CL `t R a mmm41, / I � I / I / I I � I / I / I / —�*—� iii►'METROPCS' 35' CL5 UTILITY DROP POLE; SEE Al SHEET FOR LOCATION I I I I I I I I I ----------- II / � I O-3' i EQ. �� 14'-0" �� EQ. PROPOSED 'METROPCS' LEASE AREA ' � I I I NOTE:- TO OTETO PROVIDE FOL CABINET IF I/ NEEDED, PER GPR STUDY L. ----------------^-------_.-------.-.----._.._.----------------"------------- --L ANTENNA LAYOUT PLAN ��' � off. 2_ EQUIPMENT LAYOUT PLAN $°^`� ® � 9 3!8"=tb" 0 T Y 3 KEYNOTES: VI(como e, /vim O'PROPBW 'METROPCS' PRIMARY MODCEU. CABINET V4.0 O SPIE 6G 'METROPCS' GROWTH 2 MCDCELL CABINET V4.0 D2 O oPN6 *M 'METROPCS' POWER CABINET — 0 RONOW TRENCH FOR COAXIAL CABLES D1 5O TARp MS 'METROPOS' HVP TELCO CABINET 3 OWaW 'METROPCS' POWER PROTECTION CABINET D1 ODTisiTi M 'METROPOS' POWER AND 'TELCO CONI=; SEE Al SHEET FOR ROUTING AND P.O.C. D t KEYNOTES s� ROOM 'METROPCS' GPS ANTENNA, MOUNTED ON (P) 'METROPCS' Dt EQUIPMENT PROM 'METROPCS' ANTENNA 'SECTOR T' (70' AZIMUTH) 1 PER SECTOR, MOUNTED ON PG&E TOWER EXTENSION, AND PAINTED TO MATCH (E) TOWER AND (P) DQENSION to RROPOi® 'METROPCS' ANTENNA 'SECTOR 2' (135 AZIMUTH) 7 1 PER SECTOR, MOUNTED ON PG&E TOWER EXTENSION, AND O1 PAINTED TO MATCH (E) TOWER AND (P) EXTENSION Q POWO 'METROPCS' M aNA 'SECTOR 3' (22(' AihMUTH) 1 PER SECTOR. MOUNTED ON PG&E TOWER EXTENSION, AND PAINTED TO MATCH (E) TOWER AND (P) EXTENSION 110410 'METROPCS' 6' THK. CONCRETE SLAB 9 © siN mw P1000 UTILITY MOUNTING FRAME 0 NOP99E'B REDWOOD FENCE e D2 © NR� REDWOOD ACCESS GATE D2 t�44011M P10OD COAX MOUNTING FRAME BA6Fi M 'METROPCS' COAX CONDUIT/ 7"N WITH SPRAY -ON CAULKING . D1 ®K WAIM 'METROPCS' 50 kVA STEP-DOWN/TSOIATION TRANSFORMER �e pRrR M PCS' DISCONNECT CUIT BREAKER qV ® THROUGH * , NOT USED (E) 'PG&E' LATTICE TOWER (E) TOWER CAISSON (TYPICAL) V\cl�- rIs TOP OF (E) TOWER � TOP OF E TOWER ,7'.� +`1 Vl (E) 'PG&E' TOWER (E) 'PG&E' TOWER BOTTOM OF (E) CONDUCTORS BOTTOM OF (E) CONDUCTORS 'METROPCS' ILFSERM 'METROPCS' PROPeo .. 'METROPIS' ANTENNA 'SECTOR 1' (70' f'l� 'METROPCS' ANTENNA PROP9Bl!El ANTENNA 'SECTOR 2' (135' AZIMUTH) 1 PER ANTENNA N 'SECTOR 1' (AT AZIMUTH) 1 PER AZIMUTH), i PER SECTOR, MOUNTED ON PG&E TOWER. AND PANTED TO MATCH (E) TOWER. 'SECTOR 3' (220' AZIMUTH) 1 PER > SECTOR, MOUNTED ON PG&E TOWER, SECTOR, MOUNTED ON PGK TONER, AND PAINTED TO MATCH (E) TOWER. SECTOR, MOUNTED ON POK TOWER, AND PAINTED TO MATCH (E) TOWER AND. AND PANTED TO MATCH (E) TOWER. METROpCSRAD CENTER --- '' _—_--- ' __ P�O�iD METROpCS' RAO CENTER � r im (Z�eUir� ox u� AfiVOM COAX CABLES, MOUNTED RR9PM COAX CABLES, MOUNTED ON (E) 'PG&E' TOWER LEG ON (E) 'PG&E." TOWER LEO � "ol PRO"= 'METROPCS' GPS 4ROPM METROPCS' CPS MOUNTED ON (P) c Lo PCSMOUNTED (P) ENT MER20PCS EQUIPMENT -METROPCS- U) TRANSFORMER ISOLATION T.O. CONDUIT T.O. CONDUIT T,O. FENCE o o T.O. FENCE I (E) GRADE ro c I c (E) GRADE FeM 'METROPCS' D FENCE ENCLOSURE F19M 'METROPCS' GROWTH A1R011NEIT1 'METROPCS' POWER CABINET aR9P99�i:? 'METROPCS' PRIMARY Pa POWER CA INETROPCS' POWER CABINET �91161!;w RR9P�9SE'.� 'MEIROPCS' PRIMARY AiOW FEN E E ENCLOSURE S' WOOD FENCE ENCLASURE NMrIMs9D .M , GROWTH CELL CABINET V4.0 MODCELL CABINET V4.0 MODCELL CABINET V4.0 MODCELL CABINET V4.0 NORTH ELEVATION ISCALE: 2 SOUTH ELEVATION SCALE -1 3132" = 9' 0' 3 8 TOP OF (E) TOWER TOP OF (E) TOWER \ BOTTOM OF (E) CONDUCTORS BOTTOM OF (E) CONDUCTORS (E) 'PG&E' TOWER (E) 'PG&E' TOWER 'METROPCS' PROPM 'METROPCS' ANTENNA P494M ANTENNA PROPM *METROPCS' ANTENNA 'SECTOR 2' (135 AZIMUTH) 1 PER 'SECTOR 2 (135 AZIMUTH)) I PER REl 'METROPCS' ANTENNA 'SECTOR 3' (220' AZIMU". 1 PER SECTOR, MOUNTED ON PG&E TOWER, SECTOR, MDUNTED ON PGb£ TOWER, 'SECTOR 1' (70' AZIMUTH), 1 PER AND PAINTED TO MATCH (E) TOWER AND. SECTOR, MOUNTED ON PO&E TOWER, SECTOR, MOUNTED ON PG&E TOWER, AND PAINTED TO MATCH (E) TOWER. AND PAINTED TO MATCH (k') TOWER. AND PAINTED TO MATCH (E) TOWER. SAGRUMNETROPCS! RAD CENTER 'METROPCS' RAE) CENTER R1PIIIIIIIIIIIIIIIII � pao 'Pcd WQi PRBPB6@B COAX CABLES, MOUNTED ON (E) 'PG&E' TOM LEG TOCOAX ON (� LEG Liajfli�. RMKMM 'METROPCS' GPS P9 QM 'METROPCS' ANTENNA, MOIR[TED ON (P) TRANSFORMER ISOLATION 'METROPCS' EQUIPMENT o Ln 'METROPCS' GPS MOUNTED ON (P) 'METROPCS' EQUIPMENT EANTENNA, T.O. CONDUIT T.O. CONDUIT T.O. FENCE 0 0 T.O. FENCE c GRADE (E) GRADE �E {c. ( 0b "OV E+UP"I r'METROPCS 'METROPCS' METROPCS' gKMPM 'METROPCS' WOOD FENCE ENCLOSURE WOOD FENCE ENCLOSURE IPMFNT CABPIETS EQUIPMENT CABINETS (� 44't� iiQ� PRDPBB® 'MEIROPCS' TRANSFORMER ISOLATION EAST ELEVATION 2 WEST ELEVATION aae ® 1 SCS;, a® 3132" =1' 0' 3 8 i. THE ARCHITECT/ENGINEER AND REPRESENTATIVES OF THE LESSEE AND OWNER, MUT BE NOTIFIED AT LEAST TWO FULL DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION, 2. DO NOT EXCAVATE OR DISTURB SOILS BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS SPECIFICALLY INSTRUCTED, IN WRITING, BY THE ARCHITECT/ENGINEER AND LESSEE. 3. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWINGS. 4, ANY DRAIN AND/OR FIELD TILE ENCOUNTERED DURING CONSTRUCTION SHALL BE Gansamt Lumnt aNsshaspa tiit4rt pmps)ak 15'CayTF RETURNED TO ITS ORIGINAL CONDITION PRIOR TO COMPLETION OF WORK. SIZE, LOCATION RATptau �stt+a�sy�48���p1 AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY �'r&:iiitrtt lf1'�Q!'1'I'!�I(TtC� 1u xtw lwrs Inas +ca (al saa zan aua m taa +".I"" SIP 1,r1 ..,t}I4 Yi t1C(, '�'"'•"'r"f'd"�3""'"' M9 9Y ""16$ 1..""""'�i" 5 ,:..53.:1M � ......lF� NOTED AND PLACED ON AS -CONSTRUCTED DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. .....,..... ,,. Tan 19fi'i...,15S.T:,. LS)6 _ S3 3he:L�%'smlraMiUaeM u+lAa».alrtpar»,"xltwomWagy Lmnnnlnaa:Mipml,lr: e,�n"_-xeip 1t}r.r aaea "Weo1:x ;^ki nr Jul"'°"'iib""";roa sno a a""'""'as",,,,_at 5. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS, AND THEIR DIMENSIONS SHOWN ON PLANS Yar¢@Pt YAlve P8pW8tM11ad[rtlrtlHlYkt1•rlaueisa�fa�lxaliPom rnngwrA alnt .. .:..,. ..,- .. ,.,.... .,.., W... ".,„.. -.. HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER, LESSEE, AND ARCHITECT / +sK. mncam�u nmrc Mete is wia arwntte tnclr�n at Into ulausue. catstun vawr nlarTlarert tsar celq as xi r lir r OWNER ASSUME NO RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY NaJbFw[Ss, anGitfuera YorrnBWta rases t:5a1.YLS at CpYK.,ws4kgrrattlutrvms r �j}yrJs M7"jt• �s�fj_rat 10 ..sal zat4 asns n 1W 063 wia 'IA xew ars ar.a ax rot OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF IxrmsawAtnas,isroNx owe epacraeaas,sa.»eirwtdalMuunmtn tvl n saucynetrtn=ywerpnhnlor xMotlawa.: raetPw,. a bra Yrs iab4 rtas nxb 13sn sir <or YeY aka es br sre "A q " e!s £ { 'xra illy 147 nx szr xax raa "i...... r nr ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR ISI""" :LiYAI "'Fad " _+Idr' "acts 1id'4"'"lk.y"'$ir'"... '"i2.t'"""aFs""tk0" !iL! -"rd'f" SHALL ALSO QUINN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO 78eS8d` hrrdl tem WA raI$e kNm taAaq. 900aato lA4 loItAW lu=iJb9 i.w ze7.5 ;tta.x as .n":and„w 1r•�a" xxt•.•"'via" i1n na,r nra" WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. iAL'Urrwtly eMataly amiga U'aar Yiaeea•+r. SatiJlkr Neat lltarelYyaO[NL4hit u9lnn FRONT TERMINAL. w. ,..,.EDM,-•".......:_..... ...... t:Tr ,r4i` .nr A) J.5•f"S' 944.E la{.Y A! JY.j "A'p."»•"�"`"y 'w"�j'1"�g ""L�5 strvl flaklunynimro Nw*isa!Yunrdw a'd1 fAAy tR In rPHiisrE/ato W. CII Summary cwme+a am me Sta#rar" Rads lnnyos) Wt zo•C'nlf S. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY wrou'rw comlgnrat«n.ewrcum'uxsasvaaaaasmv:swurt�d�ure: _ = MP s � i �� > d oc�`-1 l ^ " •mn PRIOR TO TART OF CONSTRUCTION, ANY DISCREPANCIES OR DOUBTS AS TO THE tMaltcLa{waggsfmu lnrrwnan xle WWGYaj;tAS groMNIaYm11Mp1ai xtLiax Lt wawa 1s1a 118"`i1,r a ran m1. 0 !ia stA x ax I.t3)''-•,.. JUi11__: Wr'.3 �"t:F "'""iIT.�'l-11*'�'•'--0 1-Af.,s.•••'"f{,(.•`. .•__.PFA.,. .ITS �1i9 .,"� 6,�..... INTERPRETATION OF PLANS SHOULD DE IMMEDIATELY REPORTED 70 THE nmxanue�PrtnleetfwltanawaaaYmarsp�rA;aauaaavBtAt amsv %# •„riad„uTwti""Fnso"`iTrto-dtiS'""d3""'Ba:f"""a i1:aaa `i13' bk »Yi»" .............._........._,_......_..."....,-»_......„.._...,._....,....._.........,...,.,.,,.._.,._.,,..-._._.w_...,-.._....-......__,:-..,-....,.-. ARCHITECT NGINEER FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFO tnwannn tuxYtawarexeasedzl w:LemeantaxermAlcranha n P.vw tcra ayo ,awo aura: wa asr xur aoe res ua P a; AY44.6taa:a idT.q""}p;"'"'"a`a•i '"'.1:4f"`""'is. Ysi 'i&R"""'9i.i "bR""�•'"'� ^ MED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH INSiRU01ION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE, CONTRACTOR SHALL CALL LOCAL p�rcq�F asst*GJt6"Fy�s�--yt-"rrM-•"'"."T"•"••`Gµ.MA""µ`,:y�p��y��"-6C�vf-�- DiGGER HUT LME FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCTION. �Nw •tbdl8o'+JGhJ MMM InFal wsaMlrfN! SlNttihiriie' wm;t »vaatrAnssraraasen,axPst �cyamyysn�ncs+�u,'e•etaallatts q..;91r:•�-�_. .. .�. 'K �3C'R�S<.�uFiLC."�i�iNfm83tEkY<��i(R1eRs 9.tS na6a LAVA • roswrou.Yroro-•nw vac rxi,rmx , 1„vaYhi gmtt141r•a�tfMNonu rR4:9!tl bac' s1 <T m' s1 y1.D a!a _ rtan san n.a sax sva 1',OT»_�.4i6L ._.•231.0 __ti$A `-'+ONb'-y0 _._.A!JA' ' H2.`..•`.fitA ]I17-'_'tk5•�• Y}•"f'•�� f4S ._1t,b __ 7, ALL NEW AND EXISTING UTI(.ITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED rwr2a+mwsPsu:a>fcrotln tnewraltrtuAisuenisgna •1Y:uatueianrofarnlnarnreaat 4J.1.,,°,,..�•�....5.�3.,.:.s�.a..,.,.�4_�7�..,..,,a�"._..."..,....�,1.T.,.....�,_,.,,,�„„ BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO PENAL '{raasrW:puset •N/r4,1Pretr! ,Msrw<N:eknuan+etatwP.a.ua,.u>4 .<ensrnlr.wlacuaPmrrama .:........_.._._.. «...._.._......__... .._ . ._...,.. _ i',a--'tN4c,.i�srio' a�,n aaaa.'men hart •�,.r_..__.._.,-sae'"768,_'•§"an""_tida"_ INSPECTION OF WORK. •Amldas,-:Wercroslsepuna'•rm mJnMyavrn,xetrquca ut.mattnk ''�.r>;a!mlwMntkluusnry •s ualuix rcmrlullonµc:zlrr@ast •xu,Aq!a»sa 1.x9 8. THE BUILDING DEPARTMENT ISSUING THE BUILDING PERMIT SHALL BE NOTIFIED AT LEAST •ax m.Pmu•-nux:u3s1wlAtt raaa.an,:arJeuamaed�et4 rm.�.cit. .!=JwewtuoeuatiM, iLRIkeyYtM113mHt .-" ' '"•""TWO 1Puc11iealfat>c WORKING DAYS PRIOR TO THE COMMENCEMENT OF WORK OR AS STIPULATED BY Rwmarim3rNiral.•H e,W au,vnamaxw:NMe. .•ikAfirA+^'nY:ttrWMW/:$K �"Xa ,BIU»>.YkeIW rUWt<a;apM �. �#„ �, ,,, �,��.�[y__ � •- a �'�1 ,..1'e' � 6"• 0 THE CODE ENFORCEMENT OFFICIAL HAVING JURISDICTION. .lW.X,t*410w.O"W ration • Ya:'rnldj •akeV!9 Pow--walYOkt •itm lrr,rAiss lawararronamin ;antn+r nv:M,ava+r:,saM;r a1Nlmt�larxa+t KYnuvaaBra�a g, GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS, +:ne�Nd^IWitRnK91*CCb7rk.711roA ^&aaeylnunfn • am:xsriM:itPe "ssw. _ +xwuxn+w lxl=aea,trm:'Hax. ap '._ ... _ ...,.�,,... „- ". '� " I r 10. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC„ SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT ^ bnneq Ik T1i!t]P1yArIP rtitrr j( iH - Y INW14Lr1k,fpNatMr tia[gMW,INI Abu If: 11qq1 pp6eMVSISspp;W�•[ OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. 11. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 1009 OF _ - urrp""W >Y y u x"aa nWes u 7.t ed aa' ex M r« +, ss ni, YMiw<a4rK MAXIMUM STANDARD PROCTOR DRY DENSITY. 12. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED Otto BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 959 OF STANDARD - _ ArlpeBwtM rae:HmemP uewwLr�, u$,PJP, ir:f{Gb1FY INa]tlMt'i=Y. .'I+Nuser^'1',fifl ' rnar:uumlrrrr sratz wnw eEne as nr+an iM(grral{.1M11: ,kmetaa}1,a'aP PROCTOR DENSITY. ar+xmm wlr,m ,iN•a})antlAly :.d.y,jw,t ,M>rrmr.nalmru>P, ,..exaxa:a .«.sau„rr�. ,+yYn- 13. ALL FILL SHALL BE PLACED IN UNIFORM UF15, EACH LIFT'S THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE, �L ri�Z EN �� i� EXISTING SLOPES THAT ARE STEEPER i 10 HORIZONTAL j¢, ANY FILLS PLACED EXITTII TO 1 VERTICAL SHALLLL BE PROPERLY BENCHED INTO THE EXISTING NG SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER. w 15. THE GRADES WITHIN FENCED AREAS ARE TO BE ACHIEVED BY COMPACTING CLEAN FILL TO A DENSITY OF 90% OF STANDARD PROCTOR CLOTH (18" MIN OVERLAP AT ALL SEAMS) FOR WEED COVERING PIPRE SONRTH NRACHHIIEVING FI NI BATTERY SPECIFICATIONS SCALEt 2 N.T.S. GRADE BY ADDING 8'I OF 3/4" CRUSHED STONE, NO FINES. 1fi ENTIRE SiTE AFTER CONSTRUCTION SUCH T NO PAPERS TRASH, WEEDS BRUSH OR Y 0 DEPOSITS WILL REMAIN, ALL MATERIALS COLLECTED ING ERATIO E OPERATIONS SHALL 8 DISPOSED OF DFf-SPIE BY THE �[``_ e��• 1EAD AND ACID DATA P R f C A> 7iGYE $t C4NlFt{�4?1C a « 1 ........,::,:.------,�.:w":.,.. - -.; RLEANING GENERAL CONTRACTOR, 17. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WiTH THE IMPROVEMENTS _ i r> 4i JC i0.G%7 13; jiiAAlWKER s _ r - . ,. SHALL BE TRIMMED AS REQUIRED AND PROTECTED IN PLACE BY THE GENERAL CONTRACTOR --•--------.__>..___-.__..---i_.-_._...-....,.,.._....�.__--.----_V_-- -__ '._.---___i_______.__„ __.� t J \a���O G�(j ElTPE: TarIGAIARY LEAK ACID SATTERY i'I;w 920AH} ! = 18, CALIFORNIARNEWAY CON51RUC110N, GRADING AND DRAINAGE WORK SHALL CONFORM TO DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATION FOR ROAD AND _ l BRIDGE CONSTRUCTION", LATEST EDITIONS, AND ALL APPLICABLE PROVISIONS OF LOCAL COUNTY ORDINANCES, PER UNIT# OP TOTAL, Q�� TYPE L M:E VI! HT 8ATTMRIES vDLTfME IYVI ft3HIT LITER GflLLON Kis L89 � +� 0 CJO LITER GALLON KG�NIA P G O I 19 IT SHALL BE THE RES ONSIBILDI' OF THE GENERAL CONTRACTOR TO OBTAIN, READ, AND FOLLOW THE GED -TECHNICAL REPORT FOR EACH PROJECT SITE. ALL PROVISIONS ETEC O YTE 4.88 1.29 Rg255 18 78,08 2 .. 3 0 22000 rr r� �i� �i Y �/ W[THIN SAID REPORT SHALL BE ACCOMMODATED BY THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS- CONTINUOUS ONSITE SUPERVISION BY THE ACID ,54 0.43 2,.29 8 1$ M24 6.93 38fix4 8051 g� � dO L Jkd N/A NAA 16 NFA. v Ft1A NIA ? i i d GEO-TECHNICAL SOLS ENGINEER SHALL BE ARRANGED FOR BY THE CONTRACTOR ^NEA. r� F - ,_L ✓ypg { O PRIOR TO THE TART OF ANY EXCAVATION AND/OR GRADING OPERAitONS, IT SHALL BE THE RESPONSiBIUTY OF THE CONTRACTOR TO NOTIFY THE CEO-TECHNICAL/SOILS P1 FREE EkEC FRpL1YY! i N15f0}(� ACiFJ IS 79i Att�4T3NT pF Fl1i[p Tf(AT IS �4t�i AUS0RBARD IN THE LSLA�� MAi�u B)r(W�EM �� � ,r � A. TT{E L&AO PLATES. ITTIS IS TFli R1Nfilf{t1 t} 1 EC1iti)Ll IE fiRACti?THAT MAY SWILL IN EIiE EvEtJ3flF W PFINCIL112E OF-THSa1�i - ENGINEER PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE SUPERVISING GEO-TECHNICAL ENGINEER PRIOR TO BATTERY EACH BATTERY �Rbr $I�{ IFfi9ltAlEaUA� CCTLS AI Ftj THE BATTERY tS'EtVCkSBD IN BOTH A BATTERY JAA AT O A � �� �Q. PROCEEDING WITH PLACEMENT OF ANY FORMS AND/OR MATERKS, ,....."_ . _.__._. ..__.._.-.. _...T..«..,.....__,µ.... _ _ •� _-•, 20 IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR _ ..............._,......._,,..,....._,..,..._E_................__..._...._!.__._.._............:..__._. ,..,,.,..... 3........_ .._.._..... .... ..........i._._.._._..._„_.a_....,,,,...... , b_.,........._._.....:.__...:...._..._...._._, ..._._ � � TO PROVIDE AND INSTALL ALL REQUIRED SIGNS FOR THIS PROJECT THE CONTRACTOR SHALL OBTAIN _i, 49 Med l MR CFG AR� ICLE 64, 9E£T 6441, THIS BATTERY SYSTEM AS RETAILF D IN THE ABOVE t HART HAS L14010 ___,......._- WRITTEN INSTRUCTIONS FROM THE CONSTRUCTION MANAGER AS TO THE EXACT ,CAPACI`FTESi11653ANT1ALClY BELOW THE _TtERESF3CYl p Ot ZO i3Al%pPJS F'EFC BA f E�ft1 iLTak) �q CTAE I f)A3.Tt]iAL SYPui"I k(. 'I ; MATERIAL, SIZE, WORDING, AND LOCATION FOR ALL SIGNS. THET{):r�C}1�$ TFIE FURT3 TER SECTIONS,¢F ARTdCLE O4 ANC7 OF Ai7iCLE 80 DO NOF APPLY TO 71115 SYS TEivj."___.,. . _- ._ ____ _, _. "•,__ -_ '.. ; -..- ....._..., SIGNS THAT MAY BE REQUIRED INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: �..-^^.......,.,-, .,z..: , a. 7x24 ACCESS AGN. c._.....,,.,.,.......,.._,...,..»,,..T,,:.,...r.:.,.::_..,...,,,...J.........:.....•.,.:,.,.,,..«.•......,.,«,.....,..,...r:.,",,.,.,,....««..,...,-`.:..„::,.::.:.:_:..._..,""....,,..s..:,..,......,...`.»...._...,....,,.n>:.-..,.:.,..::.....,...i,...".i b. SITE ENTRY SIGN. c. ANTENNA STRUCTURE COMPLIANCE SIGN, d. NEPA RF EXPOSURE SIGN(S). e. ANY ADDITIONAL SIGNS AS REQUIRED BY 'METRO PCS' AND/OR GOVERNMENTAL AGENCIES. BATTERY TABLE S -M 3 SITE DEVELOPMENT NOTES N.7.5. N.7.5. (E) BUILDING 12" TREE GATE ''v^ SEE o LEASE AR GATE `T 1 DETAIL \ N A. P.ri . 34-2163-001 N 0 CP 1 MAP S GRAPHIC SCALE V= 200' 1 I0 200 400 600 I OA pJ W EAST PERPENDICULAR TO THE LAST MENTIONED BEARING OF SAID \OVE::rTE WESTERLY LINE 327.58 FEET TO THE POINT OF BEGINNING; THENCE FROM SAID POINT OF BEGINNING NORTH 19'54'15" WEST 10.00 FEET: 17 �' s " BOL LARp, THENCE NORTH 70'05'45' EAST 14.00 FEET• THENCE SOUTH 19'54'15" I � �. (TYPICAL 3) CONTAINING 140 SQUARE FEET MORE OR LESS. I PROJECT AREA LECUAL DESCRIPTION ,. ELECTRIC Box ^� 00N P \ SEE CP 3 SITE MAP D= P.G.&E. 00. MONTA VISTA SUBSTATION (.3139 OR 217) (6024 OR 39) 5 IN THE STATE OF CALIFORNIA, COUNTY OF SANTA CLARA, CIN OF CUPERTINO, BEING THE LANDS GRANTED TO THE PACIFIC GAS AND ELECTRIC COMPANY PER 111AT CERTAIN GRANT DEED RECORDED DECEMBERTA 1. 1976 INY RECOOK ORD44 S. OF OFFICIAL RECORDS, PAGE 561, - I CP 9'0Yw-� PROPERTY LEGAL DESCRIPTION COMMENCING AT THE SOUTHWESTERLY CORNER OF THE ABOVE RE NOT SHOWN ON THIS PLAN. DESCRIPTION OF EASEMENT(S) 4.51 'W MENTIONED LANDS- THENCE NORTH 39'01'00" EAST 438.22 FEET AND NORTH 09'40'30" WEST 288.97 FEET ALONG THE WESTERLY PROPERTY I LINE OF THE ABOVE MENTIONED LANDS; THENCE NORM 80'19'30" pJ W EAST PERPENDICULAR TO THE LAST MENTIONED BEARING OF SAID I I WESTERLY LINE 327.58 FEET TO THE POINT OF BEGINNING; THENCE FROM SAID POINT OF BEGINNING NORTH 19'54'15" WEST 10.00 FEET: 17 �' s " BOL LARp, THENCE NORTH 70'05'45' EAST 14.00 FEET• THENCE SOUTH 19'54'15" i / EAST 10.00 FEET; THENCE SOUTH 70'05'45+ WEST 14,00 FEET TO THE POINT OF BEGINNING, �. (TYPICAL 3) CONTAINING 140 SQUARE FEET MORE OR LESS. I PROJECT AREA LECUAL DESCRIPTION ,. ELECTRIC Box , NNTRACT 0. 8551 TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS FROM THE {449 PM 25) LEASE AREA TO THE PUBLIC ROAD. LOCATION TO BE DETERMINED AT -_�--_--I A LATER DATE. I TOGETHER WITH U71LITY AND POWER EASEMENTS NECESSARY TO SERVE CALIFORNIA THE LEASE AREA. LOCATION TO BE DETERMINED AT A LATER DATE. ARE IN TERMS OF THE NORTH AMERICAN DATUM OF 1983 (NAD -63 AND ARE EXPRESSED AS DEGREES, MINUTE AND SECONDS (TO TH� TENTH(�NHUNDREDTH OF A SECDNDI NOTE: THE LOCATION OF EXISTING UTILITY FACILITIES HAS NOT BEEN RESEARCHED, THE CONTRACTOR SHALL CONTACT THE RESPECTIVE VTIUTY LANDS OF I COMPANIES TO OBTAIN INFORMATION REGARDING EXACT DEPTH OF BURIAL AND HDRIZONTAL LOCATION OF UTILITY LINES PRIOR TO CONSTRUCTION. P.G.&E. THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR THE DELINEATION OF (449 PM 25) SUCH UNDERGROUND UTILITIES, NOR FOR THE EXISTENCE OF BURIED OBJECTS WHICH A - I CP 9'0Yw-� RE NOT SHOWN ON THIS PLAN. DESCRIPTION OF EASEMENT(S) 4.51 'W SEE I DATE: 04/21/05 pJ W BORE PIT DETAIL I I RE' SF OS150DPPER MONTH VISTA SUBSTATION 17 �' s " BOL LARp, (SHEET LS 2) A.G.&E, UPPER MONTH VISTA SUBSTATION �. (TYPICAL 3) I CALIFORNIA OAK WAY, CUPERTINO. CA 95014 ,. ELECTRIC Box , /ELECTRIC VAULT pp EL=417.0' AMSL I CERTIFY THAT THE LATITUDE OF 37'19'27,54" AND THE LONGITUDE OF 122'04'36.31' ARE ACCURATE TO WITHIN 115 FEET HORIZONTALLY; �' METER BOX HT -T=30.1' AGL I AND THE GROUND ELEVATION OF 455.4 FEET AMSL IS AgCURATE TO "THIN t3 FEET VERTICALLY. THE HORIZONTAL DAVM (COORDINATES) CALIFORNIA -----�_�_/, ----------• ARE IN TERMS OF THE NORTH AMERICAN DATUM OF 1983 (NAD -63 AND ARE EXPRESSED AS DEGREES, MINUTE AND SECONDS (TO TH� TENTH(�NHUNDREDTH OF A SECDNDI OAK WAY (NEAREST THE VERTICAL DATUM TUM )(NGVD AND ARE DETERMINED OFE 1929 29 TOETHE�NEAVREEST FOOT LATITUDE & LONGITUDE ® CP 2 TOP OF WER 0 CP ......ESI FIELD CONTROL POINT / \ E607.7 {j L= AMSL HT=152.3' AGL EDGE OF PAVEMENT TOP OF INSULATOR MANHOLE A.P.N. 3 426 3--00'1 E=592.4 AMSL -E -E / HTP137.0' AGL TOWER ANGLE FIRE HYDRANT OVERHEAD. ELECTRIC LINE BOTTOM OF INSULATOR EL=597.2'�AMSL P 0.=584.8' AMSL HT -141.4 AGL .,` -X X X - AOL TOWER ARM LIGHT POLE FENCE LINE \ `Fl \ 4Dp TOP 5 INSULATOR EL=591.7' AMSL 5'�0 H 1�0' AG SL HT=136.3' AGL O MONUMENT-^-�r_�---__------` BOTTOM OF INSULATOR PROPERTY LINE E=589.8�1AMSL 0.57 ARM 4 HT -114.1V AGL �^� PP -POWER POLE EXISTING TOWER qq $ 0, HT=121.2' AGL { • .( TREE . JP -JOINT POLE (SEE I)FTAIL) < +, TOP 56 .3' AN OR ���D TP -TELEPHONE POLE EL=582.3' AMSL HT=106.9' AGL TOWQi ARM EL=561.8' AMSL LEGEND J° BOTTOM OF INSULATOR HT=108.2' AGL 0.=555.0 AMSL ���ERTIN4 g. HT=89.8' AOL TOWER ANGLE SITE NAME SF -P.0. 5013 MONTH VISTA SUBSTATION Z W "400 E=558.2' AMSL HT=102.6' AGL SITE NUMBER: SF -03150D 957005 A5 SITE ADDRESS: RAW UPPER YONTA VISTA SUBSTAIOII OePa ent �+ CMIF91d8A OAK WAY, OIPER11% CA 95314 3uilding N8099'3OE 827.56 (TIE) PROPOSED OWNER'S NAME: OWNER'S NAME (NOT PROVIDED P.D.B. 10'X14' METRO PCS OWNER'S ADDRESS: OWNERS ADORES$ (NOT PROMDEb) PARCEL A L(PARCEL A) l5 v0 ®� ASSESSOR'S NETAREA OF UNDERLYING E 3 001 PARCEL(S): 21 AC* {�1 ` COMPLIANCE NET AREA OF PROJECT AREA: 140 SO. FT. t �` /��`^IEu UR �vv� GROUND ELEVATION AT GPS POINT: 455.4' AMSL V 11 �7 L 0 STRUCTURE HEMT: 152.3' ACL R PROJECT BENCH: CUT X IN FOOTING, Reviewed BY LEASE AREA DETAIL Q SCALE: 3 EL -456.0 AMSL f"=5 BASIS OF ELEVATIONS: NGV) 29 DATUM BASIS OF BEARINGS: 46 PM 52 T%% I ~�� �GATE OF HEAVEN FLOOD PANEL: 060337 0205 D CEME1ERY �P g N6 EL-4554�AMSL ZONE: D, AN AREA OF UNDETERMINED �\\\\ �; `qt' BUT POSSIBLE, FLOOD HAZARDS. GRAPHIC SCALE t"- to' SANTA CLARA` QrGP DATE: AUGUST 2, 1962 COUNTY SALIN AVE. SCALE: NOTES: TOWER DETAIL 1. LATITUDE, LONGITUDE AND GROUND ELEVATION TAKEN AT INDICATED 0 10 20 30` GU9{ N.T.S. GPS POINT, CONTOUR INTERVAL - V �" , MAJESTIC OEEAK WY, m CP 1 N. 5000,0000 E. 5000.0000 EL -455. ' 2. CONTOURS ARE AT ONE (1) FOOT INTERVALS. OAK ' CP 2 N. 4962.6429 E. 4882.9378 E=454.4' SEMS CAOFORNIA3. DATE OF SURVEY: 09/13/04 EEK BLVD. OAK WY. CP 3 N. 4828.9344 E. 5188.5349 EL=447.7' 4, ALL BOUNDARY DATA SHOWN HEREON IS FROM RECORD INFORMATION. PROJECT CP 5 N. 5007.8338 E. 5437.5166 0.=434.6' S. THIS MAP WAS PREPARED FOR ML-Ii0 PCS FOR THE PURPOSE OF LOCATION CUPERTINO CP 7 N. 4822.4123 E. 5667.2925 E=402.2' FILING A PERMIT WITH THE CITY OF CUPERTINO SITE MAP scALE: SOALE: 2 VICINITY MAP N.rs. ESI CONTROL POINT INFORMATION SITE DATA -AC 1 -A'j-