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HomeMy WebLinkAbout041-190-044GENERAL NOTES 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AND THIS SET OF PLANS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR, AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED HEREIN. 2. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE (E) PROJECT, WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRM THAT THE PROJECT MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ERRORS, OMISSIONS, OR DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. 3. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/ CONTRACT DOCUMENTS, 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. 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. 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/ VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE, 6. ALL WORK PERFORMED ON PROJECT 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, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK, 7. GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDUMS OR CLARIFICATIONS FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 8. THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE/ FACILITY ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 9, DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS OR SITUATIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE SCOPE OF WORK. 10. SEAL PENETRATIONS THROUGH FIRE—RATED AREAS WITH U.L. LISTED OR FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR •• PROJECT SITE, 11. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2—A OR 2—A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. 12. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISITING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION, UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY, 13. CONTRACTOR SHALL SEE TO IT THAT GENERAL WORK AREA IS KEPT CLEAN ANID HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 14. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMMISIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENS3IVE WORK, UNLESS DIRECTED OTHERWISE. VICINITY MAP OROVILLE, CA \\\00 ED LEGEND A ANTENNA CABLE (ABOVE GROUND) T TELEPHONE SERVICE (ABOVE GROUND) " E POWER SERVICE (ABOVE GROUND) G GROUND RING (ABOVE GROUND) — — — A — — — — ANTENNA CABLE (BURIED) — — — — T — — — — TELEPHONE SERVICE (BURIED) — — — — E — — — POWER SERVICE (BURIED) — — — — G — — — GROUND RING (BURIED) CONTACTS R.F. ENGINEERING: T -MOBILE WEST LLC 1755' CREEKSIDE OAKS DRIVE SUITE 190 SACRAMENTO, CALIFORNIA 95833 CONSTRUCTION MANAGER: BUDD WUELFING 1755 CREEKSIDE OAKS BLVD, SUITE 190 SACRAMENTO, CA 95833 (530) 863-7342 DESIGN CRITERIA OCCUPANCY CATEGORY: II 0oENSH^ W 2 HIGHIN AY I 14 Q�� < PROJECT to AREA to0 INTERNAL PRESSURE COEFFICIENT: N/A RAIN LOAD: 0 3 C FLOOD LOAD: 0 TAP MAPPED SPECTRAL RESPONSE COEFFICIEN %:=1.0 do S, =1.0 SNOW LOAD± 0 Pf - N.A. SITE CLASS: D Ce - N.A. I = 1 Ct - N.A. -c ED LEGEND A ANTENNA CABLE (ABOVE GROUND) T TELEPHONE SERVICE (ABOVE GROUND) " E POWER SERVICE (ABOVE GROUND) G GROUND RING (ABOVE GROUND) — — — A — — — — ANTENNA CABLE (BURIED) — — — — T — — — — TELEPHONE SERVICE (BURIED) — — — — E — — — POWER SERVICE (BURIED) — — — — G — — — GROUND RING (BURIED) CONTACTS R.F. ENGINEERING: T -MOBILE WEST LLC 1755' CREEKSIDE OAKS DRIVE SUITE 190 SACRAMENTO, CALIFORNIA 95833 CONSTRUCTION MANAGER: BUDD WUELFING 1755 CREEKSIDE OAKS BLVD, SUITE 190 SACRAMENTO, CA 95833 (530) 863-7342 DESIGN CRITERIA OCCUPANCY CATEGORY: II ROOF DEAD LOAD: N.A. IMPORTANCE FACTOR: 1.25 ROOF LIVE LOAD: N.A WIND SPEED: 85 MPH FLOOR DEAD LOAD: N.A EXPOSURE CATEGORY: C FLOOR LIVE LOAD: N.A INTERNAL PRESSURE COEFFICIENT: N/A RAIN LOAD: 0 3 DESIGN WIND PRESSURE: 22.23 psf FLOOD LOAD: 0 TAP MAPPED SPECTRAL RESPONSE COEFFICIEN %:=1.0 do S, =1.0 SNOW LOAD± 0 Pf - N.A. SITE CLASS: D Ce - N.A. I = 1 Ct - N.A. SPECTRAL RESPONSE COEFFICIENT =,733 & Sp, =N/A SEISMIC DESIGN CATEGORY: 0 BASIC SEISMIC -FORCE -RESISTING SYSTEM: EQUIV. LATERAL FORCE PROCEDURE DESIGN BASE SHEAR: 1008 Ibs. SEISMIC RESPONSE COEFFICIENT: C =0.733 SEISMIC R=1.25 ANALYSIS PROCEDURE USED: EQUIV. LATERAL FORCE PROCEDURE i 0201 niv )"141 11 1 PERMIT k_ B11, ci et o BUTTE C-"0'(J;N7Y DE'J,^E_LOP SENT SERVICES °JDf=013 C � C ��'LIAN CLE DATE L© `7 BY f� PRO�T. 'CT SUMMARY SHEET INDEX SITE NAME: OPEN SHAW ROAD SITE NUMBER: SC14152 T TITLE SHEET SITE ADDRESS: 408 OPENSHAW ROAD OROVILLE, CA 95965 A-1 OVERALL SITE PLAN SITE CONTACT: BUDD WUELFING (530) 863-7342 A - I. ;l ENLARGED SITE PLAN OWNER: MARK do TRACI COOPER OWNER ADDRESS: 15451 PALOS VERDES MONTE SERENO, CA 95030 A-2 ELEVATION APPLICANT: T -MOBILE WEST LLC T T APPLICANTS ADDRESS: 1755 CREEKSIDE OAKS DRIVE A- 3 DETAILS SUITE 190 _SACRAMENTO, CALIFORNIA 95833 ASSESSORS PARCEL NUMBER(S): 041-190-044 E- I ELECTRICAL 'SHEET JURISDICTION: BUTTE COUNTY E— 2 GROUNDING SHEET SCOPE OF WORK T—MOBILE PROPOSES TO REMOVE (E) 2102 BTS CABINET AND REPLACE WITH NEW 3106 BTS CABINET BUTTE T—MOBILE WILL ALSO REMOVE & REPLACE (3) (E) ANTENNAS COUNTY WITH (6) NEW AIR ANTENNAS MOUNT TO (E) ANTENNA MOUNTS APR 2 8 2014 NEW ANTENNAS TO BE PAINTED ORANGE TO MATCH (E) TOWER DEVELOPMENT SERVICES INSTALL A NEW HYBRID DC POWER & FIBER CABLE 61q010 INSTALL (1) NEW 2' 0 MICROWAVE DISH AND (1) 1/2" 0 COAX CONFIGURATION E_2C_011 OPEN SHAW ROAD T*Itle Sheet S61 o• SC14152 SITE ADDRESS 408 OPENSHAW ROAD OROVILLE, CA 95965 A IA A ■ o b I'l P� w T—MOBILE WEST LLC 1755 Creekside Oaks Drive, Suite 190 • Sacramento, CA 95533 Peek Site—Com (M 12852 Earharf Ave. Suite 101 Auburn, California 95602 Phone (530) 885-6160 t—mall InTOUPeeKSaecom.clom This drawing contains information which is the proprietary property of DESIGNER. No unauthorized reuse or duplication of these plans or any information contained herein, without the express written consent. REVISIONS NO DESCRIPTION DATE BY 1 907 CONSTRUCTION DOC.'S 3-20-14 VRT 2 1007* CONSTRUCTION DOC.'S 3-28-14 VRT 3 ADDED MICROWAVE CD'S 4-21-14 TAP PRINTED ,�,A� .''` SHEEN OF TITLE SHEET SEAL OFESS "' ,.,.0 �N�` DRAWN BY VRT CHECKED BY PROJECT NO. SC14�152 CADD FILE N0. SCALE DRAWING NO, LU • 0: `C 33407% AS NOTED * ; �••.. os t4 Q ; DATE 3-29-12 T-1 -f CMI. O"'• "K0,0'r PRINTED ,�,A� .''` SHEEN OF SITE PLAN GED \6` O ?� r • APN: 041 -1 90- 019 \ R7 99 p \ 0 R \y c o7� \ R. \7 \ �• � PERMITS 60 . \ \ FJJ i T COUNTY DEVELOPMENT SERVICES APN: 041-190-050 \86� 1'3”* -V1'- QED FOR \ \ DATE _ BY OVERALL SITE PLAN* I SCALE: N.T.S. SITE ADDRESS 408 OPENSHAW ROAD OROMLLE, CA 95965 01 IN nmM o b JlI Con; m T—MOBILE WEST LLC 1755 Creekside Oaks Drive, Suite 190 • Sacrament(o, CA 95833 Peek Site --Corm, 12852 Earhart Ave. Suite 1101 Auburn, California 95602 Phone (530) 885-6160 t -Mail InTo�upeeKSITecom.com This drawing contains information which is the proprietary property of DESIGNER, No unauthorized reuse or duplication of these plans or any information contained herein, without the express written consent, REVISIONS NO DESCRIPTION DATE BY 1 907 CONSTRUCTION DOG'S 3-20-14 VRT 2 100% CONSTRUCTION DOC.'S 3-28-14 VRT 3 ADDED MICROWAVE CDS 4-21-14 TAP 0.1C 33407 DATE 06/30/14 3-29-12A-1 .;;:��' FZ /// CAA "\ SHEET OF PRINTED PROJECT OPEN SHAW ROAD DRAWING TITLE OVERALG SITE PLAN SEAL DRAWN BY PROJECT NO. "'''" ESS/0 ' Q VRT SC14152 ROf ,.• OL S" CHECKED BY CADD (FILE NO. ' SCALE DRAWING N0. :'r m AS NOTED 0.1C 33407 DATE 06/30/14 3-29-12A-1 .;;:��' FZ /// CAA "\ SHEET OF PRINTED SITE ADDRESS 408 OPENSHAW ROAD OROMLLE, CA 95965 ■ m ■ ■ w �.J� l' e m T—MOBILE WEST LLiC 1755 Creekside Oaks Drive, Suite 190 • Sacramento, CA 95833 Peek Site --Coin 12852 Earhart Ave. Suite 1101 Auburn, California 95602 Phone (530) 885-6160 E—Mail info@peeksitecom.com This drawing contains information which is the proprietary property of DESIGNER. No unauthorized reuse or duplication of these plans or any information contained herein, without the express written consent. REVISIONS NO DESCRIPTION DATE BY 1 90% CONSTRUCTION DOC.'S 3-20-14 VRT 2 100% CONSTRUCTION DOC.'S 3-28-14 VRT 3 ADDED MICROWAVE CD'S 4-21-14 TAP SCALE DRAWING NO, ;."aDINE AS NOTED N C 3 M s�• -29-12 / CIVIL F�CA`��0� • PRINTED .�3 ......, SHEET OF PROJECT OPEN SHAW ROAD DRAWING TITLE ENLARGED SITE PLAN SEAL DRAWN BY PROJECT NO. .......................... FESS VRT SC14152 „ ��' , '' • 7� '' •, CHECKED BY CADD (FILE NO. �� SCALE DRAWING NO, ;."aDINE AS NOTED N C 3 M s�• -29-12 / CIVIL F�CA`��0� • PRINTED .�3 ......, SHEET OF PERMIT# DATE L; y SITE ADDRESS 408 OPENSHAW ROAD OROMLLE, CA 95965 M' m mM o b Tl I � x T—MOBILE WEST LLC 1755 Creekside Oaks Drive, Suite 190 *Sacramento,, CA 95833 Peek Site—Com 12852 Earharf Ave. Suite 1101 Auburn, California 95602 Phone (530) 885-6160 E—Mail info@peeksifecom.com This drawing contains information which is the proprietary property of DESIGNER. No unauthorized reuse or duplication of these plans or any information contained herein, without the express written consent. REVISIONS NO DESCRIPTION DATE BY 1 907, CONSTRUCTION DOC,'S 3-20-14 VRT 2 1007. CONSTRUCTION DOC.'S 3-28-14 VRT 3 ADDED MICROWAVE CD'S 4-21-14 TAP C"33407DATE EXri ... l/06/30/14 A-2 3-29-12 _V CIVIL —1 PRINTED SHEET OF PROJECT OPEN SHAW ROAD DRAWING TITLE ELEVATION SEAL DRAWN BY PROJECT NO. FESS/o VRT SCII 4152 .......... ."ti / '. OL CHECKED BY CADD FILE NO, SCALE DRAWING; NO. M AS NOTED C"33407DATE EXri ... l/06/30/14 A-2 3-29-12 _V CIVIL —1 PRINTED SHEET OF * . I 0 NEW 3106 CABINET NEW METAL EQUIPMENT CABINET (E) PREFAB BTS SUB—BASE TO REMAIN SEE MFGR. SPECS (E) CONC. SLAB (E) WEDGE ANCHORS TO REMAIN _IX eM NO DESCRIPTION DATE 00 1 'b 3-20-14 VRT 2 USE MANUFACTURER PROVIDED MACHINE BOLTS AS REQUIRED (1E) SUB -BASE ANCHORS TO REMAIN .4 4 4 aril .<7 L -4 IN <7 <7 6 UNDSTURBED EARTH SCALE: N.T.S. 'E'LOPIN! ENT SE MCES FOR kc PLIANCt= BY C—' NEW 3106 CABINET BOLT DOWN DETAIL SCALE: N.T.S. Z SITE ADDRESS 408 OPENSHAW ROAD OROVILLE, CA 95965 ' To w mNI o b 111 T -MOBILE WEST LLC 1755 Creekoide Oaks Drive, Suite 190 9 Sacramentoi, CA 95833 Peek Site—Com 12852 Earhart Ave. Suite 101 Auburn, California 95602 Phone (530) 885-6160 L—Mall intoQ0peeksITecorn.co1rn This drawing contains information which is the proprietary property of DESIGNER. No unauthorized reuse or duplication of these plans or any information -contained herein, without the express written consent. I REVISIONS NO DESCRIPTION DATE BY 1 907o CONSTRUCTION DOC.'S 3-20-14 VRT 2 1007. CONSTRUCTION DOC.'S 3-28-14 VRT 3 ADDED MICROWAVE CD'S 4-21-14 TAP PROJECT OPEN SHA W ROAD SEAL DRAWN BY PROJECT NO. VRT SCII 4152 ESS/0 CHECKED BY CADD FILE NO. L q SCALE DRAWING NO. AS NOTED NO 33407 ATE 6 N 14 3-29-12 A-3 IVIL ....... PRINTED CNS- SHEET OF PANEL SCHEDULE (E) 40/2 C.B. THAT FED lo //- (E) 2102 CABINET TO BE REMOVED k REPLACED WITH NEW 50/2 C.B TO FEED NEW 3106 CABINET E 1 1 (E) 200A 120/240V 1 -PH TESCO ELEC. PED (E) GENERATOR RECPT, (E) ELEC. SERVICE_ SCALE: N.T.S. PREWIRED TESCO SERVICE PEDESTAL 120/24OV, 200A, 1 -PHASE 3 (E) TESCO PED SCHEMATIC ELECTRICAL LEGEND NEW EXISTING ® PANEL BOARD, SURFACE MOUNTED FTI DRY TYPE TRANSFORMER S METER (E) 40/2 C.B. THAT FED (E) 2102 CABINET TO BE _� CIRCUIT BREAKER REMOVED do REPLACED WITH NEW 50/2 C.B TO FEED NEW 3106 CABINET LD NON -FUSIBLE DISCONNECT SWITCH, MOUNTED 54" A.F.F. SCALE: N.T.S. LED FUSIBLE DISCONNECT SWITCH, MOUNTED 54"A.F.F. Tess TRANSIENT VOLTAGE SURGE SUPPRESSOR WITH BUILT-IN FUSES, SURFACE MOUNTED DUPLEX OUTLET, SURFACE MOUNTED, 20 AMPS, 125 VOLTS, SINGLE PHASE J� JUNCTION BOX, SURFACE MOUNTED 18" A.F.F. SK KEYED SWITCH, SURFACE MOUNTED WALL MOUNTED, ENCLOSED, AND GASKETED INDUSTRIAL INCANDESCENT FIXTURE WITH ONE 11 100 AMP LAMP MOUNT 72" A.F.F. PANEL SCHEDULE EXIPOSED WIRING ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED PANEL DESIGNATION: 120/240 VOLTS 1 PHASE 3 WIRE SURFACE MTNG: _ X MAIN BREAKER: __X WITH SEPARATE GROUND BUS TO WEATHER SHALL [BE IN WATERTIGHT GALVANIZED RIGID STEEL C&NDUIT U.O.N. 2P, 200A 1007 CONSTRUCTION DOC.'S NO. LOAD DESCRIPTION OA OB AQP/ POLE OA 0B LOAD DESCRIPTION NO. 1 7. - - j CALF GFI GR(OUND FAULT INTERRUPTER - - 2 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS SET SPARE FORTH IN THE CALIFORNIA ELECTRICAL CODE (CEC) AS WELL AS 40/2 40/2 APPLICABLE STATE AND LOCAL CODES. (E) 40/2 C.B. THAT FED SPARE 2. ALL ELECTRICAL ITEWS SHALL BE U.L. APPROVED OR LISTED AND (E) 2102 CABINET TO BE PROCURED PER SPECIFICATION REQUIREMENTS. REMOVED do REPLACED 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL 3 — — PULL ROPES. COORDINATE INSTALLATION WITH UTILITY COMPANY. INCIDENTAL WORK, T(D PROVIDE COMPLETE, OPERATING AND — — APPROVED ELECTRICAkL SYSTEM. �4] 5 SPARE POINT AND T -MOBILE CELL SITE TELCO SERVICE CABINET CABINET TO 40/2 50/2 2900 5. ELECTRICAL AND TELCO WIRING INSIDE A BUILDING SHALL RUN IN NEW 3106 BTS TO REPLACE (E) 2102 BTS 6 EMT OR SCHEDULE 410 PVC, PER PLAN. (AS PERMITTED BY CODE) 11. WHERE CONDUIT BETWEEN BTS AND T -MOBILE CELL SITE 7 — — — 2900 d 9 RECEPT — 300 20/1 20/1 3(00 — LIGHT 10 TOTAL CONNECTED VA: 6400 _ 13. WHERE APPLICABLE, POWER PEDESTAL IS SUPPLIED BY DEMAND FACTOR; ---- 1.0 T -MOBILE 14. DEMAND LOAD, VA: _84Q0 _ ELECTRICAL OR TELCO WORK. a' CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL PANEL SCHEDULE (E) 40/2 C.B. THAT FED lo //- (E) 2102 CABINET TO BE REMOVED k REPLACED WITH NEW 50/2 C.B TO FEED NEW 3106 CABINET E 1 1 (E) 200A 120/240V 1 -PH TESCO ELEC. PED (E) GENERATOR RECPT, (E) ELEC. SERVICE_ SCALE: N.T.S. PREWIRED TESCO SERVICE PEDESTAL 120/24OV, 200A, 1 -PHASE 3 (E) TESCO PED SCHEMATIC ELECTRICAL LEGEND NEW EXISTING ® PANEL BOARD, SURFACE MOUNTED FTI DRY TYPE TRANSFORMER S METER (E) 40/2 C.B. THAT FED (E) 2102 CABINET TO BE _� CIRCUIT BREAKER REMOVED do REPLACED WITH NEW 50/2 C.B TO FEED NEW 3106 CABINET LD NON -FUSIBLE DISCONNECT SWITCH, MOUNTED 54" A.F.F. SCALE: N.T.S. LED FUSIBLE DISCONNECT SWITCH, MOUNTED 54"A.F.F. Tess TRANSIENT VOLTAGE SURGE SUPPRESSOR WITH BUILT-IN FUSES, SURFACE MOUNTED DUPLEX OUTLET, SURFACE MOUNTED, 20 AMPS, 125 VOLTS, SINGLE PHASE J� JUNCTION BOX, SURFACE MOUNTED 18" A.F.F. SK KEYED SWITCH, SURFACE MOUNTED WALL MOUNTED, ENCLOSED, AND GASKETED INDUSTRIAL INCANDESCENT FIXTURE WITH ONE 11 100 AMP LAMP MOUNT 72" A.F.F. SPARE SPARE LIGHT RECEPT PARTIAL ONE LINE DIA. NO EXIPOSED WIRING ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED BY —� HOME RUNS, MINIMUM 2#10 + 1#10G IN 3/4" 907. CONSTRUCTION DOC.'S TO WEATHER SHALL [BE IN WATERTIGHT GALVANIZED RIGID STEEL C&NDUIT U.O.N. 2 1007 CONSTRUCTION DOC.'S A. F. F. ABOVE FINISHED FLOOR VRT 3 U.O.N. UNILESS OTHERWISE NOTED WHERE REQUIRED, IN LIQUID TIGHT FLEXIBLE METAL OR TAP % DATE/ , �.k.T....:. �. VVP WEiATHERPR00F 7. BURIED CONDUIT SHALL BE SCHEDULE 40 PVC. U.O.N. PRINTED j CALF GFI GR(OUND FAULT INTERRUPTER ELECTRICAL MOTES NEW (3) �8 THWN CU. � (1) 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS SET #8 CU. GND. IN (E) 1-1/4" C. FORTH IN THE CALIFORNIA ELECTRICAL CODE (CEC) AS WELL AS (TYP. AS SHOWN ON PLAN) APPLICABLE STATE AND LOCAL CODES. (E) 40/2 C.B. THAT FED RUN ELECTRICAL CONDUIT BETWEEN ELECTRICAL UTILITY DEMARCATION 2. ALL ELECTRICAL ITEWS SHALL BE U.L. APPROVED OR LISTED AND (E) 2102 CABINET TO BE PROCURED PER SPECIFICATION REQUIREMENTS. REMOVED do REPLACED 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL WITH NEW 50/ 2 C.B TO DESCRIBED BY DRAWINGS AND SPECIFICATION, INCLUDING FEED NEW 3106 CABINET PULL ROPES. COORDINATE INSTALLATION WITH UTILITY COMPANY. INCIDENTAL WORK, T(D PROVIDE COMPLETE, OPERATING AND 10, APPROVED ELECTRICAkL SYSTEM. NEW 3106 BTS 4. CONTRACTOR SHALL PAY FEES FOR PERMITS, AND BE RESPONSIBLE POINT AND T -MOBILE CELL SITE TELCO SERVICE CABINET CABINET TO FOR OBTAINING SAID PERMITS AND COORDINATION OF INSPECTIONS. REPLACE (E) 2102 5. ELECTRICAL AND TELCO WIRING INSIDE A BUILDING SHALL RUN IN CABINET EMT OR SCHEDULE 410 PVC, PER PLAN. (AS PERMITTED BY CODE) SPARE SPARE LIGHT RECEPT PARTIAL ONE LINE DIA. PERMIT # k/ ' / BUT FCo.�rv�¢z,r �C��..r DATE �L'�y`byL/ SITE ADDRESS 408 OPENSHAW ROAD OROVILLE, CA 95965 ■ To m e o b 1L � a T—MOBILE WEST LLC 1755 Creekside Oaks Drive, Suite 190 * Sacramento, CA 95633 FPe--e-k Site— Cam 12852 Earhart Ave, Suite 101 Auburn, California 95602 Phone (530) 885-6160 E—Mail info©peeksitecom.com 1! This drawing contains information which is the proprietary property of DESIGNER. No unauthorized reuse or duplication of these plans or any information contained herein, without the express written consent. REVISIONS NO 6. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED BY 1 907. CONSTRUCTION DOC.'S TO WEATHER SHALL [BE IN WATERTIGHT GALVANIZED RIGID STEEL VRT 2 1007 CONSTRUCTION DOC.'S CONDUITS OR SCHEDIULE 80 PVC (AS PERMITTED BY CODE) AND, VRT 3 ADDED MICROWAVE CD'S WHERE REQUIRED, IN LIQUID TIGHT FLEXIBLE METAL OR TAP % DATE/ NONMETALLIC CONDUIITS. 2-24-14 7. BURIED CONDUIT SHALL BE SCHEDULE 40 PVC. U.O.N. PRINTED j CALF 8 LSHALL BNCOPPER WITH TYPE XHHW, THWN, OR ELECTRICAL NEW (3) �8 THWN CU. � (1) HHNNSULATION,(PER PL) #8 CU. GND. IN (E) 1-1/4" C. (TYP. AS SHOWN ON PLAN) 9. RUN ELECTRICAL CONDUIT BETWEEN ELECTRICAL UTILITY DEMARCATION POINT AND T -MOBILE CELL SITE ELECTRICAL PANEL/ PEDESTAL AS INDICATED ON THIS DRAWING. PROVIDE FULL LENGTH PULL ROPES. COORDINATE INSTALLATION WITH UTILITY COMPANY. 10, RUN TELCO CONDUITS BETWEEN TELEPHONE UTILITY DEMARCATION POINT AND T -MOBILE CELL SITE TELCO SERVICE CABINET AND EQUIPMENT CABINET(S) AS INDICATED ON THIS DRAWING, PROVIDE FULL LENGTH PULL ROPES AND TRUE TAPE IN INSTALLED CONDUITS. 11. WHERE CONDUIT BETWEEN BTS AND T -MOBILE CELL SITE ELECTRICAL PEDESTAL AND BETWEEN BTS AND T -MOBILE CELL SITE TELCO SERVICE CABINET ARE UNDERGROUND, USE PVC SCHEDULE 40 CONDUIT, ABOVE THE GROUND PORTION OF THESE CONDUITS SHALL BE FLEXIBLE CONDUIT, 12, ALL EQUIPMENT SHALL HAVE NEMA 3R ENCLOSURE. 13. WHERE APPLICABLE, POWER PEDESTAL IS SUPPLIED BY T -MOBILE 14. CALL U.S.A. 1-800-642-2444 24 HOURS PRIOR TO COMMENCING ELECTRICAL OR TELCO WORK. 15. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WOR%MATERIALS REQ. AND CONSTRUCT TO UTILITY COMPANY ENGINE PLAN AND SPECIFICATIONS ONLY. 16, CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULLWIRES, CABLE PULLBOXES, CONC ENCASEMENT OF CONDUIT (IF REQ.), TRANSFORMER PAD, BARRIERS, POLE RISERS, TRENCHING, BACKFILL, SCALE: N.T.S. 2 AND INCLUDE ANY UTILITY COMPANY REQ. IN SCOPE OF WORK PERMIT # k/ ' / BUT FCo.�rv�¢z,r �C��..r DATE �L'�y`byL/ SITE ADDRESS 408 OPENSHAW ROAD OROVILLE, CA 95965 ■ To m e o b 1L � a T—MOBILE WEST LLC 1755 Creekside Oaks Drive, Suite 190 * Sacramento, CA 95633 FPe--e-k Site— Cam 12852 Earhart Ave, Suite 101 Auburn, California 95602 Phone (530) 885-6160 E—Mail info©peeksitecom.com 1! This drawing contains information which is the proprietary property of DESIGNER. No unauthorized reuse or duplication of these plans or any information contained herein, without the express written consent. REVISIONS NO DESCRIPTION DATE BY 1 907. CONSTRUCTION DOC.'S 3-20-14 VRT 2 1007 CONSTRUCTION DOC.'S 3-28-14 VRT 3 ADDED MICROWAVE CD'S 4-21-14 TAP % DATE/ �•, x,,06 30 14 ;'\Q , 2-24-14 9, ', CIVIL ...•••'�0� PRINTED j CALF SHEET OF PROJECT OPEN SHAW ROAD DRAWING TITLE ELECTRICAL SHEET SEAL DRAWN BY PROJECT N0, ,�gjFESS/O/�,;1' VRT SC14152 CHECKED BY CADD FILE NO. � � ,Fye••. ����;.��`s SCALE DRAWING NO, W • m * • ,,��II C: 3407 ' * AS NOTED % DATE/ �•, x,,06 30 14 ;'\Q , 2-24-14 9, ', CIVIL ...•••'�0� PRINTED j CALF SHEET OF #2 AWG TO AGB t� EA. SECTOR c re, NEW MICROWAVE DISH TYP. SEE PLAN NEW #2 AWG GND. (TYP. EA. DISH) #2 AWG GND. (TYP. EA. SECTOR) AGB (TYP. EA. SECTOR) NEW ANTENNA r``—BOLT ON GROUND LUG TYP. EA. ANTENNA -1/2"0 COAX JUMPER (TYP. AS REQ,) #2 AWG GND. @ ANTENNA. (TYP. EACH ANTENNA). GROUND KIT, TYP. EACH COAX CABLE (E) COLLECTOR AGB (E) COAXIAL CABLE (TYP.) NEW 1/2„ M/W COAX & HYBRID CABLES TYP, GROUND KIT C OTE: COAX CABLE OAX CABLE RUNS OF OVER 100' VERTICAL EQ. INTERMEDIATE GROUND BUS BAR (ACFB) MGB LOCATEDEAR BASE OF POLE/ TOWER NEAR MONOPOLE #2 AWG L_ G TO MGB @ SITE TO GND @ ANTENNA SUPPORT STRUCTURE ANTENNA RISER GROUNDING DIAGRAM I SCALE: N.T.S. 14 1,. J2 AWG INSULATED STRANDED NO TYP. #2 TINNED BCW (BARE COPPER WIRE) COPPER GROUND WIRE U.G. GROUND RING @ MIN. 18" BELOW FINISH 1 TWO HOLE LONG BARREL COMPRESSION 3-20-14 ILLI LUGS, TYP. BURNDY OR APPROVED EQUAL TYP. #2 TINNED BCW DOWN LEAD O STAINLESS STEEL HARDWARE 3 —— �: TYP. (18-8 DOMESTIC) MIN. TAP ; 1 GROUNDING BAR W/INSULATORS 0 & BRACKETS AS NEEDED. TYP. TWO HOLE LONG BARREL COMPRESSION NOTE:0 a.,C 33407 DATE *EO. 06 30 14 LOCK WASHERS. "DOUBLING UP" BACK TO BACK OR "STACKING"" A ''t OF CONNECTION IS NOT PERMITTED. GROUND ROD, 18" BELOW FINISH GRADE, OR "COPPERSHIELD" TO BE USED ON ALL LOCATIONS. 6" BELOW LOCAL FROST LINE, WHICHEVER IS ELEVATION DEEPER. 10' LONG SPACED @ 10' O.C. OR 8' CA���`� S.S. NUT WITH #2 AWG INSULATED STRANDED / SPLIT LOCK COPPER GROUND WIRE / WASHER EXPOSED BARE COPPER IS NOT PERMITTED (TYPICAL) FOR INSULATED CONDUCTORS, NO ,. / INSULATION ALLOWED WITHIN THE COMPRESSION TERMINAL (TYPICAL) TWO HOLE LONG BARREL COMPRESSION LUGS, TYP. BURNDY OR APPROVED EQUAL S,S. 5/16"x 1 1/2" BOLTS & LOCK WASHER (ONLY ONE LOCK WASHER, /j G NOT STACKED TO COMPENSATE FOR % j SURFACE INCORRECT BOLT LENGTH) HAVE 14 THREADS SHOWING !/ GROUNDING BAR W/INSULATORS SECTION A—A & BRACKETS AS NEEDED. (E) GROUND BAR DETAIL I SCALE: N,T.S, I I GROUNDING LEGEND NO TYP. #2 TINNED BCW (BARE COPPER WIRE) DATE U.G. GROUND RING @ MIN. 18" BELOW FINISH 1 GRADE, OR 6" BELOW LOCAL FROST LINE 3-20-14 WHICHEVER IN DEEPER, 1 TYP. #2 TINNED BCW DOWN LEAD 3-28-14 VRT 3 TYP. CADWELD CONNECTION. 4-21-14 TAP — TYP. FINAL DOUBLE CRIMPED CONNECTIONS TO INTERIOR HALO RING ONLY TYP. TWO HOLE LONG BARREL COMPRESSION LUG, TWO (2) 5/16" DIA. BOLTS, & STAR a.,C 33407 DATE *EO. 06 30 14 LOCK WASHERS. OTYP. CADWELD INSPECT10N WELL. TOTAL OF (2) ''t TYP. 5/8" DIA, COPPER CLAD GROUND ROD, 18" BELOW FINISH GRADE, OR IVI" ' � F,�F 6" BELOW LOCAL FROST LINE, WHICHEVER IS DEEPER. 10' LONG SPACED @ 10' O.C. OR 8' CA���`� LONG SPACED 8' O.C. GROUNDING 1, GROUNDING SHALL COMPLY WITH CEC ART, 250. NOTE: 2. GROUND COAXIAL CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS COAX CABLE GROUNDING KITS SUPPLIED TO BTS UNITS #2-#4 TYP. AS NEEDED MGB TO BE LOCATED BEHIND BTS #1 BY T—MOBILE. TO BTS UNIT #1 ON SLAB 3. USE 2 COPPER, STRANDED WIRE WITH GREEN COLOR INSULATION FOR ABO GRADE G;ROUNDING UNLESS OTHERWISE SPECIFIED AND 2 TO BTS BUS BAR GROUND - - ,SOLID TINNED BPARE COPPE WIRE FOR BELOW GRADE GR UNDIN AS #2 AWG INSULATED CU WIRE. `"".R-"► INDICA,TED ON ThHE DRAWING, TO BTS PLINTH BASE GROUND #2 AWG INSULATED CU WIRE. 4. ALL GROUND CONNECTIONS TO BE BURNDY HYGROUND FUTURE COAX CABLE COMPRESSION TWPE CONNECTORS OR CADWELD EXOTHERMIC WELD, LONG BARREL COMPRESSION LUGS, TYP,GROUNDING KITS DO NOT ALLOW EBARE COPPER WIRE—TO-BE IN CONTACT WITH WITH (2) 3/8" BOLTS & LOCK WASHERS GALVANIZED sTEEEL. HARGER GROUNDING BAR #GBI14420 0000000000000 I I 5. ROUTE GROUNDIN0 CONDUCTORS ALONG -THE SHORTEN ANO OR EQUAL W/INSULATORS do STRAIGHTEST PA1TH POSSIBLE, EXCEPT AS OTHERWISE INDICAT BRACKETS A NEEDED, 00000000000 O O GROUNDING LEADS SHOULD (NEVER BE BENT AT RIGHT ANGLE. ® ® A,cWAYS MAKE A',T LEAST 12 RADIUS BENDS, #6 WIRE CAN BE BENT�'T f02 AWG INSULATED STRANDED CU WIRE ° ° ° 6' RADIUS WHEN[ NECESSARY, COLLECTOR AGB. TYP. AS NEEDED 0 kWNLEAb SOLID TINNED BARE COPPER WIRE 6. BOND ANY METAIL OBJECTS WITHIN 7 FEET OF T—MOBILE EQUIPMENT CABINETS TO MASTER GROUND BAR OR DIRECTL�Y,.",TO TO U,6. GROUND RING. TYP. (2) © U.G GROUND RING W/#2 TINNED BCW DOWNLEAD 2 7, LCO PNL. GND. AS NEEDED SEE PLAN AWG INSULATED STRANDED CU WIRE CONNECTIONS TO) MGB SHALL BE ARRANGED IN THREE MAIN GROUPS: ESURGE PRODUCEfRs COAXIAL CABLE GROUND KITS, TELCO AND �2 AWG INSULATED STRANDED WIRE POWER PEDESTAL GROUND OR SURGE PROTECTOR) DD'L RADIO & M.W. CABINETS, AS NEEDED SEE PLAN COAX CABLE GROUNDING KITS STEEL ABSORBEFRS (GROUNDING ELECTRODE RING OR BUILDING AWG INSULATED STRANDED WIRE NON 'URGING OBJECTS (EGB GROUND IN BT'S). ` P2S & OMNI DOWNLINK ANTENNAS, AS NEEDED SEE PLAN ) 8. CONNECTIONS TOI GROUND BARS SHALL BE MADE WITH'TWO'HOLE COMPRESSION TYPE COPPER LUGS AND NO -0X OR EQUIVALENT � PLACED BETWEENI CONNECTOR AND GROUND BAR. (�)MASTER GROUND BAR DETAIL (MCB) SCALE: N,T.S, 2 9. THE GROUND ELECTRODE SYSTEM SHALL CONSIST OF DRIVEN GROUND RODS UNIFORMLY SPACE4 AROUND CELL SITE. THE GROG ND" ROD SHALL BE 5/8', 0 "COPPER CLAD STEEL do BE 10 —0 LONG SPACED @ 10'-0" D.C. OR 8 —0 LONG SPACED 8'-0" O..C, ALONG GROUND RING THE RODS SHALL BE INTERCONNECTED WITH #2 SOLID TINNED COPPER GROUND WIRE BURIED A MINIMUM 18 BELOW THE SURFACE OF THE SOIL. 10. TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR PROJECT CLOSE—BOUT DOCUMENTATION. 11, MUST APPLY BUTYL do ELECTRICAL VRTE OVER COLD SHRINK AT ALL LOCATIONS. FOR (WEATHER PROOFING OVER GROUND KITS. MORE BUTYL VRTfE WILL NEED TO BE APPLIED THAN WHAT IS PROVIDED WITH THE MFGR, (KIT, I<> NZ -,,-----NEW BTS EQUIP. CABINET GND. BUS BAR IN BTS UNIT I LONGRR L" COMPRESSION LUGS TYP. WITH (2) 3 f 8 BOLTS do LOCK WASHERS. 12 AWG GREEN INSULATED GROUND WIRE TYP, MASTER / COAX CABLE GROUND BAR BEHIND BTS #1 BOND AND TIE MGB TO GROUND GRID WITH #2 TINNED BCW AT TWO LOCATIONS _ EA)CH'WAY.AT MID SLAB LTYPICAL 4 REBAR AT 12" OC E GROUND RING 2 TINNED BCW BURIED Al)18 BELOW ANI GRADE NOTE: SEE BTS GROUND LEAD TAPE SCHEDULE BELOW ==trnlT rr--- - - rV. -^aT SFS\ilCES E`J T1 £'(1,C'a FOr DATE (E) GROUNDING PLAN DIAGRAM SCALE: N,T.S, 3-1 SITE ADDRESS 408 OPENSHAW ROAD OROVILLE, CA 95965 To ■ ■ o Is t1n; ■ T—MOBILE WEST LLC 1755 Creekside Oaks Drive, Suite 190 *Sacramento, CCA 95633 sif lit � s2 e, * Corn 12852" Earh4 Av Suite 101 ALburn, California 95602 Pone (530) 885-6160 E—Mail info@peeksitecom.com) This drowin6 contains infor�nation�hich 'is the proprietary f property of DESIGNER. No un'driAhorized reuse or duplication of these plcns or =any information contained he'Fein, without the express written consent. Y' REVISIONS NO DESCRIPTION DATE BY 1 907 CONSTRUCTION DOC,'S 3-20-14 VRT 2 1007 CONSTRUCTION DOC,'S 3-28-14 VRT 3 ADDED MICROWAVE CD'S 4-21-14 TAP y V� ?'' ' • SCALE DRAWING NO. AS NOTED a.,C 33407 DATE *EO. 06 30 14 ` E— ''t 14 SEAL DRAWN BY PROJECT NO, f ES 5 ;�• .,, VRT SC14152 QR , „,, e , OL/"• �'• � CHECKED BY CADD FILE NO, % y V� ?'' ' • SCALE DRAWING NO. AS NOTED a.,C 33407 DATE *EO. 06 30 14 ` E— ''t 14 IVI" ' � F,�F PRINTED CA���`� SHEET OF Dql