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HomeMy WebLinkAbout2381-SLSTREET LIGHTING NOTES: CONSTRUCTION NOTES - STREET LIGHTS 1. CONDUIT. - A. MINIMUM COVER IN THE STREET OR PARKWAY IS 30" BELOW GUTTER GRADE UNLESS NOTED OTHERWISE. B. MINIMUM COVER ON PRIVATE PROPERTY IS JO" BELOW FINISHED GRADE, UNLESS NOTED OTHERWISE. C. CONTRACTOR IS TO FURNISH AND INSTALL APPROVED CONDUIT TO CITY SPECIFICATIONS PER UGS-100., 110 AND 720. D. CAP ALL MAINLINE CONDUITS AND SERVICE CONDUITS PER CITY SPECIFICATIONS. E INSTALL BLANK CONDUIT PLUGS IN ALL CONDUITS TERMINATING INTO VAULTS, MANHOLES, PMH'S, SOE'S do ALL CAP LOCATIONS, PER CITY SPECIFICATIONS. F. INSTALL PULL ROPE IN ALL CONDUIT RUNS. PULL ROPE TO BE 3/16" POLYPROPYLENE OR POLYETHYLENE ROPE, BRAIDED OR TWISTED. G. ALL CONDUIT MUST BE MANDRELLED. 2. CONDUIT RADIUS REQUIREMENTS: A. THE MINIMUM RADIUS FOR BENDS ARE. 36" FOR CONDUITS 3" IN DIAMETER OR SMALLER 48" FOR CONDUITS 4" AND 5" IN DIAMETER 60" FOR 6" DIAMETER CONDUIT B. THE MINIMUM RADIUS FOR ALL SWEEPS OF ALL MAINLINE CONDUITS IS 12'-6" (UNLESS NOTED OTHERWISE). J. EXCAVATION AND BACKFILL: A. WORK AREA SHALL BE CLEARED AND ROUGH GRADED TO WITHIN FOUR INCHES OF FINAL GRADE PRIOR TO INSTALLATION OF CITY CONDUIT OR STRUCTURES. B. ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH THE CALIFORNIA STATE CONSTRUCTION SAFETY ORDERS (WHEN APPLICABLE), CITY SPECIFICATIONS, AND ALL GOVERNING LOCAL ORDINANCES. C. EACH TRENCH TO BE A UNIFORM DEPTH BELOW FINAL GRADE PRIOR TO INSTALLATION OF CITY CONDUIT OR STRUCTURES. D. BACKFILL SHALL BE PROVIDED BY THE CONTRACTOR FOR ALL EXCAVATIONS AND SHALL INCLUDE CRUSHED ROCK, CONCRETE, AND/OR IMPORTED BACKFILL, WHEN REQUIRED. E BACKFILL WITH A MINIMUM OF ONE SACK PER YARD SAND CEMENT SLURRY AROUND AND OVER VAULTS AND MANHOLES AND AROUND PMH S WITHIN ONE FOOT OF FINISHED GRADE. F BACKFILL, PER AGENCY SPECIFICATIONS, SHALL IMMEDIATELY FOLLOW SUBSTRUCTURE INSTALLATION. AT NO TIME SHALL CABLE BE LEFT EXPOSED OVER 24 HOURS. G. NO ROCKS ARE ALLOWED WITHIN 12 INCHES OF DIRECT --BURIED CABLES OR ANY CONDUIT WITHOUT CONCRETE ENCASEMENT NATIVE BACKFILL DOES NOT PASS THROUGH A 112" SCREEN, PLACE IMPORTED SAND 3" BELOW AND 12" ABOVE CITY CABLES. AFTER THIS POINT, NO ROCKS LARGER THAN 12" IN DIAMETER ARE PERMITTED. H. ALL BACKFILL SHALL BE COMPACTED TO MEET OR EXCEED LOCAL ORDINANCES OR OTHER REQUIREMENTS. IT SHALL BE PLACED IN A. MANNER THAT WILL NOT DAMAGE THE CONDUIT OR SUBSTRUCTURE OR ALLOW FUTURE SUBSIDENCE OF THE TRENCH OR STRUCTURES. 4. PAVING: REPAVING, WHERE REQUIRED, SHALL BE PLACED IN SUCH A MANNER THAT INTERFERENCE WITH TRAFFIC, INCLUDING PEDESTRIAN TRAFFIC, WILL BE KEPT TO A MINIMUM. THE CONTRACTOR SHALL ESTABLISH A PROGRAM OF REPAVING ACCEPTABLE TO THE MUNICIPALITY, COUNTY, OR OTHER AUTHORITY HAVING JURISDICTION AND WHICH IS ACCEPTABLE TO CITY. 5. STRUCTURES: A. ALL SUBSTRUCTURES SHALL BE CONSTRUCTED OR INSTALLED TO CITY SPECIFICATIONS. B. INSTALL PROTECTION BARRIERS WHEN REQUIRED IN AREAS EXPOSED TO TRAFFIC, PER CITY INSPECTOR. C. ALL CONDUIT LINES AND CONCRETE FLOORED SUBSTRUCTURES SHALL BE WATER TIGHT. D. ALL GROUNDING MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. E. CONTRACTOR TO PROVIDE SUBSTRUCTURE ENCLOSURE WALL DETAILS TO CITY INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION. 6. RETAINING WALLS: WHEN REQUIRED, RETAINING WALLS SHALL BE PROVIDED BY THE CONTRACTOR. WALLS ARE REQUIRED WHEREVER GRADE RISES MORE THAN 18 INCHES ABOVE THE STRUCTURE OR 24" ABOVE THE PAD SURFACE AT A DISTANCE OF 5 FEET FROM THE SAME, OR IN AREAS SUBJECT TO EROSION. DESIGN AND INSTALLATION MUST COMPLY WITH LOCAL BUILDING ORDINANCES. REFER TO CITY INSPECTOR FOR TYPICAL SPACE REQUIREMENTS. 7 ACCESS: HEAVY TRUCK ACCESS SHALL BE MAINTAINED TO EQUIPMENT LOCATIONS. STRUCTURES MUST BE CLEAR OF ALL APPURTENANCES THAT WOULD OBSTRUCT THE LOADING OR UNLOADING OF EQUIPMENT. 8. SERVICES: A. METERS AND SERVICES SHALL COMPLY WITH CITY SERVICES REQUIREMENTS. B. WIRING MUST BE IN ACCORDANCE WITH APPLICABLE LOCAL ORDINANCES AND APPROVED BY LOCAL INSPECTION AUTHORITIES. 9. LOCATION: A. THE LOCATION OF EXCAVATIONS AND STRUCTURES FOR CITY SHALL BE AS SHOWN ON THE WORKING DRAWING. NO DEVIATION FROM THE PLANNED LOCATIONS WILL BE PERMITTED UNLESS APPROVED BY THE CITY INSPECTOR. B. ACTUAL LOCATION OF OBSTRUCTIONS, STORM DRAINS, AND/OR OTHER FOREIGN UTILITIES TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 10. CONTRACTOR TO VERIFY LOCATION AND WIDTHS OF ALL SIDEWALKS AND DRIVEWAYS PRIOR TO STREET LIGHT INSTALLATION. WITH THE APPROVED STREET IMPROVEMENT PLANS, APPROVED STREET LIGHT PLANS AND THE ACTUAL FIELD CONDITIONS. 11. COORDINATION AND SUPERVISION: THE CONTRACTOR SHALL PROVIDE SUPERVISION OVER AND COORDINATION AMONG THE VARIOUS CONTRACTORS WORKING WITHIN THE DEVELOPMENT IN ORDER TO PREVENT DAMAGE TO CITY FACILITIES. HE IS RESPONSIBLE FOR THE COST OF REPAIRS, REPLACEMENT, RELOCATION, OR OTHER CORRECTIONS TO CITY FACILITIES MADE NECESSARY BY HIS FAILURE TO PROVIDE SUPERVISION OR TO OTHERWISE COMPLY WITH THESE SPECIFICATIONS. 12. OTHER UTILITY REQUIREMENTS. - THE DRAWING PREPARED FOR THIS JOB MAY ALSO COVER THE FACILITIES TO BE INSTALLED FOR OTHER UTILITY. ANY QUESTIONS CONCERNING DETAILS OF THEIR INSTALLATION SHOULD BE REFERRED TO THE COMPANY CONCERNED. 1 J. WARRANTY. - CONTRACTOR EXPRESSLY REPRESENT AND WARRANTY THAT ALL WORK PERFORMED AND ALL MATERIAL USED IN MEETING CONTRACTORS OBLIGATIONS HEREIN ARE FREE FROM DEFECTS IN WORKMANSHIP AND ARE IN CONFORMITY WITH AGENCY REQUIREMENTS. THIS WARRANTY SHALL COMMENCE UPON RECEIPT BY CONTRACTOR OF CITY S FINAL ACCEPTANCE AND SHALL EXPIRE ONE YEAR FROM THAT DATE CONTRACTOR AGREES TO PROMPTLY CORRECT TO THE CITY S SATISFACTION AND THAT OF ANY GOVERNMENTAL AGENCY HAVING JURISDICTION AND AT CONTRACTOR'S EXPENSE ANY BREACH OF THIS WARRANTY WHICH MAY BECOME APPARENT THROUGH INSPECTION OR OPERATION OF UNDERGROUND ELECTRIC SYSTEM BY CITY DURING THIS WARRANTY PERIOD. 14. INSPECTION. - INSPECTION IS REQUIRED DURING THE CONSTRUCTION PERIOD. A 48 HOUR ADVANCE NOTICE OF INTENT TO START CONSTRUCTION IS REQUIRED FROM THE CONTRACTOR TO THE CITY OF RANCHO CUCAMONGA. PHONE.• 909-477-2740 X4080 15. AS-BUILTS: CONTRACTOR IS RESPONSIBLE TO MAINTAIN AS -BUILT DRAWINGS WHICH ARE TO BE UPDATED DAILY. CONTRACTORS SHALL KEEP AND MAINTAIN TWO COPIES OF THE AS-BUILTS. ONE SET IS FOR THE CONTACTOR AND THE SECOND SET IS FOR THE CITY INSPECTOR. Underground Service Alert CALL TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG ALUMINUM CAP r t+N') UJ W J i to W Q Fr tn N �' co J Z w Na�v T / PUBLIC STREET LIGHTING IMPROVEMENT PLAN 4'/6' ARM LENGTH (SEE TABLE) FOR FOOTHILL BOULEVARD CITY OF RANCHO CUCAMONGA, CA 7 PIN PHOTOCELL AMERON CONTEMPORARY ARM (SEE TABLE) AMERON 1C1 OCTAGONAL POLE WITH BASE PLATE MOUNTING OPTIONAL BANNER 30"W X 80'H WITH AMERON BANNER SAVER BRACKET. CATALOG NUMBER BASPL30PRO (TYP). LIMITED TO ONE PER POLE AND ONLY ON 28' POLES ONLY MAX. 36"X36" OPTIONAL TRAFFIC SIGN(S), PER CITY STD. ✓ 401-8 OPTIONAL STREET NAME SIGNS, PER CITY STD. 401-B I NOTE: z '-0" 1. INSTALL RANCHO CUCAMONGA HANDHOLE SHALL BE LOCATED MUNICIPAL UTILITY (RCMU) AT THE DOWNSTREAM SIDE OF POLE NUMBER PLATE ON THE i TRAFFIC STREET SIDE OF POLE 6' I ABOVE GRADE, SEE SHEET 2 FOR FOUNDATION DETAIL I LIGHTING POLE ARM FIXTURE POLE CATALOG CATALOG AIM WATTS STREET TYPE ftEF STD lOQA3 HEIGHT NO. POLE FWSH 40 No. LENGTH ARM RISE ARM FINSH LIGHTING FIXTURE CATALOG NO. LIAVENS LOG1L 23'-3" iC123 1/IdM 4' 2II" COAlTACTENGINEERING INDIKTRIAI/COLLECTCNt% AMEASHIELD NATURAL SECONDARY/MAJOR/ 12a'-3" 1029 (ANT] GRAFFITI&SEALER) W6 9 32" (NOPAINI} CONTACT ENGINEERING DIVIDED MAJOR GRAY NATURAL EXPOSED R CITY OF RANCHO CUCAMONGA, CALIFORNIA ,r) APPROVED BY: STREET LIGHTS AND STANDARD PLAN -- FOUNDATION DETAILS 410 w CITY EN E DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC- WORKS CONSTRUCTION � � R C.E. 7 14 SHEET OF 2 12-1/2" Bolt Circle Diamete- 1"0 F1554 Grade 36 anchor rods (Total 4) with Grade A hot -dip A563 hex nuts, with ASTM F436 type 1 washers, 8 UNC threads 6" long both ends 12"x12" ASTM A-36 Base Plate Thickness= 1" for 23' Pole Thickness= 1-1/4" for 28' Pole 15" 18" Concrete Cap L1 33"00" curb adjacent o with cold joint perimeter M Back of curb 1" Max. bottom of nut to top of footing Depth of Footing See Table Below 1 E 7Ameron PoleNeet 1 Type S Mortar 24" Top of 2% I I I ���2% Pole Curb f Flow Line 30" Min. Below _-* 39" 48" Flow Line (Typ.) Min. 1-1/2" Conduit #4 0 6" for - Spiral Reinforcement 3" Clear (Typ.) from " _ --- spiral reinforcement--�-� to the pile edge 3" Clear t me Diameter 85 MPH WIND ZONE 2"x2"xl /4" Plate Washer (Typ) Tack Weld or Peen - 6-#6 Equally spaced Vertical Bars DEPTH OF FOOTING TABLE FOR CONSTRAINED AND NON -CONSTRAINED SURFACE CONDITIONS Soil Type per UBC 23' Pole 28' Pole and Geotechnical Report Sandy Gravel, Gravel 6' 7' IV. Sand, Silty Sand. Clayey Sand, Silty Gravel, Clayey Gravel V• Clay, Sandy Clay, Special Design Silty Clay, Clayey Silt per Geotechnical Report DWG. NOT TO SCALE CITY OF RANCHO CUCAMONGA, CALIFORNIA ao APPROVED BY: STREET LIGHTS AND STANDARD PAN FOUNDATION DETAILS 410 cn 31€1'7 LLJCITY ENGI E DATE USE WITH STANDARC SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 2 OF 2 R.C.E. 67514 PANEL SCHEDULE MOUNTING: FREESTANDING VOLTAGE: 120/208 BUS RATTING: 100A TYPE: SERVICE PEDESTAL (UNMETERED LS-2) PHASE: 1 AIC: 10KAIC RATED ENCLOSURE: NEMA 3-R (STAINLESS STEEL) WIRES: 3 DISTIBUTION: 12/12 MAIN: 100A/2P CKT DESCRIPTION TRIP NOTE A B DESCRIPTION NOTE TRIP CKT 1 MAIN BREAKER 10OA/2P 0.00 1.00 CONTROL WIRE 1 20A/1P 2 3 208V. 0.00 0.001 4 5 STREET LIGHTING 20A/1P 1 0.36 0.00 6 7 0.00 0.00 8 9 0.00 0.00 10 11 0.00 0.00 12 AMPS PER LINE: 1.36 0.00 SUBTOTAL KVA: 0.16 0.16 KVA @ 125% (LCL) TOTAL MINIMUM FEEDER SIZE (AMPS):' 0.85 0.20 KVA (TOTAL FEEDER) N OTES: 1- CONTROLLED BY PHOTOCELL. MANUFACTURER TO PROVIDE PHOTOCELL, CONTRACTOR, AND TEST SWITCH AS REQUIRED UNMETERED E3W OOA/2PCIRCUIT BREAKER ICAICSL G 2 /208V10, MAIN ELEVATION: 1207.7 10,000 AIC SERIES BATED MAX) MYERS MEUG 16A-31 -M20 2" BRASS DISK IN TI W/ PHOTOCELL, CONTRACTOR, AND TEST SWITCH. OF RANCHO CUCAN 16"W X 1 6.5"D X 31 "H OR APPROVED EQUAL. THE NORTHWEST C PROVIDE 3' X 3' X 6" CONCRETE FOOTING. BOULEVARD & ARC INSTALL MINIMUM OF 3" ABOVE GRADE AND SLOPE TOP 2% FROM THE END OF AWAY FROM PEDESTAL. REFER TO CITY STD. DETAIL 522 BOULEVARD. I PHOTOCELL ow PC I I I I I I UTILITY 3" C.0I TO STREET LIGHTING CO. VERIFY CO, 100A-2P I I I EUSERC LANDING LUGS I N CONTAC ORL& r I (2) 1 " C.O. r, +17 (MIN) I I G TESTSWTICH I SPARE FUTURE GROUND CLAMP LISTED FOR THE PURPOSE �8 CU-GND NO 3-1/2 PULLBOX-J STAINLESS STEEL AND COPPER DRIVEN GROUND ROD 5/8" DIA. X 1OFT (MIN)) INSTALL PER NEC 250.53 OR OTHER APPROVED METHOD GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT -OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT--OF-WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB -GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY.- R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB- 12. GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 13. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB -GRADE, A SOILS STERILANT REGISTERED BY THE E. P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 14, ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 75. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 16. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 17. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 18. CONTACT ALL UTILITY COMPANIES AS REQUIRED. /����\G1'`AR� p� F w NO. 20627 CD EXP. 03/31 /18 ECT �F CA1 i CEN TFFL INF IN TERSFC LION 10100 NOFIH 1100 "SI Underground Service Alert CALL TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG O �I O II 31 I I I I I � I I I I I I I I I �1 )MH 0 FOOTHILL BOULE-VAHD 4 --------- - - ---- -� -}- --t - - I -I --' -41150 2f 00 2150 J100 3150 _ . - --' 4100 4 f 50 5100 r I 5 150 GNARD No. 20627 m EXP. 03/31 /18 -� �� F< ECTM CP CONSTRUCTION NOTES: �1 VERIFY SCE POINT OF CONNECTION. COORDINATE WORK WITH SCE CONTACT.- DANIEL SANCHEZ ® 909.202.0024 FURNISH AND INSTALL 3" CONDUIT ONLY TO SCE POINT OF CONNECTION. 02 FURNISH AND INSTALL ELECTRICAL SERVICE PEDESTAL 120/208V, 1 PH, 3W 100 AMPS MAIN SCE LS-2 UNMETERED SERVICE MYERS# MEUG 16A-31 "--M200 OR CITY APPROVED EQUAL WITH CONCRETE BASE AFFIX 4" HELVETICA ADDRESS NUMBER ON STREET SIDE OF CABINET 03 FURNISH AND INSTALL 8600 LUMEN / 99 WATT LED STREET LIGHT PER CITY STANDARD DWG # 410 ON SHEET 1 WITH NO. 3-1/2 CONCRETE UNDERGROUND PULLBOX WITH LID STAMPED 'STREET LIGHTING" WITHIN 5FT OF STREET LIGHT. ® FURNISH AND INSTALL 1" SCHEDULE 40 PVC UNDERGROUND CONDUIT AND (2) #10 THWN—CU & (1) #10 CU -GND 05 FURNISH AND INSTALL I" SCHEDULE 40 PVC UNDERGROUND CONDUIT AND PULL ROPE. STUB OUT CONDUIT AT EDGE OF IMPROVEMENTS FOR FUTURE USE. © FURNISH AND INSTALL 3600 LUMEN / 43 WATT LED STREET LIGHT PER CITY STANDARD DWG # 410 ON SHEET 1 WITH NO. 3-1/2 CONCRETE UNDERGROUND PULLBOX WITH LID STAMPED STREET LIGHTING" WITHIN 5FT OF STREET LIGHT. SCALE: 1 "=20'-0" 20 40 60 80