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HomeMy WebLinkAboutENG-2020-00378 STREETLIGHT IMPROVEMENTS 22-064-22-067 GENERAL NOTES PROJECT 1. NOTE TO CONTRACTORS THE EXISTENCE AND LOCA77ON OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURESCIY OF LAKE LOCATION SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.APPROVAL OF THESE PLANS 11. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING CONDUIT AND CONDUCTORS FROM THE STREET LIGHTS A� ELSINORE £££JJ7 ���SSS BY THE CITY OF LAKE ELSINORE DOES NOT CONST/TU7E A REPRESENTATION AS TO THE ACCURACY OR TO THE SERVICE POINT FURNISHED BY SCE COMPLETENESS OF THE LOCATION,NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, TRACT NO. 37305 RIVERS/DE COUNTY PIPE OR STRUCTURE WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE 12. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR AN ENCROACHMENT PERMIT PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES,PIPES OR STRUCTURES WHETHER SHOWN ON FOR WORK PERFORMED WITHIN C/TY R/GHT-OF-WAY. THESE PLANS OR NOT.ANY U7/LITY(IES)DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE //'�/REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR,AT HIS - SCE SERVICE PLANNER— --- NICHOLS/CHOL S ROAD/'D NICHOLS R WORK ORDER NUMBER /`/ /", EXPENSE. - ENERGY CHARGES PAID BY---_--_(DEVELOPER,LMU OTHER). NICHOLS RD Q STREET LIGHT IMPROVEMENT ' £°°N15 AF A, 2. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENT OF CITY OF LAKE ELSINORES CURRENT o ,- m IMPROVEMENT STANDARDS AND SPECIFICA77ON AND AS INDICATED IN THIS MANUAL.lT IS THE CONTRACTORS OTHER NOTICES/PRECEDENCE °' RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES CITY OF THESE SPECIFICATIONS ARE NOT COMPLETE-IT IS A SUPPLEMENT TO THE LATEST EDITION OF THE STANDARD 3. CONSTRUCT/ON NOTES LAKE ELSINORE THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR,FORTY-EIGHT(48)HOURS PRIOR TO SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION GREEN BOOK'AND THE CITY OF LAKE ELSINORES STANDARD OFGINNING ANY WORK 9 00 AM AND 4 00 PM,L FOR MONDAYPEC77ON AT(951)THROUGH THURSDAY.4 3124,EXTENSION 247,BETWEEN THE HOURS PROWSIONS THESE SPECIFICATIONSSPECIAL PR WSLON.IN CASE SHALL TAKEPRECEDF CONFLICT WTH THE EEN ENCEOOK OR CITY OF LAKE ELSINORE STANDARD SPECIAL (OTY) \ DESCRIPTION 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CAL TRANS TRAFTL MANUAL AND WATCH (12) \ INSTALL AMERON CONCRETE STREET LIGHT POLE PER CITY STD. DWG. 508&STD. DWG. 509: cGNNF'I's �Q.`�pp r 9`� Spp51 MANUAL AT ALL TIMES DURING CONSTRUCTION,AS APPROVED BY THE CITY ENGINEER OR HIS AMERON IC128 WITH 8'MAST ARM&GE EVOLVE ERL1-0-09-DJ-30-A-GRAY-L(SCE LS-2B) 4f'sr o REPRESENTATIVE.FAILURE TO DO SO SHALL REQUIRE IMMEDIA IF WORK STOPPAGE (12) O INSTALL LS-28 CUSTOMER HANDHOLE PER ESR 3-49(SEE SHEET 2A)NO. 5 PULL BOX 5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE AT THE JOB SITE,AT (13 X24'X24')PER CITY STD. DWG. 510 AND CALTRANS STANDARD DWG ES-8. INSTALL(2)5AMP 4,c-11110 ALL AYES DURING CONSTRUCTION. FUSES(BUSSMANf HEB-AA) WITHIN HANDHOLE AND(2)#10 THHN/THWN-2-CU&(1)#10 CU-GAD 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF ANY IN 1"SCHEDULE 80 PVC TO STREET LIGHT. VICINITY MAP UTILITIES CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED,AT LEAST FORTY-EIGHT(48)HOURS PRIOR LEGEND TO BEGINNING WORK THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT 1- NOT TO SCALE 800-422-4133,AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK. PROPOSED STREET LIGHT(REFER TO CONSTRUCTION NOTE FOR FIXTURE SPECIFICATION) THOMAS GUIDE,PAGE 836, GRID H7,2006 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCATION EXISTING STREET LIGHT SAN BERNARDINO&RIVERSIDE COUNTY EDITION AND COST OF ALL EXISTING UTILITIES. 8. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTSOF- O PROPOSED UNDERGROUND CONCRETE PULLBOX NO 5(SCE LS-2B POINT OF CONNECTION) WAY.BEFORE ISSUANCE OF SAID PERMIT, THE CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WTH CERTIFICATE OF INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME OF THE PROJECT CONSTRUCTION ALONG W9TH AN APPROVED SET OF IMPROVEMENT PLANS. 9. IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO.8 OFFICE OF CAL TRANS,PLEASE Q 3AKE REFERENCE TO THIS FACT IN THE GENERAL NOTES'SECTION OF THE IMPROVEMENT PLANS O 10. THE SERVICE POINT ARE SUBJECT TO REVISION BY FINAL SCE PLANS,IT SHALL BE THE DEVELOPERS A �1 RESPONSIBILITY TO PROVIDE THE PROPER SERVICE TO THE STREET LIGHTS SHOWN ON THIS PLAN n W \ SHEET 3 n/icHocs ---��_� � � � SHEET 4 o vA I J 1 J/ I JJJ JJ JJ It STREET LIGHT GENERAL NOTES \y I. >� J 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE CITY OF LAKE ELSINORE. 2. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE CURRENT CITY OF LAKE ELSINORE STANDARD DRAWINGS, STANDARD SPECIAL PROVISIONS, SPECIAL PROJECT PROVISIONS,AND THE I 'Jr. lV "I I I 1�J 1: Z ' yjj _ `f STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION WITH jj I 1 JJ 1 q JJ JJ�1 - - SUPPLEMENTS,THE NATIONAL ELECTRICAL CODE,THE CALIFORNIA STATE SAFETY ORDER AND ALL ' !I JJJ 1 `" I � I - OTHER CODES AND ORDINANCES, AND RULES AND REQUIREMENTS OF AUTHORITIES HAVING I i -- -a I I `ref I W JJJ JURISDICTION. JJ JJ Jf Z JJ JJJ JJJQ y 1 J 3. THE CONTRACTOR SHALL PAY ALL FEES AND OBTAIN PERMITS AS REQUIRED BY THE UTILITY COMPANY REQUIREMENTS AND THE CITY OF LAKE ELSINORE. I I I T �� 4. MATERIALS SHALL BE RECOGNIZED BY THE UNDERWRITER'S LABORATORY, INC., AS HAVING I I :�� I I I ,/.I j;. rIJ T I I JJ.f l F" y p SUITABLE CHARACTERISTICS WHEN PROPERLY FORMED AND TREATED, INCLUDING RIGID POLYVINYL I I I I JJJ I J� CHLORIDE (SCHEDULE 40) FOR UNDERGROUND USE, AND RIGID POLYVINYL CHLORIDE (SCHEDULE I j I'eQ 80) FOR USE ABOVE GROUND AND PASSING UNDER ROADWAYS. CONDUITS TO HAVE A MINIMUM I .I2/ �� I I JJ JJ„•J OF 24"OF COVER BELOW STREETS AND 18" OF COVER BELOW LANDSCAPE OR SIDEWALKS. — - 5. ALL WORK RELATED TO ELECTRICAL SERVICE SHALL BE PERFORMED IN CONFORMANCE WITH SOUTHERN CALIFORNIA EDISON COMPANY REQUIREMENTS AND THE CITY OF LAKE ELSINORE. 6. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES WITH THE WORK RESULTING AND SHALL DIRECTLY ORBE SOLELY NDIRECTLYRFROMNSIBLE FOR ANY THEIR OPERATIONDAMAGE S, WHETHOEREORTING NOT FACILITIES SUCH FACILITIES SHEET INDEX MAP BASIS OF BEARINGS ARE SHOWN ON THESE PLANS. THE BASIS OF BEARING FOR THIS SURVEY IS DERIVED FROM AN ONLINE POSITIONING USER 7. ALL LUMINARIES, LIGHTING STANDARDS, AND MAST ARMS USED IN THE WORK SHALL BE OF THE SCALE.. 1'-100 - SERVICE (OPUS) SOLUT70N USING THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, SAME STYLE AND BY THE SAME MANUFACTURER.ALL BALLAST SHALL BE MULTI-TAP TYPE ZONE 6, BASED LOCALLY ON CONTINUOUSLY OPERA77NG REFERENCE STATIONS (CORS) "CNPP" (120/208/240). 0 100 200 300 400 "P474", AND "SBCC" NAD-83(2011)EPOCH 2O10.00 AS SHOWN HEREON. ALL BEARINGS SHOWN 8. TWENTY-FOUR (24) HOUR PRIOR NOTICES SHALL BE GIVEN FOR ALL CITY INSPECTIONS. ON THIS MAP ARE GRID. OU07ED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS 9. ALL WORK INCLUDING BONDING SHALL BE DONE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL AS SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES CODE (NEC), CURRENT EDITION. UNLESS SPECIFIED OTHERWISE GRID DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY A COMBINATION FACTOR OF 0.99990957 CALCULA77ONS ARE MADE AT CONTROL BENCH MARK:BM B-95-61 POINT "99" WITH COORDINATES OF N2200064.438 (GRID) E-6222480222 (GRID) USING AN FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND NOTIFICATIONS OWNER/APPLICANT CIVIL ENGINEER PRIVATE ENGINEERS NOTICE TO THE CONTRACTOR. ELEVATION OF 1462.062(NGVD29f. NICHOLS ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER AND 38 FEET NORTHEASTERLY TO BENCHMARK. 10 FEET SOUTHERLY OF A CONTRACTOR SHALL N077FY THE FOLLOWING UTILITIES OR AGENCIES AT LEAST 48 HOURS NICHOLS ROAD PARTNERS, LLC K&A ENGINEERING, INC. THE EXISTENCE AND LOCA77ON OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON LIGHT STANDARD AND 10 FEET SOUTHERLY OF END OF CURB. SET IN ADVANCE OF STARTING CONSTRUCTION OR EXCAVATION: P.O. BOX 77850 357 N. SHERIDAN STREET, SUITE 117 THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE CHISELED SQUARE ON NORTHEASIERLY CURB. CORONA, CA 92877 CORONA, CA 92880 ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS EXPECTED TO TAKE ELEVAION: 1271.76'(NGW 29J RIVERSIDE COUNTY 7RANSPORTA77ON (951)955-6880 PHONE. (951)277-3900 PHONE: (951)279-1800 PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS THE CONTRACTOR ENG-2020-00378 DEPARRMENT- CONSTRUCTION SECTION. (g51)406-1690 FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES, SHOWN D77 SPEC - OR NOT SHOWN ON THESE PLANS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE D�� e FRON77ER (800)366-7801 SOILS ENGINEER RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION ON THIS PROJECT INCLUDING INDEX OF SHEETS JJJIII Illyy4111111444 SCE PLANNER SAFETY OF ALL PERSONS OR PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE ELSINORE VALLEY MUNICIPAL WATER DISTRICP (951)674 3146 GEOTEK, INC. LIMITED TO NORMAL WORKING HOURS, THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE COUNTY, SHEET DESCRIPTION 1548 NORTH MAPLE STREET VAL ROSALES THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION NO. RIVERSIDE COUNTY FLOOD CONTROL DISTRICT: (951)955-1200 VALENTINE.ROSALES©SCE COM WITH THE PERFORMANCE OF WORK ON THIS PROJECT THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO DIAL TWO WORKING CORONA, CA. 92880 BEFORE ��� DAYS BEFORE SOUTHERN CALIFORNIA GAS CO.: (800)427-2200 CONTACT: ANNA M. SCOTT PHONE (951)315-1637 UNDERGROUND SERVICE ALERT (USA) PH. IV GO , TWO SHALL WORKING DAYS PRIOR 70 DIGGING NO 1 TITLE SHEET YOU DIG YOU DIG SOUTHERN CALIFORNIA EDISON CO.: (800)655-4555 (951)-710-1160 ENCROACHMENT PERMIT ISSUED T THE RIV. CO. TRANS DEPL SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDEN7/FICA710N NUMBER ISSUED BY UNDERGROUND SERVICE 2 ELECTRICAL DETAILS TOLL FREE 1-800-422-4133 UNDERGROUND SERVICE ALERT(USA): (800)422-4133 OR 811 ALERT CARE SHOULD BE TAKEN TO PREVENT GRADED DITCHES AND SWALES FROM UNDERMINING STREET 3-4 STREET LIGHT PLAN A PUBLIC SERVICE BY IMPROVEMENTS. UNDERGROUND SERVICE ALERT ERSC 05/26/2022 MB THIS PLAN SET SUPERSEDES ORIGINAL PLANS DATED 08-12-2021. MARK REVISIONS APPR. DA IF THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY. l SEAL 'AS BUILT" C/7Y OF LAKE ELSINORE SHEET NO.. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN OQROFESS/p�,< FOUND ACCEPTABLE. 27201 Calle Juanita �Q.w��C,NARD 0L Fy RCE EXP. DATE CANDELA Dana Point, CA 92624 1�1_ c REVEWED er STREET LIGHT IMPROVEMENT 1 Ph. s4s.2o1.13s3 w No.zoez 03 24 FOR TRACT 37305 `I _ ENGINEERING candeloengineering.com EXP. 31 �A INSPECTOR DATE of 4 stirs 5-26-2022 *m / / * SCALE.., AS SHOWN NICHOLS ROAD FILE NO.. CIE ENGINEER RCE N0. 83156 DA 7E 5/16/22 r9p ECiRI `T �O� DATE: TITLE SHEET CITY OF LAKE ELSINORE BRIAN OVERLEY .EE No.20627 DATE OF CA 22-064 govirg:L 1Y6-055 N;mmas Ranh-\66J-PLV-5R-hYCHLKS-001 dry La t PRE SarcJ'5716/Z011438 AM Poa 571611 2 9:39 AY &y Brion O y IL PULL BOX LID rAHOTOELECTRICAL CONTROL UNIT/ MIN.TO FLUSHED WITH GRADE REMO SEE BELOW DETAIL ALUSHORTING CAP PRESTRESSED a"MAX.LIP TO CONCRETE WIRES 12' L1 FINISHED GRADE-" RADE W1 STEEL xi j isLED LUMINAIRE )n oOa PLATE pr Yy ASTM A36 rv3 COIL SLACK EXTENTION WHEN PULL CONDUIT BOX HOUSE IS SPECIFIED M PIPE 112" RACEWAY OR AS NECESSARY SEIAFICROSS Ai SECTION DETAIL BOLT SLOT BASE PLATE AND CIRCLE AS PLATE PULL BOX SHALL REST ELEVATION PRESTRESSED TO POLE FIRMLY ON A 6"THICKOLE,BED OF}"CRUSHED W HI ROCK EXTENDING 6' 1. ALL POLES SHALL BE FRONDED WITH A CLEAR,FACTORY APPLIED ANERSHIEID 1"CONDUIT 90'SWEEP BEYOND THE OUTSIDE SIDE VIEW ANTI-GRAFFlT COATING AND SHALL BE ADJUSTED TO MISS DRIVEWAYS,EXISTING PROFILE VFW 2 CONDUIT EDGE OF THE PULL BO% _ UTIIJTY POLES,AND OTHER OBSTRUCTIONS BY AT LEAST FIVE FEET. 2. CONCRETE POLES SHALL BE TAPERED,CENTRIFUGALLY CAST AND PRESTRESSED. POLES SHALL BE BLACK AND WMI1E MARBLE AGGREGATE OR NATURAL EXPOSED INSTALLATION DETAILS i AGGREGATE.POLE SHAPE AND COLOR SHALL BE UNIFORM FOR My ONE RI.P BOX DIMENSION TAB IL -11 COARSE THREAD PROJECT,REPLACEMENT POLES SHALL MATCH EXISTING. PENTA HEAD BOLT {� F POLE ID TAG PULL ROX COVER STAINLESS STEEL I D 3 SIALLHBE STNNLL55 STEEL TAMPERPROOF BOLTSNOF THE TYPE NINI WITH PULL BOX FLAT WASHERDE 0 A PENIEHEAD WRENCH.ANTI BZE SHALL BE USED. M L1 WI 4. POLE IDENTIFICATION TAGS MUST BE PROVIDED FOR ALL CITY OWNED STREET MIN. MIN. TE D L W a LIGHTS. 6 MAST ARMS SHALL BE MINIMUM TWO414UH(2T I.P.S.GALVANIZED STEEL OR NO.3} V-3" 9- 13" 13' 1'-3}'-V-3a'10"-10}' - - ALUMINUM AND SHALL BE SELF-SUPPORTNG MTIOUT BRACES,SCROLLS OR N0.51'-8' 11' 2' 13' 1'-11}" 1'-1>!' CAST-IN BOLT I RODS.THEY SHALL HAVE A MINIMUM OF SIX INCHES(61 OF HORIZONTAL GRIPPER °f 1" STRAIGHT SECTOR AT TIE END OF THE ARM TO MOUNT TO A I.P.S.SUP FITTER NO.62-4}1'-3}' 2' 2" 2'-6}' V-5}" }'-13 UNIFIED TYPE LUMINAIRE MOUNT.MAST ARMS SHALL BE EIGHT FEET(8')LONG FOR ALL NATIONAL COARSE - HANDHOLE LUMINAIRES THREAD JAM NUT COVER PLATE 9. ALL LED LUMINAIRES SHALL HAVE A PHOTOCELL RECEPTACLE UNLESS ON MULTPIE—MEE SYSTEM IN WAHICH CASE A RAN TGHT SHORTING CAP SHALL 1. FOR CONDUIT INSTAl1ATON SEE STD.DWG.N0.421, _ WITH THREADLOCKER BE INSTALLED ON THE UNUSED RECEPTACLE.PHOTOELECTRICAL CONTROL UNIT CONDUIT TRENCH SHALL BE COMPACTED TO 901[ -13 COARSE TYPICAL COVER 30'X30"XY SHALL BE FlSIIER-PIERCE RIBS-2-105-305VAC LID OR APPROVED EQUAL RELATIVE COMPACTION THREAD INSERT t0.STREET UGHT POLES.MAST ARMS AND LUMINAIRES NOT MEETING THESE 1.1. NEW CONDUITS SHAL MINIMUM 2'PVC PIPE WITH DRAINAGE CAPTIVE BOLT CONCRETE STANDARDS SHALL BE APPROVED BY CITY ENGINEER AND SHALL BE DESIGNED SCHEDULE 80 HOLE KNOCKOUT CAP FOR(100-MPH)WINDS WI GISTS TO(130 MPH)IN CONFORMANCE WITH 1.2 CONDUITS SHALL BE ENCASED IN A MINIMUM OF SHALL BE REQUIREMENTS OF THE AASHTO DESIGN CRITERIA AND BE CAPABLE OF THREE INCHES I OF SAND ON ALL SIDES (DRAINAGE HOLE) 560-C-3250 HANDDNG THE EPA AND WEIGHT OF THE LUMINAIRE 1.3. CONDUITS SHALL BE WED TO A DEPTH OF NOT LESS THAN(W-)UNLESS PLACED UNDER SIDEWALK 3' IN WHICH CASE ONLY(18')SHALL BE REQUIRED. 1.4. LOCATGN TAPE SIULL BE INSTALLED MOW THE SAND LAYER ALONG THE LENGTH OF THE CONDUIT w'siNMEss sTm TRENCH TYPICAL THREADED EMSS IN WITH APPROVED POLES-AMERON SERIES 1C1-BASE PLATE STYLE 1.5. CONDUIT RUNS SHALL HAVE A MAXIMUM LENGTH OF FREORCE—WARMER 1.35' 200 FEET INSERT CATALOG OVERALL BASE ANCHOR 2. PULL BOX SHALL BE INSTALLED (mv'L z) ROADWAY CLASSIFICATION NUMBER POLE HEIGHT O.D BOLT 2.1. PULL BOX THAT FEEDS INTO SCE SERWCE PUNT /9 UbEL MINOR LOCAL&COLLECTOR 1C723 2T-3 8 1-X36"X4" _ SHALL BE A/5 PULL BOX AND W11HIN 5'OF THE ZTRTE lAm rn EET SEE STANDARD DRAWING „— PEDESTAL HNrow / wnHG s� NO.5D9 FOR SECONDARY AND MAJOR 1C125 25-9" 8 1-X36-X4' -� 2.2. WITHIN 5'OF EACH STREET UGHT MArNUFAc- FOUNDATION DETAILS URBAN ARTERIAL&EXP.WAY 1C128 28'-3" 9 1'X36-X4- 2.3. WHERE MORE THAN TWO CONDUIT RUNS INTERSECT 1 i LOGO 2.4. WNERE CONDUIT RUNS ARE MORE THAN 200'LONG �r 25. AT THE END OF CONDUIT RUN ,� SLOT em,d- 1 28. AT CRITICAL AN PUNTS AND AS ORDERED BY TER vrH APPROVED LED LUMINAIRES-GE EVOLVE LED ROADWAY LIGHTING r1 CTY ENGINEER 1 2]. PULL BOXES LOCATED IN DRIVEWAY OR WITHIN ROADWAY CLASSIFICATION GE EVOLVE CATALOG NO. WATTAGE 5-FEET OF DRIVEWAY SRALL BE TRAFFIC RATED(SEE CN.TRANS STANDARD FOR TRAFHC RATED PULL BOX. L CUL-DE-SACS AND STUB ENDS - - -- - 2.8. NO PULL BOX SHALL BE PLACE IN THE PLANTER W MINOR LOCAL&COLLECTOR ERL 03-83-27-A-GRAY-L 1 AREAS 2.9. PULL BOX COVIIR SHALL BE ETCHED POLYPROPYLENE LONI M1N0 SECONDARY AND MAJOR ERL1-0-09-C3-30-A-GRAY-L _ FACE ANCHORED IN CONCRETE WITH ULTRA-WOET URBAN ARTERIAL&EXPRESSWAY INHIBITOR COVER DETAILS INTERSECTION SAFETY LIGHTS L1 _ _ _p_ py_L POLE ID TAG aFVISION ENGINEERING DATE_ CITY OF LAKE ELSINORE RE 'ON ENGINEERING CATS: CITY OF LAKE ELSINORE o APPROVED BY STREET LIGHT STANDARDS o APPROVEDBY STREET LIGHT STANDARDS PULL BOX AND NO. STREET LIGHT POLE,POLE ID NO. CLY ENGINEER DATE CONDUIT INSTALLATION 510 CITY ENGINEER DATE MAST ARMAND LUMINAIRE 508 ©EDISON° POUF,SEE STD. nnx...m...x.°c,..r.„, DWG.N0.508 Figure 3-28:Non-Residential,Unmetered SGEI PULL BOX 0-200 A—0-240 V—Single-Phase—LS-28,Street Lighting Systems Only SEE WIRING SEE STD.DWG. DETAIL BELOW-,,,, fINO .510 �30"X30'X7"KNOCKOUT Customer Owned CAP CONCRETE SHALL Handhole i-_Gretle_ BE 560-C-3250 COILED SLACK FINISH GRADE Customer ANCHOR BOLTS ' CRUSHED ROCK PULL BOX SEE provded SEE STD.DWG. STD.DWG.NO.510 Fusing w NO.508 ' .. GROUNDING CAP 00 SEE NOTE 5 1'CONDUIT u,0 ---Crushetl Rock w '� 2'CONDUIT CONCRETE SHALL BE 560-C-3250 AND 90'SWEEP POURED AGAINST SCE Conduit to UNDISTURBED EARTH Cusomer Handhole---+ Customer COnduiSt u -, ---Single Customer$IreellighH J_.. - 5 AMP GROUNDING COIL FOUNDATION FUSE MAX SEE NOTE B No 1): SEE NOTE 4 •� DETAILS SEE NOTE 6- 1. LS-28 pR,A, an unmetered point of—ice for,single wstomerownsd slreedight. WEATHER DO NOT 2. AdedicatedserWreshall be provided hom anexisting disubUUon system too customerhandhole. TIGHT FUSE WHITE 3. Pulnts of service shall be designed up W.antl Indudirg Ne=tamer owned handhole par SCE seeeflighl standards. P OLE POLE SEALANT NEUTRALS 4. Customer shag fumish and Install all of the malarial listed below: 6'SIDEWALK ❑Customer Owned Handhole with C—mar PmAded labeling 18'MIN. O Dud.bendVexcavat1,m back to the distdbution source �8'SDEWAl1C.�( SEE NOTE 7 O Cable.and other materials ham handhole to streelllght D Other meledal es requlretl D Photomnlrollar D Fusing per NEC standards FOUN FOUNDATION WRUNG DETAIL Table 3-8:LS-2B Streetlight Design Requirements BEHIND C&G HandhoMM NOTES Stmctum Malarial Location Conduit Contluctor 1. STREET UGHT PULL BOX SHALL BE 5'MAX AWAY FROM STREET UGHT (W x L X O) POLE 2. STREET UGHT WIRE INSULATION MARKINGS SHALL BE PER LATEST 13'x24-x 15' Plastic Parkwaysandiell FOIE GREENBOOK SPECIFICATIONS 1I Xx E TOR x24' Concrete $Mewalka and mncrab 1-1/2' WB Al dupbx 3. ALL CONNECS SHALL BE TAPED WITH ELECTRICAL TAPE AND MADE WATER-TIGHT M Customer Owned Handhole. 6'SIDEWALK PMAN Rj 4. OPEN COIL(PER N.E.C),15'NO.4 BARE STRANDED'MRE-COILED 3' BENCH MARK.BM B-95-61 BELOW FOUNDATION AND SECURELY FASTENED TO ANCHOR BOLT FOR FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND 5 UROUNDING. ATTACH GROUND'WIRE TO ANCHOR BOLT WITH BRASS/COPPER NICHOLS ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER AND 38 IF LESS THAN 2'. GROUNDING CLAMP FEET NORTHEASTERLY TO BENCHMARK. 10 FEET SOUTHERLY OF A EXTEND A 2'WIDE 6. FUSE SHALL BE INSTALL IN ONE DIRECTION ONLY.FOR 240V SYSTEM LIGHT STANDARD AND 10 FEET SOUTHERLY OF ENO OF CURB. SET CONCRETE PAD USE 2 PULL FUSE HOLDER TYPE HEB-AA BETWEEN SIDEWALK 7. CONNECT GREEN GROUNDING'WIRE WITH 2'OF SIACK TO BARE NO.4 CHISELED SQUARE ON NORTHEASTERLY CURB. AND STREET UGHT STRANDED WIRE ELEVATION: 1271.76'(NOW 29) FOUNDATION 8. SYSTEM NEUTRAL AND GROUND/BONDING WERE MUST BE SECURED �C�I``''(� I�1��lI� FOUNDATION TOGETHER WITH BRASS/COPPER ARPPROVED CONNECTION UC7Af-- VDo �S WTTTiM PLANTER AREA REv61ON ENGINEERING DATE D E ° CITY OF LAKE ELSINORE nPPROVEDBY STREET LIGHT STANDARDS DIAL 1W0 WORYJNG BEFORE "�� DAYS BEFORE FECTVeDATE STREET LIGHT FOUNDATION DETAIL YOU DIC YOU DIG Under CI ENGINEER DAZE NO. 1-25-2019 ground Bervlce Connecllons 0-600 v ESR-3 509 TOLL FREE 1-800-422-4133 PPPRO�D p/� ectTCa rvce Requirements FAG` A PUBLIC SERVICE BY / ►SCE Public �49 UNDERGROUND SERVICE ALERT ERSC 05/26/2022 MB THIS PLAN SET SUPERSEDES ORIGINAL PLANS DATED 08-12-2021. ENG-2020-00378 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY. l SEAL AS BUII T" C/TY OF LAKE ELSINORE SHEET NO, CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN OQROFESSTO1,< FOUND ACCEPTABLE. 27201 Calle Juanita �Q. ONARD DG Fy RCE EXP. DATE . CANDELA Dana Point, CA 92624 _ c RENEWED er STREET LIGHT IMPROVEMENT Ph. 949.2011333 w Q No.2062724 of 4 s rs INSPECTOR DATf FOR TRACT 37305 `I _ ENGINEERING candelaengineering.com o'DY EXP.03 31 -A 5-26-2022 *m / / * SCALE.., AS SHOWN NICHOLS ROAD FILE NO.. 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