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HomeMy WebLinkAboutENG-2020-00380 STREET LIGHT PLAN 21-174-21-178 GENERAL NOTES C17Y OFLAKE ELSINORE ­7 PROJECT 1. NOTE 70 CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U77LITY PIPES OR STRUCTURES LOCATION SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION,NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, a -O. � 05 RIVERSIDE COUNTY PIPE OR STRUCTURE Wg7HlN THE LIMITS OF THE PROJECT THE CONTRACTOR IS REQUIRED 70 TAKE ALL DUE N PRECAUTIONARY MEASURES FOR THE PR OF ALL UPURES PIPES OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT.ANY U77LlTY(IESJ DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SA 77SFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR,AT HIS ��+/� �//�/�� NICHOLS EXPENSE MEET LICHT /MI /IO�ENT k NICHOLS RD 2. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENT OF CITY OF LAKE ELSINORES CURRENT T EIICO NIS AVE n IMPROVEMENT STANDARDS AND SPECIFICA 77ON AND AS INDICATED IN THIS MANUAL.IT IS THE CONTRACTORS TT 37305 `m RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. CITY OF J. THE CONTRACTOR SHALL N07IFY THE CITY PUBLIC WORKS INSPECTOR,FORTY-EIGHT(48)HOURS PRIOR TO LAKE ELSINORE BEGINNING ANY WORK.CALL FOR INSPECT/ON AT(951)674-3124,EXTENSION 247,BETWEEN THE HOURS q t s OF 9:00 AM AND 4:00 PM,MONDAY THROUGH THURSDAY. 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CAL TRANS TRAFFIC MANUAL AND WATCH SHEET 3 MANUAL AT ALL TIMES DURING CONSTRUCTION,AS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTA DVE.FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. 5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTA 77VE AT THE JOB SITE,A _ A 441-ClYq ALL TIMES DURING CONSTRUCTION. 'l' 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCA77ON OF ANY —.. "�" VICINITY MAP U DEI �OA� TIES CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED,A7 LEAST FORTY-EIGHT(48)HOURS PRIOR "—" _ _ _ 70 BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT 1- _ - _ - - _ —w_y NOT TO SCALE 800-422-4133,AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK. _ 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCATION THOMAS GUIDE,PAGE 836, GRID B7,2006 AND COST OF ALL EXIS77NG U77LI77ES. 49 \\ �9 �� 2"6--25 24 y\, SAN BERNARDINO&RIVERSIDE COUNTY EDITION 8. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE dWTHIN PUBLIC RIGHTSOF- I\ I x 8 23 22 21 0 \, WA Y.BEFORE ISSUANCE OF SAID PERMIT, THE CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY I 47 ENGINEER WITH CERTIFICATE OF INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE 50 \ 1 - — _ 17 \, /r OWNER/APPLICANT CIVIL ENGINEER ENCROACHMENT PERMIT MUST BE PRESENT A THE JOB SITE DURING THE TOTAL TIME OF THE PROJECT a _ --_ _ CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS. ' \I II 46 / K ��, 16 15 _ —_ NICHOLS ROAD PARTNERS,LLC K&A ENGINEERING, INC. 9. IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO,8 OFFICE OF CAL TRANS PLEASE '51 + I I 1 29 I 144 �`, P.O. BOX 77850 J57 N. SHERIDAN STREET, SUITE 117 MAKE REFERENCE TO THIS FACT IN THE'GENERAL N07fS°SECT/ON OF THE IMPROVEMENT PLANS I 45 I °`\ —— 13 ,—p CORONA, CA 92877 CORONA, CA 92880 52 30 96 �, PHONE (951)277-3900 PHONE: (951)279-1800 10. THE SERVICE POINT ARE SUBJECT TO REWSION BY FINAL SCE PLANS IT SHALL BE THE DEVELOPERS I 1 1 I -0,97 I I — RESPONSIBILITY 70 PROVIDE THE PROPER SERVICE TO THE STREET LIGHTS SHOWN ON THIS PLAN 53 I I 44 31 i 95 1 i 119 �� 9 i/. THE DEVELOPER SHALL BE RESPONSIBLE FOR PRONDING CONDUIT AND CONDUCTORS FROM THE STREET LIGHTS I - 1 98 y 8 SOILS ENGINEER SCE PLANNER TD APPROVED SERVICE POINT FURNISHED BY SCE I 7 6 I I 43 \_ I I I I 118 / I � � Gf07EK,INC' VAT,ROSALES 12. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR AN ENCROACHMENT PERMIT I 54 I I I 32 `G I I 94 1 T / 4` .— 1548 NORTH MAPLE STREET 42 33_ 99 4 121 _ VHONE.N(951) 15-SCE COM FOR WORK PERFORMED WITHIN CITY RIGHT-OF-WAY. 55 �� I I I � l I -- _ CORONA, CA. 92880 PHONE : 1 I I 1 93 '00 1 &� ' _ I l �34 - CONTACT: ANNA M. SCOTT (951)315-1637 SCE SERVICE PLANNER_ WORK ORDER NUMBER 1 110 1 116 1 C \ (951)-710-1160 - ENERGY CHARGES PAID BY -- -- (DEVELOPER,LMQ OTHER). I I _. � 1 1 1 �,122 Q I 133 \\ \ 56 41 34 92 � I 1 2 OTHER N077CES/PRECEDENCE 1 I -- 1 I I I 123 C I 132 BASIS OF BEARINGS THESE SPECIFICATIONS ARE NOT COMPLETE-IT IS A SUPPLEMENT TO THE LATEST EDITION OF THE STANDARD I I 57 i i 40 35 1 91 102 I j 115 W; THE BASIS OF BEARING FOR THIS SURVEY IS DERIVED FROM AN ONLINE POSITIONING USER SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION'GREEN BOOK'AND THE CITY OF LAKE ELSINORES STANDARD I I SERVICE OPUS SOLUTION USING THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, 124 m I (OPUS) SPECIAL PROVISION IN CASE OF CONFLICT W17H THE GREEN BOOK OR CITY OF LAKE ELSINORE STANDARD SPECIAL I I I 1 1 � ^ I I ��1 ZONE 6, BASED LOCALLY ON CONDNUOUSLY OPERATING REFERENCE STA➢DNS(CORS) "CNPP", PROVISIONS THESE SPECIFICATIONS SHALL TAKE PRECEDENCE $8 I 36 I I I 114 I il= 90 103 I I P474'; AND "SBCC'; NAD_83(2071J EPOCH 2O10.00 AS SHOWN HEREON. ALL BEARINGS NOTICE TO CONTRACTORS 39 j 125 SHEET 5 SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS I OR DEEDS AS SHOWN PER THAT RECORD REFERENCE ALL DISTANCES SHOWN ARE GROUND CONSTRUC7ON CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION 59 - 113 / 1 130 DISTANCES UNLESS SPECIFIED OTHERWISE GRID DISTANCES MAY BE OBTAINED BY MULTIPLYING PRACTICES CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE 38 37 j 89 104 III - 126 1 THE GROUND DISTANCE BY A COMBINATION FACTOR OF 0.99990957 CALCULATIONS ARE MADE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUC77ON OF THE PROJECT, — I AT CONTROL POINT "99" WITH COORDINATES OF N2200064.438 (GRID) E 6222480.222 (GRID) INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO 112 C I I I 129 1 1 \ I USING AN ELEVATION OF 7462.062(NGV029). APPLY CONTINUOUSLY AND N07 BE LIMITED TO NORMAL WORKING HOURS 127 AND CONSTRUCTION s=��' I B8 10$ 1 \ CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM I 1\ ANY AND ALL LIABILITY REAL OR ALLEGED IN COIVNEC7ON WITH THE PERFORMANCE OF WORK ON THIS PRIVATE ENGINEERS NOTICE TO THE CONTRACTOR. PROJECT,EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. L_ J 4 87 106 \ \ 777 128 6O I I 1 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES CONDUITS, OR ALL CONTRACTOR AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS I 73 1 \ \ STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND I \ S6 107 \ 11O TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE \I \ �� ' " THESE PLANS THE CONTRACTOR IS EXPECTED TO TAKE PRECAUT70NARY MEASURES TO 7S \ a \ \ PROTECT THE U77LITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS"OF THE US DEPARTMENT OF LABOR AND WITH THE I 61 I 1 72 85 / ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES CONDUITS OR STRUCTURES SHOWN STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". THE 1 \ \ 108 e 1 1 \ \ . CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS 1 I \ 76 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND \ \ OR NOT SHOWN ON THESE PLANS COMPLIANCE WITH SAID REGULA7ONS AND ORDERS. 62 \ COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION \ \ {\ \ 84 109 / ON THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS OR PROPERTY, THAT THIS REQUIREMENT \� as SHALL APPLY CON77N000SLY AND NOT BE LIMITED TO NORMAL WORKING HOURS,' THAT THE I 63 70 77 83 / / CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE COUNTY, THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH NOTIFICATIONS \ \ 69 7$ S2 AM THE PERFORMANCE OF WORK ON THIS PROJECT THE CONTRACTOR SHALL CALL IN A LOCATION 64 REQUEST TO UNDERGROUND SERVICE ALERT (USA) PH. 1-800-221-2600, TWO (2) WORKING CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES AT LEAST 48 HOURS \ DAYS PRIOR TO DIGGING. NO ENCROACHMENT PERMIT ISSUED BY THE RIV CO. TRANS DEPT IN ADVANCE OF STARTING CONSTRUCTION OR EXCAVATION: I j 79 \ SHALL BE VALID INVOLVING UNDERGROUND FACIL177ES UNLESS THE APPLICANT HAS AN INQUIRY 65 68 �\\ IDENTIFICATION NUMBER ISSUED BY UNDERGROUND SERVICE ALERT CARE SHOULD BE TAKEN TO RIVERSIDE COUNTY TRANSPORTATION (951)955-6880 I \ 80 — o PREVENT GRADED DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. DEPARTMENT- CONSTRUCTION SECTION. I CONSTRUCT/ON MOTES 66 SPECTRUM (951)406-1690 \ 81 (OTY) 0 DESCRIPTION FRONTIER (800)J66-7801 67 / (25) O1 INSTALL AMERON CONCRETE STREET LIGHT POLE PER CITY STD. DWG. 508&STD. DWG. 509: ELSINORE VALLEY MUNICIPAL WATER DISTRICT, (951)674-3146 SHEET INDEX MAP AMERON IC125 WITH 8'MAST ARM&GE EVOLVE ERLl-O-03-B3-27-A-GRAY-L(SCE LS-2B) RIVERSIDE COUNTY FLOOD CONTROL DISTRICT (951)955-1200 / (4) 1A INSTALL AMERON CONCRETE STREET LIGHT POLE PER CITY SID. DWG. 508&STD. DWG. 509: SOUTHERN CALIFORNIA GAS CO.: (800)427-2200 SHEET 4 SCALE.' 1"=100' AMERON IC125 WITH 8'MAST ARM&GE EVOLVE ERL7-0-03-D3-27-A-GRAY-L(SCE LS-2B) SOUTHERN CALIFORNIA EDITON CO.: (800)655-4555 / (29) O INSTALL LS-2B CUSTOMER HANDHOLE PER ESR 3-49(SEE SHEET 2A)N0. 5 PULL BOX UNDERGROUND SERVICE ALERT(USA). (800)422-41JJ OR 811 0 100 200 J00 400 (lJ"X24 X24)PER CITY SID, DWG. 510 AND CAL TRANS STANDARD DWG. ES-8.INSTALL(2)5AMP FUSES(BUSSMAN/HEB-AA) WITHIN HANDHOLE AND(2)#10 THHN/THWN-2-CU&(1)J/10 CU-GND IN i"SCHEDULE 80 PVC TO STREET LIGHT. BENCH MARK.BM B-95-61 FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND NICHOLS ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER AND 38 FEET NORTHEASTERLY TO BENCHMARK. 10 FEET SOUTHERLY OF A LIGHT STANDARD AND 10 FEET SOUTHERLY OF END OF CURB. SET CHISELED SQUARE ON NORTHEASTERLY CURB. ELEVATION: 1271.76'(NGW 29) ENG-2020-00380 a LEGEND INDEX OF SHEETS ��RT 3:F0 PROPOSED STREET LIGHT(REFER TO CONSTRUCTION NOTES FOR FIXTURE SPECIFICATIONS) SHEET EXISTING STREET LIGHT NO DESCRIPTION DIAL 1W0 WORKING BEFORE DAYS BEFORE � PROPOSED UNDERGROUND CONCRETE PULLBOX NO 5(SCE LS-2B POINT OF CONNECTION) 1 TITLE SHEET YOU DIG YOU DIG 2 ELECTRICAL DETAILS TOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY 3-$ STREET LIGHT PLAN UNDERGROUND SERVICE ALERT ERSC 05/26/2022 MB THIS PLAN SET SUPERSEDES ORIGINAL PLANS DATED 07-19-2021 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY. l SEAL FESS/p 'AS BUILT" C/TY OF LAKE ELSINORE SHEET NO.. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE. 27201 Calle Juanita �Q.w��F,NARD 0L Fy RCE EXP. DATE CANDELA Dana Point, CA 92624 Q_ c REVIEWED BY.. STREET LIGHT IMPROVEMENT 1 ' ^ Ph. s49.201.1333 1 Q -m FOR TRACT 37305 � ENGINEERING candelaengineering.com N0.2D631 m m EXP.03/31/24-c INSPECTOR DA7f OF 5 SHTS 5-26-2022 +`� * * SCALE.., AS SHOWN FILE NO CITY ENGINEER RCE N0. 8JI56 DATE 5/i6/22 r F<ECTRI C 9p ��P TITLE SHEET `T P � CITY OF LAKE ELSINORE BRIAN OVERLEY R. .E No.20627 DATE FOF CA1-\FOB DATE 21-174 Oroxirg:L IY9-O65 Nimdas Ranh-\JZJBSI66J-KN-SIT,-JZJBS-GOl.dxg Lo f.IIRF Sarcd:"6M22 9:M AM PbNM:5/I6/2022 9:49 AN By.Brian-y REMOVABLE PHOTOELECTRICAL CONTROL UNIT/ ALUMINUM SHORTING CAP PRESTRESSED PULL BOX LID TOP CAP 8'(TYPICAL) CONCRETE 1WRES }"MIN. LIP FLUSHED WITH GRADE a 12' a"MA%.LIP SEE BELOW DETAIL 3"STEEL LED LUMINAIRE , oOo PLATE 2a"DIA. !t ASTM A36 Ll FINISHED GRADE N ALUMINUM PIPE } ! j 12' CONDUIT 1 SHAFT CROSS RACEWAY COIL SLACK EXTENTION WHEN PULL 4 rv3 BOX HOUSE IS SPECIFIED SECTION DETAIL BOLT SLOT OR AS NECESSARY BASE PLATE AND CIRCLE o i ELEVATION SLOTTED BASE PLATE o X PRESTRESSED TO POLE [AMSEE POLE, PULL BOX SHALL REST SEE BELOW NOTE6 TABLE 1. ALL POLLS 91ALL BE PRONGED N1H A CLEAR,FACTORY APPLIED AMERSHIELD FIRMLY ON A 6"THICK ANT-GRAFFITI COATNG AND SHALL BE AOJJSTED TO MISS DRIVEWAYS.EXISTING BED OF i CRUSHED = UTUTY POLES.AND OTHER OBSTRUCTIONS BY AT LEAST FIVE FEET. ROCK EXTENDING 6' 2. CONCRETE POLES SHALL BE TAPERED,CENTRIFUGALLY CAST AND PRESTRESSED. 90'SWEEP BEYOND THE OUTSIDE POLES SHALL BE BLACK AND WHITE MARBLE AGGREGATE OR NATURAL EXPOSED 1'CONDUIT 2"CONDUIT SIDE VIEW W AGGREGATE.POLE SHAPE AND COLOR SHALL BE UNIFORM FOR ANY ONE PROFILE VIEW EDGE OF THE PULL BO% yy PROJECT.REPLACEMENT PLIES SHALL MATCH E%ISTINC. i S POLE M TAG 3. POLE HAND HOLE COVER PLATER SHALL BE ALUMINUM AND SECURING BOLTS INSTALLATION DETAILS u SHALL BE STAINLESS STEEL TAMPER-0ROOF BOLTS OF THE TYPE INSTALLED WITH PULL 130X DIMENSION TABU }-13 COARSE THREAD --II A RENTHEAD WRENCH.ANTISEIZE SHALL BE USED. PENTA HEAD BOLT 1� 2 4. POLE IDENTFICATON TAGS MUST BE PROVIDED FOR ALL CITY OWNED STREET PULL BOX COVER STAINLESS STEEL I D LIGHTS. PULL BOX FLAT WASHER DE _ B. MAST ARMS SHALL BE MINIMUM TWOINCH(21 I.P.S.GALVANIZED STEEL OR MIN.DEPTH MIN.DEPTH L7 AMIN. TE ALUMINUM AND SHALL BE SELFSUPPORTING"TROUT BRACES.SCROLLS OR BOX EXTENSION MIN. L W 3 RODS.THEY SHALL HAVE A MINIMUM OF SIX INCHES(89 OF HORIZONTAL AIGHTSECTION AT THE END OF THE ARM TO MOVNff TO A II SLIP FITTER NO.3} 12' N/A 1'-3- 1'-3}'-1'-3a'10"-101 ' -� TYPE LUMINAIRE MOUNT.MAST ARMS SHALL BE EIGHT FEET 011 LONG FOR ALL CAST-IN BOLT I LUMINAIRES NO.5 1Y 10" 1'-8" 1'-11J" 1'-13" GRIPPER •f 1 iHANDH PL g, ALL LED LUMINAIRES SHALL HAVE A PHOTOCELL RECEPTACLE UNLESS ON N0.6 12' 10- T-4} 2'-6}" V-5}" COVER PLATE MULTIPLE SERMCE SYSTEM IN WHICH CAGE A RAIN TIGHT SHORTING CAP SHALL }'-13 UNIFIED BE INSTALLED ON THE UNUSED RECEPTACLE.PHOTOELECTRICAL CONTROL UNIT NATIONAL COARSE SHALL BE FISHER-PIERCE�rTRS-2-105-305VAC LED OR APPROVED EMAL NNESS THREAD JAM NUT W 30'X30"X7" 10.STREET LIGHT POLES,MASP ARMS AND LUMINAIRES NOT MEETING THESE 1. FOR CONDUIT INSTALLATION SEE STD.DWG.NO.421, _ WITH THREADLOCKER S CONCRETE STANDARDS SHALL BE APPROVED BY CITY ENGINEER AND SHALL BE DESIGNED CONDUIT TRENCH SHALL BE COMPACTED TO 90% }-13 COARSE TYPICAL COVER KNOCKOUT CAP FOR(100-MPH)FUNDS NIH GUSTS TO(130 MPH)IN CONFORMANCE WITH RELATIVE COMPACTION THREAD INSERT CAPTIVECOVE SHALL BE REQUIREMENTS R 111E AASHTO DESIGN CRITERIA AND BE CAPABLE OF 1.1. NEW CONDUITS SHALL MINIMUM 2'PVC PIPE WITH DRAINAGE BOLT 560-C-3250 HANDLING THE EPA AND WEIGHT OF THE LUMINAIRE. SCHEDULE 80 HOLE 3" 1.2 CONDUITS SHALL BE ENCASED IN A MINIMUM OF THREE INCHES(Y)OF SAND ON ALL SIDES (DRAINAGE HOLE) 1.3. CONDUITS SHALL BE WED TO A DEPTH OF NOT LESS THAN(30-)UNLESS PLACED UNDER SIDEWALK IN WHICH CASE ONLY(18-)WALL BE REWIRED. APPROVED POLES SERIES 1C1-BASE PLATE STYLE 1.35' 1.4. LOCATION TAPE WALL BE INSTALLED ABOVE THE CATALOG OVERALL BASE ANCHOR SAND LAYER ALONG THE LENGTH OF THE CONDUIT wAlmvMiAA..T SS— ROADWAY CLASSIFICATION NUMBER POLE HEIGHT O.D BOLT �1 TRENCH TYPICAL THREADED roRiaD"wACOR R 1.5. CON IT RUNS SHALL HAVE A MAXIMUM LENGTH OF INSERT SEE STANDARD DRAWING MINOR LOCAL&COLLECTOR 1C123 23'-3" 8 1"X36'X4' 200 FEET. (TOTAL x) NO.509 FOR SECONDARY AND MAJOR 1C125 25'-9' 8 1"X36-X4- -� 2. PULL BOX SHALL BE INSTALLED Au SE FOUNDATION DETAILS 3 2.1. PULL BOX THAT PEFDS INTO SCE SERVICE PUNT � plPER -s T URBAN ARTERIAL&EXP.WAY 1C128 28-3 9 1"X36"X4" SHALL BE A/5 PULL BOX AND WTHIN 5'OF THE PEDESTAL HARow RMTx 1 2.2. WITHIN 5'OF EACH STREET LIGHT U T1R's LI%b 2.1 WHERE MORE THAN TWO CONDUIT RUNS INTERSECT APPROVED LED LUMINAIRES-GE EVOLVE LED ROADWAY LIGHTING 2.4. YMERE COMMIT RUNS ARE MORE THAN 200'LONG F X 4'PULL 1 25. AT THE END OF CONDUIT RUN ,� SLOT WTn d' ROADWAY CLASSIFICATION GE EVOLVE CATALOG NO. WATTAGE 26. AT CRITICAL AN POINTS AND AS ORDERED BY Tax Plx - - - -- -L COPY ENGNEER CUL-DE-SACS AND STUB ENDS _ AY-L 1 2]. PULL BOXES LOCATED IN DRIVEWAY OR WITHIN MINOR LOCAL&COLLECTOR 5-FEET OF DRIVEWAY SHALL BE TRAFFIC RATED(SEE SECONDARY AND MAJOR L - - - -A- Y-L CALTRANg STANDARD FOR TRAFnC RATED PULL BOX. L 2.8. No PULL BOX SHALL BE PLACE IN THE PLANTER URBAN ARTERIAL&EXPRESSWAY L - - - -A- Y-L w n�nu AREAS Is INTERSECTIONSAFETY LIGHTS ERL1-0-09-D3-30-A-GRAY-L 4W POLE III TAG 2.9. PULL BOX COVER SHALL BE ETCHED POLYPROPYLENE LOID M1N0 FACE ANCHORED IN CONCRETE NTH ULTRA-WOLET REVISION DETAILS DATE CIT INHIBITOR COVER DETA Y OF LAKE ELSINORE RRVIVON ENGINEERING DATE D CITY OF LAKE ELSINORE APPROVED BY STREET LIGHT STANDARDS n APPROVED BY STREET LIGHT STANDARDS STREET LIGHT POLE,POLE ID NO. CI DATE MAST ARMANDLUMINAIRE 508 PULL BOX AND NO. OTY ENGINEER DATE CONDUIT INSTALLATION 510 ©EDISON' +.vusa.nnx..m...LLer POLE,SEE STD. Figure 3-29:Non-Residential,Unmetered Service— DWG.NO.508 0-200 A—0-240 V—Single-Phase—LS-2B,Street Lighting Systems Only PULL BOX SEE WIRING SEE STD.DWG. DETAIL BELOW NO,510 Cusomer Owned 30'X30'X7'KNOCKOUT Handma ��Grotle __ CAP CONCRETE SHALL BE 560-C-3250 COILED SLACK FINISH GRADE Customer ANCHOR BOLTS Providetl 'V CRUSHED ROCK PULL BOX SEE Fusing SEE STD.DWG. - STD.DWG.510 08 GROUNDING NDI GROUNDING CAP o� SEE NOTE 5 1'CONDUIT 0 --Crushetl Rock '^0 CONCRETE SHALL BE d. 2'CONDUIT - 5601 250 AND 90'SWEEP AMP xo 5 POURED AGAINST io SCE Cpnduil to Cuelamar Condull to '� UNDISTURBED EARTH Customer Handhale----r. Single Customer Str of llighl I- FOUNDATION FUSE M X SEE NOTE 8 NotNe): GROUNDING COIL SEE NOTE 6 SEE NOTE 4 �30'� DETAILS 1. LSall p ted MI Es hall p point of serviea(or a single WSW,,,,system to,wllight. 2. Adedlraled seMco shall tea providatl from on exlsUng tlisldbullon system loawsbmer handhale. WEATHER DO NOT 3. Polnls of.M.shxli be designed up b,arltl induding Ne custamar owned handhole per SCE sbeegighl standards. TIGHT FUSE WHITE 4. Cuslomershollfumish and Install all of Me starts)listed below: P OLE POLE SEALANT NEUTRALS ❑Customer Owned Hendhole with Customer provided labeling 6'SIDEWALK D Dud,trenchlexcavaticn back to the distribution source 18'MIN. D Cable,and other materials from handhole to dUallight SIDEWALK. SEE NOTE 7 D Other malerlat as req,INd D Phototonlbller D Fusing per NEC standards Table 3-8:LS-2B Slreetli ht Design Requirements FOUNDATION g g 9 WRUNG DETAIL BEHIND C&G HBndhebM struetun Melerlal Loeetlon Condull Conductor NOTES (WXLXD) 1. STREET LIGHT PULL BOX SHALL BE 5'MAX AWAY FROM STREET LIGHT POLE 13'x24"x15' Plastic Parkways and sell 2. STREET DGHT WIRE INSULATION MARKINGS SHALL BE PER LATEST 13-x 24'x24" Concrete SIdewalka and concrete 1-tYl WB Al duplex POLE GREENBOOK SPECIFICATIONS 3. ALL CONNECTIONS SHALL BE TAPED WITH ELECTRICAL TAPE AND MADE M Customer Owned Handhole. WATER-TIGHT 6'SIDEWALK PLANTER 4. OPEN COIL(PER WE.C),15'NO.4 BARE STRANDED NRE-COILED 3' BENCH MARK.BM B-95-61 AREA BELOW FOUNDATION AND SECURELY FASTENED TO ANCHOR BOLT FOR FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND 5 GROUNDING. ATTACH GROUND NRE TO ANCHOR BOLT WITH BRASS/COPPER NICHOLS ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER AND 38 IF LESS THAN 2'. GROUNDING CIA MP 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 13ETWEEN SIDEWALK 7. CONNECT GREEN GROUNDING NRE WITH 2'OF SIACK TO BARE NO-4 CHISELED SQUARE ON NORTHEASTERLY CURB. AND STREET LIGHT STRANDED WIRE ELEVA7/ON: 1271.76'(NGW 29J FOUNDATION 8. SYSTEM NEUTRAL AND GROUND/BONDING VANE MUST BE SECURED ��C��I``n''(V� I�1���lI� FOUNDATION TOGETHER NTH BRASS/COPPER ARPPROVED CONNECTION HC7Af_- V �S WITHIN PLANTER AREA REv6lON ENGINEERING °ATE D E A CITY OF LAKE ELSINORE APPROVED BY STREET LIGHT STANDARDS DIAL DAYS WORKING EFFECTIVE DATE Underground Service Connections 0-600 V ESR-3 STREET LIGHT FOUNDATION DETAIL NO. BEFORE ��� DAYS BEFORE 1-zs-zD19 YOU DIG YOU DIG APPRO ED 9 CI ENGINEER DAZE TOLL FREE 1-800-4YOU D 3 pl� ectncal ervice equirements PAGE 3�g 509 / ►SCE Publlc4 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ERSC 05/26/2022 MB THIS PLAN SET SUPERSEDES ORIGINAL PLANS DATED07-19-2021 ENG-2020-00380 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY. y SEAL AS BUILT" CITY OF LAKE ELSINORE SHEET NO, CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN OQROFESSTO�,< FOUND ACCEPTABLE. 27201 Calla Juanita �Q.w��C,NARO OL Fy RCE EXP. DATE CANDELA Dana Point, CA 92624 _ c REVIEWED BY STREET LIGHT IMPROVEMENT PI. 9 aengi eerie Q m FOR TRACT 37305 ENGINEERING 1333 candelaengineering.com ND.2062 m A J_`� ^ , m EXP.03/31/24-c INSPECTOR DATE OF 5 SH TS MON HABIB, RCE N0. 83156 5 2 DA 7E 2 h""^Mlt.Mw 5116/22 * FX 'f SCALE. AS SHOWN ELECTRICAL DETAILS FILE N0. CITY OF LAKECITY RELSINORE BRIAN OVERLEY rr R. .aaE. 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DWG. 508&STD. DWG. 509. NICHOLS ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER AND 38 AMERON 10125 WlH 8'MAST ARM&GE EVOLVE ERLi-0-03-B3-27-A-GRAY-L(SCE LS-2B) FEET NORTHEASTERLY TO BENCHMARK. 10 FEET SOUTHERLY OF A 7A INSTALL AMERON CONCRETE STREET LIGHT POLE PER CITY STD. DWG. 508&STD. DWG. 509. LIGHT STANDARD AND 10 FEET SOUTHERLY OF END OF CURB. SET AMERON 1CI25 WlH 8'MAST ARM&GE EVOLVE ERLi-0-03-D3-27-A-GRAY-L(SCE LS-26) CHISELED SQUARE ON NORTHEASTERLY CURB. ELEVATION. 1271.76'(NGW 29J O INSTALL LS-2B CUSTOMER HANDHOLE PER ESR 3-49(SEE SHEET 2A)NO. 5 PULL BOX (IJ-X24"X24-)PER CITY SID. 0 AND NS STANDARD DWC \\ // j�II lun o LEGEND FUSES(BUSSMAN//HEB-AA) WITHIN HIANDHOLEAANDA E(2) 0 HHN/HWN2-G I NSTALL )U&(1)#10 ^T CU GND � � PROPOSED S TREE T LIGHT(REFER TO CONS TRUC77ON NOTE FOR LIGHT SPECIFICA77ON) IN SCHEDULE 80 PVC TO STREET LIGHT. 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STREET LIGHT IMPROVEMENT ' ^ Ph. 949.201.1333 Q m FOR TRACT 37305 � ENGINEERING candelaengineering.com , N. 3/31 m m EXP.03/31/24-c INSPECTOR DATE OF 5 SH TS 5-26-2022 _`� * * SCALE.., AS SHOWN FILE NO CITY ENGINEER RCE N0. 83156 DATE �h""^ 9p ��P STREET LIGHT PLAN �w"���000 5116/22 `rT F<ECTRICP CITY OF LAKE ELSINORE BRIAN OVERLEY R. .E No.20627 DATE FOF CA1-\FOB DATE 21-176 pwlK P\14895 A4A.Yv BaM-1.17.i1$\B&T-HN-SR-ASG-ioiM lam'S1ME/LCMf pAN Sank SAB/`�P YM AY Pbtbt 5/iR/70t1 RK AY fiI MATCHLINE SEE SHEET NO. 3 l 59 38 37 89 1 1 104 — 10+46.gp R/W _ _CF HORSE CREEK RD. 1 2 1 2 — 1 2 112 L 88 105 —a 87 106 j1+gg.30` r LF �%RIW �> 2 1 m 60 73 2 74 \ 110 �, r W 30 30' �rR/w �� R/W 86 R/W V I — 20' I CF I `1 ,..30' 30f \'GF \ \ 107 CF D 20 �F / R Z 1 V CF 61 I \ \ �', z rT1 2 11z+zo.si 72 75 R/W d I � � 85 \ ti d O v 108 62 71 76 \ \ 1 \ 2k5a 2084 \ \ 109 63 70 \ 83 v R/ � 2 69 78 82 64 \ L \ 2 R/W // �O. CF 10.,6.�9 � / ��4 M 79 68 I —— 80 66 \ ., \ 81 / _ SCALE. i._�. \\ - \" 0 40 80 120 160 \ 67 i i i i J \ CONSTRUCT/ON NOTES 0 DESCRIPTION 0 INSTALL AMERON CONCRETE STREET LIGHT POLE PER CITY STD, DWG. 508&STD.DWG. 509. BENCH MARK:BM B-95-61 AMERON 1C125 WITH 8'MAST ARM&GE EVOLVE ERL7-0-03-B3-27-A-GRAY-L(SCE LS-2B) FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND 7A INSTALL AMERON CONCRETE STREET LIGHT POLE PER CITY STD. DWG. 508&STD.DWG. 509: NICHOLS ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER AND 38 AMERON IC125 WITH 8'MAST ARM&CE EVOLVE ERL7-0-03-DJ-27-A-GRAY-L(SCE LS-28) FEET NORTHEASTERLY TO BENCHMARK. 10 FEET SOUTHERLY OF A LIGHT STANDARD AND 10 FEET SOUTHERLY OF END OF CURB. SET O INSTALL LS-2B CUSTOMER HANDHOLE PER ESR 3-49(SEE SHEET 2A)NO.. 5 PULL BOX CHISELED SQUARE ON NORTHEASTERLY CURB. ELEVATION: 1271.76'(NGW 29) (73"X24 X24)PER CITY STD. DWG. 510 AND CAL TRANS STANDARD DWG. ES-8.INSTALL(2)SAMP FUSES(BUSSMAN/HEB-AA) WTHIN HANDHOLE AND(2)#10 THHN/THWN-2-CU&(1)/10 CU-GNO IT LEGEND IN i"SCHEDULE 80 PVC TO STREET LIGHT.�� PROPOSED STREET LIGHT(REFER TO CONS TRUC77ON NOTE FOR SPECIFICA770N) PROPOSED UNDERGROUND CONCRETE PULLBOX NO 5(SCE LS-2B SERVICE POINT) DIAL TWO WORYJNG BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ERSC 05/26/2022 MB THIS PLAN SET SUPERSEDES ORIGINAL PLANS DATED07-19-2021 ENG-2020-00380 MARK REVISIONS APPR. DA 7E THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY. l SEAL 'AS BUILT" C/TY OF LAKE ELS/NORE SHEET NO, CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN OQROFESS/p�,< FOUND ACCEPTABLE. 27201 Calle Juanita �Q.w���NARD 0L Fy RCE EXP. DATE /� CANDELA Dana Point, CA 92624 _ c REVIEWED BY.. STREET LIGHT IMPROVEMENT 4 Ph. 949.201.1333 Q m FOR TRACT 37305 ENGINEERING candelaengineering.com NO.2D627 m A J_`� ^ , m EXP.03/31/24-c INSPECTOR DA7f OF 5 SH TS MON HABIB, RCE N0. 83156 5 2 DA 7E 2 h""^Mlt.Mw 5116/22 * FX SCALE. AS SHOWN STREET LIGHT PLAN FILE N0. CITY OF LAKfCITY RELSINORE BRIAN OVERLEY rr R. .aaE No.20627 DATE rF OF CAI1-�FO�P DATE. 21-177 BwIK P\14895 i4Y{9 Lmh-Gi]]O jW-HN-SR-RM-Bft L lam'SIME]LCMf pAN Sank 448/�Y17 AY Pbbt 5/iR/70t1 RIB AY 6X Bin GVN] \"\ NO \\ 7 cy� 16 \ r - O. a �, Ro - 14 EXISTING STREET LIGHT _RW AND PULLBOX 13 10 — 2 7 2 1 15+24.6z l - �C l — 1 6 - 120 - RW 5 4- 20' — 121 ; F - ---- -- i 134 0 TING STREET LIGHT 20 ` 111 j ULLBOX 133 2 1 11+91.19 n, I I I I123 � I ACT 37305-9 124 D 2 1A 131 I Z I n I 125 130 mrt 126 1 o+oT.aa 1A 2 7 129 Q SCALE 1"--40' 127 1\ 1 RW D O 0 40 80 120 160 2 CONSTRUCT/ON NOTES 128 0 DESCRIPTION \7 INSTALL AMERON CONCRETE STREET LIGHT POLE PER CITY STD. DWG. 508&STD. DWG 509: 16+95.00 1 O2 AMERON 1C125 WITH 8'MAST ARM&GE EVOLVE ERL1-0-03-B3-27-A-GRAY-L(SCE LS-2B) INSTALL AMERON CONCRETE STREET LIGHT POLE PER CITY SIT. DWG. 508&STD. DWG 509.* FROM THE APPROXXIMATEIMATE INTERSECTION OF COLLIER AVENUE AND RW BENCH MARK:BM 1 CF AMERON IC125 WITH 8'MAST ARM&GE EVOLVE ERL1-0-03-DJ-27-A-GRAY-L(SCE LS-2B) NICHOLS ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER AND 38 �// \ INSTALL LS-2B CUSTOMER HANDHOLE PER ESR 3-49(SEE SHEET 2A)N0. 5 PULL BOX FEET NORTHEASTERLY TO BENCHMARK. 10 FEET SOUTHERLY OF A p�, (13'X24 X24)PER CITY STD. DWG. 510 AND CAL TRANS STANDARD DWG ES-8. INSTALL(2)5AMP LIGHT STANDARD AND 10 FEET SOUTHERLY OF END OF CURB. SET I� FUSES(BUSSMANJ/HEB-AA) WITHIN HANDHOLE AND(2)J/10 THHNITHWN-2-CU&(1)J(10 CU-GND CHISELED SQUARE ON NORTHEASTERLY CURB. / ERgEN�W 29J LEGEND IN 1"SCHEDULE 80 PVC TO STREET LIGHT ELEVATION: 1271.76'ING I�/ �I�n``n''(V1� O I�1��lI� ��`y_ Y �� PROPOSED STREET LIGHT(REFER TO CONSTRUCDON NOTE FOR STREET LIGHT SPECIFICA➢ON) V� �S � �� ` � ��� EXISTING STREET LIGHT =1 PROPOSED UNDERGROUND CONCRETE PULLBOX NO 5(SCE LS-29 SERVICE POINT) DIAL 1WO WORKING O BEFORE ,.�0 DAYS BEFORE YOU DIG YOEI DIG TOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ERSC 05/26/2022 MB THIS PLAN SET SUPERSEDES ORIGINAL PLANS DATED07-19-2021 ENG-2020-00380 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY. l SEAL AS BUILT" C/TY OF LAKE ELS/NORE SHEET NO, CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN OQROFESS/p�,< FOUND ACCEPTABLE. 27201 Calle Juanita �Q.w��F,NARD OL Fy RCE EXP. DATE CANDELA Dana Point, CA 92624 _ c REVEWED BY.. STREET LIGHT IMPROVEMENT ' ^ Ph. 949.201.1333 Q m FOR TRACT 37305 ENGINEERING candelaengineering.com , N. 3/31 m �,I_`� ^ , m EXP.03/31/24-c INSPECTOR DA7f OF 5 SH TS MON HABIB, RCE N0. 83156 5 Z DA IF 2 -h""^Mlt.Mw 5116/22 * FX SCALE. AS SHOWN STREET LIGHT PLAN FILE N0. CITY OF LAKECITY RELSINORE BRIAN OOV-ERLLE'Yvv rr R. .OaE. No.20627 DATE �rF OF CA11-IF- DATE. 21-178 pwlK P\14895 NMibi BaM-1./)]Od\BB.T-PIN-SR-AiG-BXM �lam'S1ME/LCMf pAN Sm.t S/iBf�P Y19 AY Pbtbt 5/iR/70t1 RK AY 6X Bin GrN�