HomeMy WebLinkAboutESLPC-2022-0003 STREET LIGHT PLAN NO 23-247-23-260 GENERAL NOTES T T l T ANS
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1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
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 LIGHTSBY THE CITY OF LAKE w Cy0
COMPLETENESS OF THEELSINORE DOES LOCARON,NORNOT CONSTITUTE A THE EXISTENCE
OR NON EXISTENCE OF ANYPRESENTARON AS TO THE ACCURACY OR UNDERGROUND UU77LITY, TO THE SERVICE POINT FURNISHED BY SCE. Cs� Q s R
PIPE OR STRUCTURE WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE 12 /T SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR AN ENCROACHMENT PERMIT FOR TRACT 1 ® .� :.•:�•).�••P. ••••r r.t P�R �•
PRECAUTIONARY MEASURES FOR THE PROE077ON OF ALL UTILITIES,PIPES OR STRUCTURES, WHETHER SHOWN ON FOR WORK PERFORMED WITHIN CITY RIGHT OF—WAY. Q ,; I;TE;;;;' IC(
THESE PLANS OR NOT ANY UBLITY(IESJ DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE p, ::::::::::::::::::::: ::. y4• i\
REPAIRED OR REPLACED 70 THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR AT HIS — SCE SERVICE PLANNER VAT,ROSALES, WORK ORDER NUMBERS T02068651, 702069144, ID2069167 /N THE l T Y OF LA KE ELSINORE ...................
EXPENSE — ENERGY CHARGES PAID BY LMD(DEVELOPER,LAID,OTHER). m
2. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENT OF CITY OF LAKE ELSINORES CURRENT M FLINTAIN ST.
IMPROVEMENT STANDARDS AND SPECIFICATION AND AS INDICATED IN THIS MANUAL.IT IS THE CONTRACTORS OTHER NO7/CES/PRECEDENCE vj •((P
RESPONSIBILITY TO BE FAMILIAR IMTH THESE STANDARDS AND CODES AT ALL TIMES.
THESE SPECS ARE NOT COMPLETE—IT IS A SUPPLEMENT TO THE LATEST EDITION THE STANDARD
2
J. 7HE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR FORTY—EIGHT(48)HOURS PRIOR TO SPECIFICATIONSONS FOR FOR PUBLIC WORKS CONSTRUCTION'GREEN BOOK-AND THE CITY OF LAKE fL5/NORE'S STANDARD A L BER HI L L RANCH ON51 TE Q
BEGINNING ANY WORK.CALL FOR INSPECTION AT(951)674—JI24,EXTENSION 247,BETWEEN THE HOURS SPECIAL PROVISION.IN CASE OF CONFLICT WITH THE GREEN BOOK OR CITY OF LAKE ELSINORE STANDARD SPECIAL
OF 9,00 AM AND A.00 PM,MONDAY THROUGH THURSDA Y. PROVISIONS THESE SPECIFICA 7/ONS SHALL TAKE PRECEDENCE
4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE Wl7H CAL 7RANS TRAFFIC MANUAL AND WATCH
MANUAL AT ALL 7/MES DURING CONSTRUCTION,AS APPROVED BY THE CITY ENGINEER OR HIS OWNER/APPLICANT
REPRESENTATIVE FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE.
5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE AT THE 108 SITE,AT PULTE HOME COMPANY, LLC �F RNERS[DE
ALL 77M£S DURING CONS7RUC770N. 27401 LOS ALTOS STE. 400
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF ANY MISSION VIEJO, CA 92691 PRIVATE ENGINEER'S NOTICE TO THE CONTRACTOR+
UTILI7ES CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED,AT LEAST FORTY—EIGHT(48)HOURS PRIOR PHONE. (562)441-2050 VICINITY MAP
70 BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT i— THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U77LITY PIPES, CONDUITS, OR g
800-422-4133,AT LEAST FORTY—EIGHT(48)HOURS PRIOR TO BEGINNING WORK. STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE
7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCA7ON SOILS ENGINEER RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT NOT M SCALE
THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS EXPECTED TO TAKE PRECAUTIONARY
AND COST OF ALL EXISTNG UTILITIES PETRA GEOTECHNICAL, INC. MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR
8. AN ENCROACHMENT PERMl7 SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTSOF— 40880 COUNTY CENTER DRIVE, SUITE R FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES CONDUITS LEGEND
WAY BEFORE ISSUANCE OF SAID PERMIT, THE CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY TEMECULA, CA. 92591 OR STRUCTURES, SHOWN OR NOT SHOWN ON THESE PLANS. CONTRACTOR AGREES THAT
ENGINEER WITH CER7/FICAE OF INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS THE CONTACT, GRAYSON WALKER HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING PROPOSED STREET LIGHT(REFER TO CONSTRUCTION NOTE FOR FIXTURE SPECIFICATION)
ENCROACHMENT PERM17 MUST BE PRESENT AT THE JOB S17E DURING THE TOTAL TIME OF THE PROJECT 951—600-2271 �* THE COURSE OF CONSTRUCTION ON THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS OR Y_,
( ) PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO �,_j--O EXIS77NG STREET LIGHT
CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS ,
r NORMAL WORKING HOURS, THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD #-9 FUTURE STREET LIGHT
9. IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO.8 OFFICE OF CALTRANS,PLEASE CIVIL ENGINEER THE COUNTY, THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
MAKE REFERENCE TO THIS FACT IN THE"GENERAL NOTES°SECTION OF THE IMPROVEMENT PLANS. 4� REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT [__1 PROPOSED UNDERGROUND CONCRETE PULLBOX NO 5(SCE LS-2B POINT OF CONNECTION)
32 KWC ENGINEERS � THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT
10. THE SERVICE POINT ARE SUBJECT TO REVISION BY FINAL SCE PLANS,IT SHALL BE THE DEVELOPERS 1800 COMPTON AVENUE, SUITE 100 r (USA) PH. 1-800-227-2600, TWO (2) WORKING DAYS PRIOR TO DIGGING. NO INDEX OF SHEETS
�l ENCROACHMENT PERMl7 ISSUED BY THE RIV. CO. TRANS DEPT SHALL BE VALID INVOLVING
RESPONSIBILITY 70 PROVIDE THE PROPER SERVICE TO THE STREET LIGHTS SHOWN ON THIS PLAN CORONA, CA 92881 �� UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDEIV77FICA77ON NUMBER SHEET
PHONE (951)734-2130 ____ __ ________ ISSUED BY UNDERGROUND SERVICE ALERT CARE SHOULD BE TAKEN TO PREVENT GRADED DESCRIPTION
7 DITCHES AND SHALES FROM UNDERMINING STREET IMPROVEMENTS. NO.
STREET LIGHT GENERAL NOTES 11 `� 1 TITLE SHEET
1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE CITY OF LAKE ELSINORE. SCE PLANNER SHEET 11� ELECTRICAL DETAILS
2. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE CURRENT CITY OF LAKE ELSINORE VAL ROSALES
STANDARD DRAWINGS, STANDARD SPECIAL PROVISIONS, SPECIAL PROJECT PROVISIONS, AND THE VALENTINE.ROSALES@SCECOM STREET LIGHT PLAN
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION WITH PHONE (951)315-1637
SUPPLEMENTS, THE NATIONAL ELECTRICAL CODE, THE CALIFORNIA STATE SAFETY ORDER AND ALL ALDLANE I
OTHER CODES AND ORDINANCES,AND RULES AND REQUIREMENTS OF AUTHORITIES HAVING
JURISDICTION. - --- ----- ---------1
3. THE CONTRACTOR SHALL PAY ALL FEES AND OBTAIN PERMITS AS REQUIRED BY THE UTILITY yoy 1
COMPANY REQUIREMENTS AND THE CITY OF LAKE ELSINORE. 1 1 p\\ ors 1
4. MATERIALS SHALL BE RECOGNIZED BY THE UNDERWRITER'S LABORATORY, INC., AS HAVING J1 i Y\
SUITABLE CHARACTERISTICS WHEN PROPERLY FORMED AND TREATED, INCLUDING RIGID POLYVINYL
CHLORIDE (SCHEDULE 40) FOR UNDERGROUND USE, AND RIGID POLYVINYL CHLORIDE (SCHEDULE SHEET 10 1 s�oq a
80) FOR USE ABOVE GROUND AND PASSING UNDER ROADWAYS. CONDUITS TO HAVE A MINIMUM BEN 0o R°oo I •4F�cj<o � SHEET 14
OF 24"OF COVER BELOW STREETS AND 18"OF COVER BELOW LANDSCAPE OR SIDEWALKS. 1 1 1
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 SHEET 9 1 C, N, 1 Z�
WORK SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES
RESULTING DIRECTLY OR INDIRECTLY FROM THEIR OPERATIONS, WHETHER OR NOT SUCH FACILITIES
ARE SHOWN ON THESE PLANS. v, j CONSTRUCT/ON NOTES
7. ALL LUMINARIES, LIGHTING STANDARDS,AND MAST ARMS USED IN THE WORK SHALL BE OF THE -
SAME STYLE AND BY THE SAME MANUFACTURER. ALL BALLAST SHALL BE MULTI-TAP TYPE 1 w > - 1 / SHEET 13 (QTY) O DESCR/PT/ON
(WENTY- O FOUR (24) HOUR PRIOR NOTICES SHALL BE GIVEN FOR ALL CITY INSPECTIONS./240).
8. TWENTY— ° l (95) 1 INSTALL 22W AMERON CONCRETE STREET LIGHT POLE PER CITY STD. DWG. 508&STD. DWG. 509.
/
�---------------+--- ---- - -- -�-- -- --� / AMERON 1C723 WITH 8"MAST ARM&GE EVOLVE ERL1-1-03—B3-27—A—GRAY—L(SCE LS-25)
9. ALL WORK INCLUDING BONDING SHALL BE DONE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL - I
eACeo 1 I I (95) O INSTALL LS-2B CUSTOMER HANOHOLE PER ESR 3-49(SEE SHEET 2A)N0. 5 PULL BOX
CODE (NEC), CURRENT EDITION. 1 1 1 STREET 1 I I
(13'X24'X24)PER CITY STD. DWG. 510 AND CALTRANS STANDARD DWG ES-8. INSTALL(2)SAMP
1 1 1 1 i FUSES(BUSSMAN#HEB—AA) WITHIN HANDHOLE AND(2)#10 THHN/THWN-2—CU&(1)#10 CU—CND
NOTIFICATIONS 1 MEq 1 1 I IN 1"SCHEDULE 80 PVC TO STREET LIGHT.
SHEET 7�
CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES A7 LEAST 48 HOURS
IN ADVANCE OF STARTING CONSTRUCTION OR EXCAVATION: ; 1 �E� I SHEET 12
RIVERSIDE COUNTY TRANSPORTATION (951)955-6880 r----- -------- ———— ———— --t ---------�
DEPARTMENT—CONSTRUCTION SEC77ON. 1 O 1
SPECTRUM (951)406-1690 �' 'O• 1 ; SHEET 8
GINA LYNNE 1 ��
FRONTIER (800)366-7801 SHEET 5—, LANE 1 •saOs 1
ELSINORE VALLEY MUNICIPAL WATER DISTRICT: (951)674—JI46 1 0 1 O
1 S . 1 SHEET 6
RIVERSIDE COUNTY FLOOD CONTROL DISTRICT.* m
(951)955-1200 1 y 1 1
SOUTHERN CALIFORNIA GAS CO., (800)427-2206 -------v ------ ----- ------
SOUTHERN CALIFORNIA EDISON CO.: (800)655-4555
UNDERGROUND SERVICE ALERT(USA): (800)422-4133 OR 811 SHEET 4-1- SHEET 3
1
BENCH MARK. BM B-95-61 1 1
FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND 1 1 1
NICHOLS ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER AND 38 ~ i
FEET NORTHEASTERLY TO BENCHMARK. 10 FEET SOUTHERLY OF A
LIGHT STANDARD AND 10 FEET SOUTHERLY OF END OF CURB. SET
ELEVACHISEL£D SQUARE ON NORTHEASTERLY CURB. `1 SHEET INDEX MAP
ELEVATION SQUARE
'(NOR EA) \\
Roa
SCALE.• 1'=400'
T PLAN CHECK FOR THIS PLAN SET IS COMPLETE.PRIOR TO
THE PROCEEDING WITH THE MYLAR SUBMITTAL THE 0 400 800 1,200 1,6'00
DEVELOPER SHALL INCLUDE SOUTHERN CALIFORNIA
EDISON'S FEED POINT INFORMATION ON THE MYLAR
PLANS.
IN ORDER TO ENSURE CONFORMANCE WITH TEE MOST
DIAL TWO WORKING CURRENT CITY STANDARDS.A FINAL REVIEW BY TEE CITY
BEFORE 0 DAYS BEFORE MAY BE REQUIRED PRIOR TO THE MYLAR SUBMITTAL.
YOU DIG YOU DIG
TOLL FREE 1-800-422-4133 ACCEPT BY:A PUBLIC SERVICE Br ERSC 5/25/23 MB
UNDERGROUND SERVICE ALERT ESLPC-2022-0003
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS ITH THE PREPARED BY: SEAL
CITY OF LAKE ELSINORE SHEET
AND HAVE BEEN FOUND ACCEPTABLE PROFESSI,,
LIGHTING DESIGN I ELECTRICAL ENGINEERING Q4O T RD O F
CANDELA �F STREETLIGHT 14
27201 cane luania w Q No.20627 m IMPROVEMENT PLANS
Dana Point CA 92614 OF
5/31/2023 ENGINEERING 7h.949301.1333 mExP.oa/a1/za A BENc"MARK: TRACT 28214-9 ONSITE SHEETS
MON HABIB,RCE No.83156 +_ *+ 6 qT ECTRI ?s TITLE SHEET FILE No.
RE DATE
CITY ENGINEER ++++++ candelaen ineedn.com POE cquF°�
CITY OF LAKE ELSINORE DATE:04/19/2023 23-247
ALTERNATIVE PULL BOX END REMOVABLE PHOTOELECTRICAL CONTROL UNIT/
LOCATION* }"MIN.TO FLUSHED WITH GRADE ALUMINUM SHORTING CAP JESTRESSED
'MAX.UP SEE BELOW DETAIL TOPCAP '(TYPICAL) NCRETE WIRES
RECOMMENDED ALTERNATIVE LOCATION LOCATION- SEE NOTE 3 A' FINISHED GRADE WI STEEL
z JLED LUMINAIRE PLATE
ASTM A36
COIL SUCK EX
A.
WHEN PULL ALUMINUM PIPE CONDUIT
BOX HOUSE IS SPEpFIED 1 12' RACEWAY
TTF J "' OR AS NECESSARY SHAFT CROSS )A
' SECTION DETAII. BOLT SLOT
7R7ED fN
AND CIRCLE
3LOCATION EXPRESSWAY MA% .o BASE PLATE _URBAD MAJORIAL MAX. PULL BO%SHALL REST PRESTRESD SED TO POLE
ELEVATION
L a FlRML7 ON A 6"TI ICK AMERON POLE,
L <w BED OF? CRUSHED [SEE BELOW NO E5
w O ROCK EXTENDING 6" TABLE 1. ALL POLES SHALL BE PROVIDED WM A CUM,FACTORY APPUED AMERSHIEW
VI a SEE NOTE 3 90'SWEEP BEYOND THE OUTSIDE F- ANTI-GRAFFITI COATING AND SHALL BE ADJUSTED TO MISS DRIVEWAYS,EXISTING
1"CONDUIT SIDE VIEW z UTILITY POLES,AND OTHER OBSTRUCTIONS BY AT LEAST FIVE FEET.
RECOMMENDED o. I STREET LIGHT 2"CONDUIT EDGE OF THE PULL BOX 2. CONCRETE POLES SHALL BE TAPERED.CENTRIFUGALLY CAST AND PRESTRESSED.
LOCATION rc C LOCATED AT BUS PROFILE VIEW i
,,��� x POLES SHALL BE BLACK AND WHITE MARBLE AGGREGATE OR NATURAL EXPOSED
T-INTERSECTIONS ALTERNATIVE @ 7S a BUS STOP STOP INSTALLATION DETAIIS AGGREGATE.POLE SHAPE AND COLOR SHALL BE UNIFORM FOR ANY ONE
LOCATION- IAI If }"-13 COARSE THREAD �wy PROECT.REPLACEMENT POLES SHALL MATCH EXISTING.
CASE I PULL BOX DIMENSION TABLE PENTA HEAD tED
iS POLE ID TAG 3. POLE HAND HOLE COVER PLATES SHALL BE ALUMINUM AND SECURING BOLTS
PULL BOX COVER STAINLESS STD SHALL BE STAINLESS STEEL TAMPERPROOF BOLTS OF THE TYPE INSTALLED'NTH
T-I NIMS=QNS SEE NOTE 2 g 4 PULL BOX FLAT WAS � A PENTHEAD'WRENCH.ANTSEIZE SHALL BE USED.
OMMENDED MIN.DEPTH MIN.DEPTH L1 WI A 4. POLE IOENTIFICATON TAGS MUST BE PROVIDED FOR ALL CrY OWNED STREET
CASE 11 0 BOX EXTENSION MIN. MIN. TE D L W UpITS.
LOCATION . MAST ARMS SHALL BE MINIMUM TWOHNCH(2y I.P.S.GALVANIZED STEEL OR
al
oNO.3} 12" N/A 1'-3" 9" 1yr 1)f 1'-3}"-i'-3 10"-10}' CAST-IN BO ALUMINUM AND SHALL BE SELFSUPPORTNC NTHWT BRACES.SCROLLS OR
N0.5 12" 10" 1'-8" 11 2 1} 1'-11}' 1'-1}' RODS THEY SHALL HAVE A MINIMUM OF SIX INCHES(61 OF HORIZONTAL
ALTERNATIVE In ti =2j GRIPP STRAGHT SECTION AT THE ENO OF ME ARM TO MOUNT TO A I.P.S.SUP FITTER
LOCATONsSECONDARY, NO.6 12' 10' 2'-4}1'-3i }"-13 U TYPE LUMINAIRE MOUNT.MAST ARMS SHALL BE OGHT FEET(8')LONG FOR ALL
100'MAX- COLLECTOR NATIONAL C HANDHOLE LUMINAIRES
AND LOCAL ALL LED LUMINAIRES SHALL HAVE A PHOTOCELL RECEPTACLE UNLESS ON
THREAD JA COVER PLATE
kmFS OMULTIPLE SERVICE SYSTEM IN MICH CASE A RAIN TIGHT SHORTING CAP SHALL
PUCE ONE LIGHT 1. CON CONDUIT INSTALLATION SEE SIC.OWGNO.421, WITH 7HREADLO a BE INSTALLED ON THE UNUSED RECEPTACLE.PHOTOELECTRICAL CONTROL UNIT
100'MAX-� T ON LOT LINE O CONDUIT TRENCH SHALL BE COMPACTED TO 90fi }"-13 COARSE TYPICAL COVER 30"X3D"X7" SHALL BE FISHER-PIERCE�ITRS-2-103-305VAC LED OR APPROVED EQUAL.
\\l`\'1r] ''I RELATIVE COMPACTION THREAD INSERT W 10.STREET LIGHT POLES,MAST ARMS AND LUMINAIRES NOT MEETING THESE
CUL-DE-SAC YWHERE WITHIN H 200'MAX. -7 I w I 1.1. NEW CONDUITS SHALL MINIMUM 2"PVC PIPE WITH DRAINAGE CAPTIVE BOLT S CONCRETE STANDARDS SHALL BE APPROVED BY CITY ENGINEER AND SHALL BE DESIGNED
ALTERNATIVE MAJOR o�O SCHEDULE 80 HOLE KNOCKOUT CAP FOR(100-MPH)WINDS NTH OUSTS M(130 MPH)IN CONFORMANCE WITH
RECOMMENDED [IOCATION* y 3 1.2. CONDUITS SHALL BE ENCASED IN A MINIMUM OF SHALL BE REQUIREMENTS OF ME AASNTO DESIGN CRITERIA AND BE CAPABLE OF
LOCATION OL THREE INCHES(3-)OF SAND ON ALL SIDES (DRAINAGE HOLE) 580-C-3250 HANDLING THE EPA AND WEIGHT OF THE LUMINAIRE.
1.3. CONDUITS SHALL BE LAZED M A DEPTH OF NOT
O LESS MAN(30-)UNLESS PLACED UNDER SIDEWALK �•' 3"
IN VMILH CASE ONLY(Is-)SHALL BE REWIRED.
ELBOWS 1 SEE NOTE 3 @ 4 N1 PROJECTS WITH SIGNALIZED IN 4. LOCATION TAPE SHALL BE INSTALLED ABOVE TIRE
BAND LAYER ALONG TIRE LENGTH OF THE CONDUIT H'SIAN-sT:EI
SHALL PROVIDE FOR SAFETY LIGHTS TRENCH TYPICAL THREADED REa�0cew5S wwwaY�LR APPROVED POLES-AMERON SERIES ICI-BASE PLATE STYLE 1 75-
CUL-DE-SAC MOUNTED ON THE SIGNALS POLES. 1.5. CONDUIT RUNS SHALL HAVE A MAXIMUM LENGTH 6 INSERT CATALOG OVERALL BASE ANCHOR
2. ALL INTERSECTIONS SHALL HAVE AT LEAST 200 FEET. (TOTAL") ROADWAY CLASSIFICATION �
NOTES ONE STREET LIGHT. 2 PULL BOX SHALL BE INSTALLED NUMBER POLE HEIGHT O.D BOLT Itr�21. PULL BOX THAT FEEDS INTO WE SERVICE POINT alp LABEL 91ALL I[ (_YJ
1. PROJECTS WITH SIGNALIZED INTERSECTIONS SHALL 3. FOR EXPRESSWAY,URBAN ARTERIAL AND .SIM 4 ED •"LL MINOR LOCAL&COLLECTOR 1C123 23'-3 B 1'X36"X4'
SHALL BE A 05 PULL BOX AND WTHIN 5'OF THE MAnow T SEE STANDARD DRAWING
PROVIDE FOR SAFETY LIGHTS MOUNTED ON THE MAJOR ROADWAYS,LOCATE STREET LIGHTS PEDESTAL uaHnxO' N0.509 FOR SECONDARY AND MAJOR 1C125 25-9 B" 1'X36"X4'
SIGNALS POLES. AT ALL BCR'S OR ECR'S. 2.2 WITHIN 5'OF EACH STREET Up1T tiRrnOf's��aRw FOUNDATION DETAILS URBAN ARTERIAL @ EXP.WAY 1C728 28-3' 9 1'X38"X4' 3
2, ALL INTERSECTIONS SHALL HAVE AT LEAST ONE 4. FOR SECONDARY,COLLECTOR,LOCAL AND 2.3. WHERE MOVE THAN TWO CW WIT RUNS INTERSECT
STREET LIGHT. MINOR LOCAL,LOCATE STREET LIGHTS AT
24. WHERE CONDUIT RUNS ARE MORE MAN 200'LONG F X a'PULL
3. STREET LIGHT LOCATIONS SHALL BE ADJUSTED TO ECR'S. 26. AT THE END AN CONDUIT RUN .a WIN d• 1
MISS DRIVEWAYS,EXISTING UTILITIES AND OTHER 5. TYPICAL DISTANCE BETWEEN LIGHTS SHALL 2B. CI CRmCAL ANGLL POINTS AND A5 ORDERED BY APPROVED LED LUMINAIRES-GE EVOLVE LED ROADWAY EIC7ITING �1
OBSTRUCTION BY AT LEAST FIVE FEET( A IN 180'WHEN INSTALLING LIGHTS BETWEEN CITY ENGINEER L 1
4. STREET LIGHT LOCATIONS LOCAL
HEREIN ARE FOR INTERSECTIONS. 2]. PULL BOXES LOCATED S DRIVEWAY FF WITHIN ROADWAY CLASSIFICATION GE EVOLVE CATALOG N0. WATTAGE 3
SECONDARY,COLLECTOR,LOCAL AND MINOR 6. UGHTS SHALL BE PLACED AT PROPERTY `rFEET OF DRIVEWAY SHALL BE TRAFFIC RATED(SEE
LOCAL STREETS LINES. 2S NCALTRAN O PULL BST NDDAR F FOR
IN THE PLANTER BOX. L CUL-DE-SACS AND STUB ENDS - - - - - -
5. TYPICAL DISTANCE BETWEEN LIGHTS SHALL BE W MINOR LOCAL&COLLECTOR ERL1 03-B3-27-A-GRAY-L
AREAS w
180'WHEN INSTALLING LIGHTS BETWEEN 29. PULL BOX COVER SHALL BE ETCHED POLYPROPYLENE Lan RMa1c SECONDARY AND MAJOR ERL1 -09-C3-3U-A-GRAY-L w ����������.
INTERSECTIONS. CITY ENGINEER APPROVAL MAYBE REQUIRED FACE ANCHORED IN CONCRETE NTH ULTRA-MO ET URBAN ARTERIAL&EXPRESSWAY - - - -- -
6. LIGHTS SHALL BE PLACED AT PROPERTY LINES. wE BITDR COVER DETAILS INTERSECTION SAFETY UGHTS ERLt -09-D3- - - - POLE ID TAG
REVISION REVISION REM ON REVISION
ENGINEERING IL ENGINEERING CITY OF LAKE ELSINORE ENGINEERING DATE: CITY OF LAKE ELSINORE ENGINEERING DAZE CITY OF LAKE ELSINORE ENGINEERING DATE: CITY OF LAKE ELSINORE
D APPROVEDBV STREET LIGHT STANDARDS D APPROVED BY STREET LIGHT STANDARDS D nPPRovEDer STREET LIGHT STANDARDS D APPROVED BY STREET LIGHT STANDARDS
TYPICAL STREET LIGHT PLACEMENT NO. TYPICAL STREET LIGHT PLACEMENT No, PULL BOX AND No. STREET LIGHT POLE,POLE ID No.
Cm ENGINEER DATE -T-INTERSECTIONS,CUL-DE-SAC&ELBOWS 504 CITY ENGINEER MIL INTERSECTIONS 503 cm ENGINEER LATE CONDUIT INSTALLATION 510 CITY ENGINEER DATE MAST ARM AND LUMINAIRE 508
®EDISON'
SEE STD.DWG.NO Figure 3-29:Non-Residential,Unmetered Service- ' POLE,SEE STD.
503 a 504 FOR 0-200 A-0-240 V-Single-Phase-LS-2B,Street Lighting Systems Only DWG.NO.508 PULL
BOX
INTERSECTION 1B0'TYPICAL
LIGHTING LOCATIONS SEE WIRING SEE STD.DWG.
Customer Owned DETAIL BELOW N0.510
Herdhole Gold, 30"X30"X7'KNOCKOUT
- - - CAP CONCRETE SHALL
BE 560-C-3250 COILED SLACK
_ FINISH GRADE
Customer
2W'MAX tea'TYPICAL Fug ANCHOR BOLTS CRUSHED ROCK
SEE STD.DWG.
NO.508
_ a GROUNDING CAP
NOTES - o$ V SEE NOTE 5 l'CONDUIT
I 1. PROJECTS NTH SIGNALIZED INTERSECTIONS SHALL ;
PROVIDE FOR SAFETY LIGHTS MOUNTED ON THE Crashed Rock n?
RECOMMENDED DESIGN STANDARDS SIGNALS POLES.
POLE TYPE AMERON 1C123,SEE STD.DWG.N0.508 2. ALL INTERSECTIONS SHALL HAVE AT LEAST ONE CONCRETE SHALL BE 2"CONDUIT
STREET LIGHT. - 560-C-3250 AND 90'SWEEP
LUMINAIRE TYPE GE EVOLVE/ERL-1-0-03-83-27-A 3, STREET LIGHT LOCATIONS SHALL BE ADJUSTED TO SCE CaMuitto Cusbmar conduct to - POURED AGAINST
MAST ARM 8' SEE STD.DWG.N0.508 MISS DRIVEWAYS,EXISTING UTILITIES AND OTHER Cusbmar Handlmle--� ---Single Cuelamer 9lreetlight UNDISTURBED EARTH
SPACING 180'TYPICAL 200'MAXIMUM OBSTRUCTION BY AT LEAST FIVE FEET(5'). _
4. STREET LIGHTS SHALL BE LOCATED ON VERTICAL J "' FOUNDATION 5 AMP SEE NOTE B
SPACING PATTERN STAGGERED CURVES(CREST AND SAGE LOCATIONS) Notala): GROUNDING COIL FUSE MAX.
ILLUMINATION LEVEL SEE NOTE 7 5. TYPICAL DISTANCE BETWEEN LIGHTS SHALL BE 180' 1. LS213 provides an unneered point ofsmics fora single customer owned streeuight. SEE NOTE 4 " DETAILS SEE NOTE 6-
WHEN INSTALLING UGHTS BETWEEN INTERSECTIONS, 2. Adedicated service shall be provided from an eAsU g distdbulton system to a customer haMMM.
6. LIGHTS SHALL BE PLACED AT PROPERTY UNES. 3. Points of service shall be designed up to,and including the customer owned handhole Par WE streelWght standards. WEATHER I DO NOT
7. SEE"ILLUMINANCE UGHTING LEVEL METHOD'SECTION 4. Customer shall furnish and install all of the material listed below: POLE TIGHT FUSE WHITE
IN THE CITY OF LAKE ELSINORE's STREET LIGHT O Customer Owned Handhole with Customer provided labeling POLE SEALANT NEUTRALS
MANUAL FOR AVERAGE.MINIMUM AND UNIFORMITY 0 Duct,henWe%ravalton bad to the distribution source 6'SIDEWALK
RATIO OF ILLUMINANCE REQUIRED BY ROADWAY ❑cable andother malerials I—handhole b susuRighl I--B'SIDEWALK. 18"MIN.
CLASSIFICATIONS ❑Other material as required II SEE NOTE 7
❑PRnbmntroller
❑Fusing per NEC standards
Table 3-8:LS-213 Streetlight Design Requirements FOUNDATION FOUNDATION •"I r I DETAIL
HaldhoMW BEHIND SIDEWALK BEHIND C&G
SnYcnIR Malaita Location Conduit Conductor NOTES
(W X LXC)
1. STREET EIGHT PULL BOX SHALL BE 5'MAX AWAY FROM STREET LIGHT
17X24-%16- Plastic Park ,.Srd.0 POLE
11/2' 96AI dupleX 2. STREET LIGHT WIRE INSULATION MARKINGS SHALL BE PER LATEST
TX24'X2A' Cori Sidewalks and mncrata 1
GREENBOOK SPECIFICATIONS
M Cand-Ownedilandhnb. POLL 3. ALL CONNECTIONS SHALL BE TAPED NTH ELECTRICAL TAPE AND MADE
WATER-TIGHT
BENCH MARK.'BM B-95-61 6'SIDEWALK V
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FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND AREA BELOW FOUNDATION AND SECURELY FASTENED TO ANCHOR BOLT FOR
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FEET NORTHEASTERLY TO BENCHMARK. 10 FEET SOUTHERLY OF A 5. ATTACH GROUND ME TO ANCHOR BOLT NTH BRASS/COPPER
LIGHT STANDARD AND 10 FEET SOUTHERLY OF END OF CURB. SET '} IF LESS THAN 2,
GROUNDING CLAMP
CHISELED SQUARE ON NORTHEASTERLY CURB. EXTEND A 2'WDE 6. FUSE SHALL BE INSTALL IN ONE DIRECTION ONLY.FOR 240V SYSTEM
CONCRETE PAD USE 2 PULL FUSE HOLDER TYPE HEB-AA
ELEVATION: 1271.76"(NGW 29J BETWEEN SIDEWALK 7. CONNECT GREEN GROUNDING WIRE WTH 2'OF SLACK TO BARE NO.4
AND STREET EIGHT STRANDED WRE
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CONSTRUCTION NOTES` LEGEND
�� 0 DESCRIPTION �� PROPOSED STREET LIGHT(SEE CONSTRUCTION NOTE FOR LIGHT FIXTURE SPECIFICATION)
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YOU DIG YOU DIG FUSES(BUSSMAN#HEB-AA) WITHIN HANDHOLE AND(2)#10 THHN/THWN-2-CU&(1)#10 CU-CND PROPOSED UNDERGROUND CONCRETE PULLBOX NO 5(SCE LS-28 SERVICE POINT)
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A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT ESLPC-2022-0003
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O INSTALL 22W AMERON CONCRETE STREET LIGHT POLE PER CITY STD. DWG. 508&STD. DWG. 509. L� EXISTING STREET LIGHT
AMERON iC123 WITH 8'MAST ARM&GE EVOLVE ERL1-1-03-B3-27-A-GRAY-L (SCE LS-28)
DIAL TWO WORKING O INSTALL LS-2B CUSTOMER HANDHOLE PER ESR 3-49(SEE SHEET 2A)N0. 5 PULL BOXY FUTURE STREET LIGHT
BEFORE ••••� DAYS BEFORE (13'X24 X24)PER CITY STD. DWG. 510 AND CAL TRANS STANDARD DWG. ES-8. INSTALL (2)5AMP
YOU DIG YOU DIG FUSES(BUSSMANf HEB-AA) WITHIN HANDHOLE AND(2)JfIO THHN/THWN-2-CU&(1)110 CU-GND � PROPOSED UNDERGROUND CONCRETE PULLBOX NO 5(SCE LS-2B SERVICE POINT)
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A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT ESLPC-2022-0003
MARK REVISIONS APPR. DATE APPROP ATE CONDITIONS OF DEVELOPMENT ANDOR CPLANS HAVE BEEN REVIEWED FOR COMPLIANCE ITTY AND STATE LAWS ITH THE PREPARED BY: SEAL 5
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ELEVATION: 1271.76'(NGV9 29) 0 40 80 120 160
CONSTRUCTION NOTES` LEGEND
� �� 0 DESCRIPTION �� PROPOSED STREET LIGHT(SEE CONSTRUC77ON NOTE FOR LIGHT FIXTURE SPECIFICATION)
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AMERON 1C125 WITH 8'MAST ARM&GE EVOLVE ERL1-1-03-B3-27-A-GRAY-L (SCE LS-2B) ?-�
DIAL 7W0 WORKING O INSTALL LS-2B CUSTOMER HANDHOLE PER ESR 3-49(SEE SHEET 2A)NO. 5 PULL BOX #—• FUTURE STREET LIGHT
BEFORE �u�0 DAYS BEFORE (13"X24'X24)PER CITY STD. DWG. 510 AND CAL TRANS STANDARD DWG. ES-8. INSTALL (2)SAMP
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A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT ESLPC-2022-0003
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR APPROPRIATE CONDITIONS OF DEVELOPMENT'AND/OR CPLIANCE I CITY OF LAKE ELSINORE SHEET
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UNDERGROUND SERVICE ALERT ESLPC-2022-0003
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR APPROPRIATE CONDITIONS OF DEVELOPMENTIAND/OR CPLIANCE ITY AND STATE LAWS ITH THE PREPARED BY: SEAL
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ELEVATION: 1271.76'(NGV9 29) 0 40 80 120 160
CONSTRUCTION NOTES` LEGEND
� �� 0 DESCRIPTION �� PROPOSED STREET LIGHT(SEE CONSTRUC77ON NOTE FOR LIGHT FIXTURE SPECIFICATION)
O INSTALL 22W AMERON CONCRETE STREET LIGHT POLE PER CITY STD. DWG. 508&STD. DWG. 509: EXISTING STREET LIGHT
AMERON 1C125 WITH 8'MAST ARM&GE EVOLVE ERL1-1-03-B3-27-A-GRAY-L (SCE LS-2B) ?-�
DIAL 7W0 WORKING O INSTALL LS-2B CUSTOMER HANDHOLE PER ESR 3-49(SEE SHEET 2A)NO. 5 PULL BOX #—•
BEFORE �u�0 DAYS BEFORE (13X24'X24)PER CITY STD. DWG. 510 AND CAL TRANS STANDARD DWG. ES-8. INSTALL (2)5AMP FUTURE STREET LlGH7
YOU DIG YOU DIG FUSES(BUSSMAN#HER-AA) WITHIN HANDHOLE AND(2)#10 THHN/THWN-2-CU&(1)#10 CU-GND 0 PROPOSED UNDERGROUND CONCRETE PULLBOX NO 5(SCE LS-2B SERVICE POINT)
TOLL FREE 1-800-422-4133 ERSC 5/25/23 MB IN 1"SCHEDULE 80 PVC TO STREET LIGHT.
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT ESLPC-2022-0003
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS ITH THE PREPARED BY: SEAL
CITY OF LAKE ELSINORE SHEET 9
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ENGINEERING Ph.949.20-333 TRACT 28214-9 ONSITE
REMON HABIB,RCE No.83156 DATE r....... candelaengineering.com 3 FILE No.
CITY ENGINEER 9Tf OF CgUFO�?
CITY OF LAKE ELSINORE DATE:04/19/2023 23-255
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FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND
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ELEVATION: 1271.76'(NGV9 29) 0 40 80 120 160
CONSTRUCTION NOTES` LEGEND
� �� 0 DESCRIPTION �� PROPOSED STREET LIGHT(SEE CONSTRUC77ON NOTE FOR LIGHT FIXTURE SPECIFICATION)
O7 INSTALL 22W AMERON CONCRETE STREET LIGHT POLE PER CITY STD. DWG. 508&STD. DWG. 509: 'ice EXISTING STREET LIGHT
AMERON 1C125 WITH 8'MAST ARM&GE EVOLVE ERL1-1-03-B3-27-A-GRAY-L (SCE LS-2B) X�
DIAL TWO WORKING O INSTALL LS-2B CUSTOMER HANDHOLE PER ESR 3-49(SEE SHEET 2A)NO. 5 PULL BOX #—•
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BEFORE DAYS BEFORE (13X24'X24)PER CITY STD. DWG. 510 AND CAL TRANS STANDARD DWG. ES-8. INSTALL (2)5AMP
YOU DIG YOU DIG FUSES(BUSSMAN#HER-AA) WITHIN HANDHOLE AND(2)#10 THHN/THWN-2-CU&(1)#10 CU-GND O PROPOSED UNDERGROUND CONCRETE PULLBOX NO 5(SCE LS-2B SERVICE POINT)
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UNDERGROUND SERVICE ALERT ESLPC-2022-0003
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS ITH THE PREPARED BY: SEAL CITY OF LAKE ELSINORE SHEET o
AND HAVE BEEN FOUND ACCEPTABLE pROFER�py,
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REMON HABIB,RCE No.83156 DATE r....... candelaengineering.com 3 CTRI FILE No.
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FEET NORTHEASTERLY TO BENCHMARK. 10 FEET SOUTHERLY OF A 1 2 10+08.45
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CHISELED STANDARD
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O INSTALL 22W AMERON CONCRETE STREET LIGHT POLE PER CITY STD. DWG. 508&STD. DWG. 509: EXISTING STREET LIGHT
AMERON 1C123 WITH 8'MAST ARM&GF EVOLVE FRL1-1-03-B3-27-A-GRAY-L (SCE LS-25) )-�
DIAL 1W0 WORKING O INSTALL LS-2B CUSTOMER HANDHOLE PER ESR 3-49(SEE SHEET 2A)NO. 5 PULL BOXY FUTURE STREET LIGHT
BFFORE � DAY$BEFORE (13 X24 X24)PER CITY STD. DWG. 510 AND CAL TRANS STANDARD DWG. FS-8. INSTALL (2)5AMP
YOU DIG YOU DN; FUSES(BUSSMAN#HFB-AA) WITHIN HANDHOLE AND(2)#10 THHN/THWN-2-CU&(1)fI0 CU-GND PROPOSED UNDERGROUND CONCRETE PULLBOX NO 5(SCE LS-2B SERVICE POINT)
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A PUBLIC SERVICE BY EftSC
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MARK REVISIONS APPR. DATE APPROP ATE CONDITIONS OF DEVELOPMENT AND/OR CSE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ITTY AND STATE LAWS ITH THE PREPARED BY: SEAL 11
CITY OF LAKE ELSINORE SHEET
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CITY OF LAKE ELSINORE DATE:04/19/2023 23-257
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FEET NORTHEASTERLY TO BENCHMARK. 10 FEET SOUTHERLY OF A SCALE.' 1"=40'
LIGHT STANDARD AND 10 FEET SOUTHERLY OF END OF CURB. SET
CHISELED SQUARE ON NORTHEASTERLY CURB.
ELEVATION: 1271.76'(NGV9 29) 0 40 80 120 160
CONSTRUCTION NOTES LEGEND
NC7A?4Ema0T 0 DESCRIPTION �:" PROPOSED STREET LIGHT(SEE CONSTRUC77ON NOTE FOR LIGHT FIXTURE SPECIFICATION)
O7 INSTALL 22W AMERON CONCRETE STREET LIGHT POLE PER CITY STD. DWG. 508&STD. DWG. 509: 'ice EXISTING STREET LIGHT
AMERON 1C125 WITH 8'MAST ARM&GE EVOLVE ERL1-1-03—B3-27—A—GRAY—L (SCE LS-25)
DIAL TWO WORKING O INSTALL LS-2B CUSTOMER HANDHOLE PER ESR 3-49(SEE SHEET 2A)NO. 5 PULL BOX #—•
BEFORE �u�0 DAYS BEFORE (13X24'X24)PER CITY STD. DWG. 510 AND CAL TRANS STANDARD DWG. ES-8. INSTALL (2)5AMP FUTURE STREET LlGH7
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TOLL FREE 1-800-422-4133 ERSC 5/25/23 MB IN 1"SCHEDULE 80 PVC TO STREET LIGHT.
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT ESLPC-2022-0003
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS ITH THE PREPARED BY: SEAL 2
CITY OF LAKE ELSINORE SHEET 1
AND HAVE BEEN FOUND ACCEPTABLE pROFESSipy,
LIGHTING DESIGN I ELECTRICAL ENGINEERING ��� RD O'YF
CANDELA �F STREET LIGHT 14
znoicauemanlw Q No.23131 IMPROVEMENT PLANS of
5/31/2023 Dana �mExP.o3/3t/2a A
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SHEETS
ENGINEERING Ph.949.301.1333 TRACT 28214-9 ONSITE
REMON HABIB,RCE No.83156 DATE r o e o candelaengineering.com 3 FILE No.
CTRI
CITY ENGINEER
CITY OF LAKE ELSINORE DATE:04/19/2023 23-258
MATCHUNE SEE SHEET 14
R�W BOUNDARY
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CURB 2
I 54' � y 24+21.36 1 2
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17+07.83 1 2 54'�
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FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND
NICHOLS ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER AND 38 — _ _ _ _ _ — _ — — 1 1 _ _ _ _ _ _ _ _
FEET NORTHEASTERLY TO BENCHMARK. 10 FEET SOUTHERLY OF A - SCALE.' 1"=40'
LIGHT STANDARD AND 10 FEET SOUTHERLY OF END OF CURB. SET MATCHUNE SEE SHEET 12
CHISELED SQUARE ON NORTHEASTERLY CURB.
ELEVATION: 1271.76'(NGVD 29) 0 40 80 120 160
CONSTRUCTION NOTES` LEGEND
� �� 0 DESCRIPTION �� PROPOSED STREET LIGHT(SEE CONSTRUC77ON NOTE FOR LIGHT FIXTURE SPECIFICATION)
0 INSTALL 22W AMERON CONCRETE STREET LIGHT POLE PER CITY STD. DWG. 508&STD. DWG. 509: 'ice EXISTING STREET LIGHT
AMERON 1C125 WITH 8'MAST ARM&GE EVOLVE ERL1-1-03—B3-27—A—GRAY—L (SCE LS-2B) ?-�
DIAL 7W0 WORKING 0 INSTALL LS-2B CUSTOMER HANDHOLE PER ESR 3-49(SEE SHEET 2A)NO. 5 PULL BOX #—• FUTURE STREET LIGHT
BEFORE �u�0 DAYS BEFORE (13"X24'X24)PER CITY STD. DWG. 510 AND CAL TRANS STANDARD DWG. ES-8. INSTALL (2)SAMP
YOU DIG YOU DIG FUSES(BUSSMAN#HER—AA) WITHIN HANDHOLE AND(2)#10 THHN/THWN-2—CU&(1)#10 CU—GND 0 PROPOSED UNDERGROUND CONCRETE PULLBOX NO 5(SCE LS-2B SERVICE POINT)
TOLL FREE 1-800-422-4133 ERSC 5/25/23 MB IN 1"SCHEDULE 80 PVC TO STREET LIGHT.
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT ESLPC-2022-0003
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS ITH THE PREPARED BY: SEAL 13
CITY OF LAKE ELSINORE SHEET
AND HAVE BEEN FOUND ACCEPTABLE pROFESSipy,
LIGHTING DESIGN I ELECTRICAL ENGINEERING ��� RD O'YF
CANDELA �F STREETLIGHT 14
z�zmint CA
Q No.2os31 m' IMPROVEMENT PLANS of
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ENGINEERING Ph.949.301.1333 TRACT 28214-9 ONSITE
REMON HABIB,RCE No.83156 DATE r....... candelaengineering.com 3 FILE No.
CITY ENGINEER
CITY OF LAKE ELSINORE DATE:04/19/2023 23-259
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FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND
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LIGHT STANDARD AND 10 FEET SOUTHERLY OF END OF CURB. SET
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ELEVATION: 1271.76'(NGV9 29) 0 40 80 120 160
CONSTRUCTION NOTES LEGEND
NC7a
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O7 INSTALL 22W AMERON CONCRETE STREET LIGHT POLE PER CITY STD. DWG. 508&STD. DWG. 509: 'ice EXISTING STREET LIGHT
AMERON 1C125 WITH 8'MAST ARM&GE EVOLVE ERL1-1-03-B3-27-A-GRAY-L (SCE LS-25)
DIAL7W0 WORKING O INSTALL LS-2B CUSTOMER HANDHOLE PER ESR 3-49(SEE SHEET 2A)NO. 5 PULL BOX #—•
BEFORE DAY$BEFORE (13"X24'X24)PER CITY STD. DWG. 510 AND CAL TRANS STANDARD DWG. fS-8. INSTALL (2)SAMPFUTURE STREET LlGH7
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TOLL FREE 1-800-422-4133 ERSC 5/25/23 MB IN 1"SCHEDULE 80 PVC TO STREET LIGHT.
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT ESLPC-2022-0003
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CI CITY OF LAKE ELSINORE SHEET
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REMON HABIB,RCE No.83156 DATE r....... candelaenginee,ng.com 3 FILE No.
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CITY ENGINEER POF CAS\F�
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