Loading...
HomeMy WebLinkAboutESLPC-2022-0001 STREET LIGHT PLAN NO 23-241-23-246 GENERAL NOTES 1. NOTE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U7/LITY 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 COMPLETENESS OFAKE TSTRUCTUREHEELOCAORE DOES TION,NORNTHE EXISTENCE OR NON-EXISTENCE OF ANYTHE ACCURACY OR UNDERGROUND UTILITY, TO APPROVED SERVICE POINT FURNISHED BY SCE. [//�U T V...r. .,,(s 1 N/CyO�s PIPEPRECAUTIONARY MEASURES FOR THEM THIN THE /TS OF PR07FC77ONTHE ROFJECT THE ALL U LITIES,TRACTOR IS PIPES OR STRUUCTURES WHETHER SHOWN ON FOR RED TO TAKE ALL DUE 12, IWORK SHALL PERFORMED RESPONSIBILITY WTHIN CITY RIGHT-OF-WA THE DEVELOPER OR CONTRACTOR TO APPLY FOR AN ENCROACHMENT PERMIT STREET L I V® ® ® IMPROVEMENT PLANSGOP`'R0 R� THESE PLANS OR NOT.ANY UTILITY(/£/)DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE p l y�' /\ REPAIRED OR REPLACED TO THE SA RSFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR,AT HIS - SCE SERVICE PLANNER VAL ROSALES, WORK ORDER NUMBER 7D2069109 ::::::::::::rr?:?:.c ..... EXPENSE - ENERGY CHARGES PAID BY LMD(DEVELOPER,LAID,OTHER). FOR TRACT 28214 'S m'::: :::::::.::::... �G Ci 2. ALL WORK SHALL CONFORM 7O THE MOST CURRENT REQUIREMENT OF CITY OF LAKE ELSINORES CURRENT Om M Ij IN ST. O� IMPROVEMENT STANDARDS AND SPECIFICATION AND AS INDICATED IN THIS MANUAL.IT IS THE CONTRACTORS OTHER N07ICE5 PRECEDENCE to P 0 RESPONSIBILITY 70 BE FAMILIAR N9TH THESE STANDARDS AND CODES AT ALL TIMES THESE SPECIFlCA710N5 ARE NOT COMPLETE-IT IS A SUPPLEMENT TO THE LATEST f0/7ION OF THE STANDARD lS AND LAKE STREET 3THE 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 BEGINNING ANY WORK.CALL FOR INSPECTION AT(951)674-J124,EXTENSION 247,BETWEEN THE HOURS SPECIAL PROVISION IN CASE OF CONFLICT NTH THE GREEN BOOK OR CITY OF LAKE ELSINORE STANDARD SPECIAL IN T l T LAKE ELSINORE OF 9..00 AM AND 4:00 PM,A40NDAY THROUGH THURSDA Y. PROVISIONS THESE SPECIFICA TJONS SHALL TAKE PRECEDENCE. 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE NTH CAL TRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTON,AS APPROVED BY THE CITY ENGINEER OR HIS OWNER/APPLICANT REPRfSENTA DVE.FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. 5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTA77VE AT THE✓08 SITE,AT PUCTE HOME COMPANY, LEG ' �F RIVER$1DE ALL TIMES DURING CON57RUCTlON' 27401 LOS ALTOS STE. 400 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCA7ON OF ANY MISSION WEJO, CA 92691 I I PRIVATE ENGINEER'S NOTICE TO THE CONTRACTOR: UTILITIES CONTRACTOR SHALL NOTIFY ALL UDLITY COMPANIES INVOLVED,AT LEAST FORTY-EIGHT(48)HOURS PRIOR PHONE.' (562)441-2050 TO BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT 1- !♦I*♦ I I THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR VICINITY MAP 800-422-4133,A T LEAST FORTY-EIGHT(48)HOURS PR/OR TO BEGINNING WORK. STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE Z THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCATION SOILS ENGINEER -�-' ���♦♦ RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UPLI77ES EXCEPT z NOT TO SC&F AND COST OF ALL EXISTING U7E RESPONSIBLE m •�♦ THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS EXPECTED TO TAKE PRECAUTIONARY 8. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCIION WORK DONE WITHIN PUBLIC RIGHTSOF- PTRA GEOTECOUNT CENT INC. i� :- \ ♦ ♦ SHEET 3 MEASURES TO PROTECT THE UTILLIABILITY A LINES SHOWN ON THESE DRAWINGS THE CONTRACTOR 40880 COUNTY CENTER DRIVE, SUITE R --J \ ♦• � 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 l � ♦` OR STRUCTURES, SHOWN OR NOT SHOWN ON THESE PLANS. CONTRACTOR AGREES THAT ENGINEER NTH CERTIFICATE OF INSURANCE AND REQUIRED BONGING FOR PUBLIC IMPROVEMENTS THE CONTACT. GRAYSON WALKER - E� ♦♦♦ HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING * PROPOSED STREET LIGHT(REFER TO CONSTRUCTION NOTE FOR FIXTURE SPECIFICATION) ENCROACHMENT PERMIT MUST BE PRESENT AT IHE JOB SITE DURING THE TOTAL TIME OF THE PROJECT (951)-600-2271 �'��( ♦♦♦ THE COURSE OF CONSTRUCTION ON THIS PROJECT INCLUDING SAFETY OF ALL PERSONS OR CONSTRUCTION ALONG NTH AN APPROVED SET OF IMPROVEMENT PLANS. A I ♦ PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO _--0 FUTURE STREET LIGHT ♦♦ NORMAL WORKING HOURS, THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD 9. IF AN ENCROACHMENT PERMIT lS REQUIRED THROUGH THE DISTRICT NO.8 OFFICE OF CAL TRANS,PLEASE 32 CIVIL ENGINEER /!, l r , ,``�J%♦♦ THE COUNTY, THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, 0 PROPOSED UNDERGROUND CONCRETE PULLBOX NO 5(SCE LS-2B POINT OF CONNECTION) MAKE REFERENCE TO THIS FACT IN THE'GENERAL NOTES°SECTION OF THE IMPROVEMENT PLANS. It THE ( ♦♦, REAL OR ALLEGED, IN CONNECTION NTH THE PERFORMANCE OF WORK ON THIS PROJECT KWC ENGINEERS I ',�� ♦ \ ♦ THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT �' j� ♦ ' ♦ (USA) PH. 1-800-227-2600, TWO (2) WORKING DAYS PRIOR TO DIGGING. NO 10. THE SERVICE POINT ARE SUBJECT TO RE05/ON BY FINAL SCE PLANS,IT SHALL BE THE DEVELOPERS 1800 COMPTON AVENUE, SUITE 100 �� �"` ♦ ENCROACHMENT PERMIT ISSUED BY THE RIV. CO. TRANS. DEPT SHALL BE VALID INVOLVING RESPONSIBILITY TO PROVIDE THE PROPER SERVICE TO THE STREET LIGHTS SHOWN ON THIS PLAN CORONA, CA 92881 I , PHONE (951)734-2130 '�'�� ♦♦ ��� � UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER / I \���\ ,♦♦ DITCHESA AND UNDERGROUND SERVICE UNDERMININGTSTRE T IMPROVEMENTS. TO PREVENT GRADED ,4 . ., . INDEX OF SHEETS .STREET LIGHT GENERAL NOTES %,,;/ ; �� �� `� `. 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE CITY OF LAKE ELSINORE. SCE PLANNER 4- -// A vC� SHEET 2. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE CURRENT CITY OF LAKE ELSINORE 1 , �\� �� ,�% NO. DESCRIPTION VAT.ROSALES ♦ � ,I STANDARD DRAWINGS, STANDARD SPECIAL PROVISIONS, SPECIAL PROJECT PROVISIONS, AND THE VALENTINEROSALES®SCECOM T / STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION WITH TITLE SHEET SUPPLEMENTS, THE NATIONAL ELECTRICAL CODE, THE CALIFORNIA STATE SAFETY ORDER AND ALL PHONE: (951)315-1637 /' �� � 'y.�� �� OTHER CODES AND ORDINANCES, AND RULES AND REQUIREMENTS OF AUTHORITIES HAVING ♦ jJ i, .�I ♦♦ �� �O �� i 2 ELECTRICAL DETAILS JURISDICTION. �' ♦ ��� 3-6 STREET LIGHT PLAN 3. THE CONTRACTOR SHALL PAY ALL FEES AND OBTAIN PERMITS AS REQUIRED BY THE UTILITY jA, COMPANY REQUIREMENTS AND THE CITY OF LAKE ELSINORE. I� ,'/ ♦ �\ �♦, 4. MATERIALS SHALL BE RECOGNIZED BY THE UNDERWRITER'S LABORATORY, INC., AS HAVING � ��-! SUITABLE CHARACTERISTICS WHEN PROPERLY FORMED AND TREATED, INCLUDING RIGID POLYVINYL I�l''� �� .�% BA,7L7 Of BEARINGS CHLORIDE (SCHEDULE 40) FOR UNDERGROUND USE, AND RIGID POLYVINYL CHLORIDE (SCHEDULE C2 CV J�j� ♦ �\ THE BASIS OF BEARING FOR THIS SURVEY IS DERIVED FROM AN ONLINE POSITIONING USER 80) FOR USE ABOVE GROUND AND PASSING UNDER ROADWAYS. CONDUITS TO HAVE A MINIMUM ♦.�,'�' A ♦ �, ♦ ♦ SERVICE (OPUS) SOLUTION USING THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, OF 24"OF COVER BELOW STREETS AND 18"OF COVER BELOW LANDSCAPE OR SIDEWALKS. SHEETS S%��//� ♦ �O ZONE 6, BASED LOCALLY ON CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) ""CNPP; 5. ALL WORK RELATED TO ELECTRICAL SERVICE SHALL BE PERFORMED IN CONFORMANCE WITH �♦ � � %% "P474; AND ""SBCC- NAD_83(2011)EPOCH 2O10.00 AS SHOWN HEREON. ALL BEARINGS SHOWN SOUTHERN CALIFORNIA EDISON COMPANY REQUIREMENTS AND THE CITY OF LAKE ELSINORE. /�'� ♦ L ON 7HlS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS 6. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES WITH THE p /�G!i� ��Q � �� AS SHOWN PER THAT RECORD REFERENCE ALL DISTANCES SHOWN ARE GROUND DISTANCES WORK SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES I ,'>% QP ♦♦ �,� / �� UNLESS SPECIFIED OTHERWISE GRID DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GROUND RESULTING DIRECTLY OR INDIRECTLY FROM THEIR OPERATIONS, WHETHER OR NOT SUCH FACILITIES /� Q' ♦ Z� Cy �, DISTANCE BY A COMBINA AON FACTOR OF 0.99990957 CALCULATIONS ARE MADE AT CONTROL ARE SHOWN ON THESE PLANS. ,� . O POINT "99" WTH COORDINATES OF N:2200064.438 (GRID) E6222480.222 (GRID) USING AN I 7. ALL LUMINARIES, LIGHTING STANDARDS, AND MAST ARMS USED IN THE WORK SHALL BE OF THEQ��G ELEVATION OF 1462.062(NGV029). SAME STYLE AND BY THE SAME MANUFACTURER. ALL BALLAST SHALL BE MULTI-TAP TYPE j� /, �� �� (120/208/240). I /'�'// ♦ " �� Oy 8. TWENTY-FOUR (24) HOUR PRIOR NOTICES SHALL BE GIVEN FOR ALL CITY INSPECTIONS. V�/� �� \ �,� CONSTRUCT/ON NOTES 9. ALL WORK INCLUDING BONDING SHALL BE DONE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL ♦ /,'� �� R` CODE (NEC), CURRENT EDITION. %i�j� �; ��� (QTY) O DESCRIPTION �W,'h� ♦ \�? `� ♦� (38) ( INSTALL AMERON CONCRETE STREET LIGHT POLE PER CITY STD, DWG. 508&STD.DWG. 509. SHEET 4 AMERON 1C728 WITH 8'MAST ARM&GE EVOLVE ERL1-0-09-D3-30-A-GRAY-L(SCE LS-2B) NOTIfICATIONS 4. , �� ♦� (1) 1B INSTALL 22W AMERON CONCRETE STREET LIGHT POLE PER CITY STD.DWG. 508&STD. DWG. 509.. CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES AT LEAST 48 HOURS '><��� j �, �� \ ♦, AMERON IC123 NTH 8'MAST ARM&GE EVOLVE f7?L1-i-03-B3-27-A-GRAY-L(SCE LS-25) IN ADVANCE OF STARTING CONSTRUCTION OR EXCA VA PON: '�%� ; �� �� ♦♦ (38) O INSTALL LS-2B CUSTOMER HANDHOLE PER ESR 3-49(SEE SHEET 2A)NO.. 5 PULL BOX RIVERSIDE COUNTY TRANSPORTA AON (951J 955-6880 I 7/,/'/ ♦♦ ♦� (13'X24 X24)PER CITY STD. DWG. 510 AND CAL TRANS STANDARD DWG. ES-8.INSTALL(2)5AMP DEPARTMENT-COUNTY 7RA S ORT SECTION j��:��� ♦♦ ��� �� FUSES(BUSSMANJ/HEB-AA) WITHIN HANDHOLE AND(2)J/10 7HHNITHWN-2-CU&(1)J/10 CU-GND /�/, ♦ IN I"SCHEDULE 80 PVC TO STREET LIGHT. SPECTRUM (951)406-1690 ♦ �)/� ��� �% EXISTING TRAFFIC SIGNAL SAFETY LIGHT SHOWN ON SEPARATE PLAN FRONTIER (800)366-7801 j j i� ♦♦ V �� % ♦ � % 4 FUTURE STREETLIGHT NOT PART OF THIS SCOPE ELSINORE VALLEY MUNICIPAL WATER DISTRICT (951)674-3146 RIVERSIDE COUNTY FLOOD CONTROL DISTRICT (951)955-1200 SOUTHERN CALIFORNIA GAS CO.: (800)427-2200 ♦ SOUTHERN CALIFORNIA EDISON CO.: (800)655-4555 j✓� I ♦♦ �� �� UNDERGROUND SERVICE ALERT(USA): (800)422-4733 OR 811 j� �i� ,�j � �� %, %/ 'e % SHEET 6 �,///, � `� BENCH MARK:BM B-95-61 / / \`�\ \\ ♦' FROM THE APPROXIMATE INTERSEC77ON OF COLLIER AVENUE AND I / /� ♦ �� \� NICHOLS ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER AND 38 // /' j ♦ ♦♦♦� FEET NORTHEASTERLY TO BENCHMARK. 10 FEET SOUTHERLY OF A �;/, /� �� \ ♦• LIGHT STANDARD AND 10 FEET SOUTHERLY OF END OF CURB. SET T CHISELED SQUARE ON NORTHEASTERLY CURB. j // / ' ♦♦♦ \� ` �� ELEVATION 1271.76 (NGV0 j9)�.D SHEET INDEX MAP O ♦♦♦. T` . //,��, ���" SCALE: 1,=100, ♦♦ I �^�"�� ��� I� ALBER 0 100 200 s00 400 p'- DIAL TWO WORKING H)LL RANCH ROAD ��0 BEFORE „„0 DAYS BEFORE YOU DIG YOU DIG ERSC 4/14/2023 MB TOLL FREE 1-800-422-4133 O A PUBLIC SERVICE BY U UNDERGROUND SERVICE ALERT ESLPC-2022-0001 MARK REVISIONS APPR. DATE APPROP ATE CONDITIONS OF DEVELOPMENT AND/OR CSE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE IVTY AND STATE LAWS ITH THE PREPARED BY: SEAL Q{i0FE55/p CITY OF LAKE ELSINORE SHEET 1 AND HAVE BEEN FOUND ACCEPTABLE LIGHTING DESIGN I ELECTRICAL ENGINEERING �0�(''NARD O F, 6 C/�NDELA =� �F STREETLIGHT z7aP ntCJuanita w C N0.2os27 m OF 5/2572023 Dana IMPROVEMENT PLAN m ExP.03/31/241,A BENCH MARK: SHEETS ENGINEERING Ph. TRACT_ TRACT 28214-9 OFFSITE MON HABIB,RCE No.83156 DATE ........ canaelaengineenng.com r FILE No. CITY ENGINEER 9Tf-OF TITLE SHEET CITY OF LAKE ELSINORE DATE:2/6/2023 23-241 PULL BOX DD PHOTOELECTRICAL CONTROL UNIT/ 7y'MIN.TO RUSHED WITH GRADE REMOVABLE SHORTING CAP PRESTRESSED MAX.UP SEE BELOW DETAIL ALUMINUM e'(TYPICAL) CONCRETE WIRES TOP CAP SEE NOTE 3 12' A- L1 FINISHED GRADE WT 3"STEEL Hli LED LUMINAIRE oOc PLATE n p' ASTM A. COIL SLACK EXTENTION WHEN PULL 2}"°IA. CONDUIT BOX HOUSE IS SPECIFIED ALUMINUM PIPE 1 12"i II RACEWAY OR AS NECESSARY SHAFT CROSS oD' SECTION DETAIL BOLT SLOT EXPRESSWAY MAX URBA ARTERIAL `off BASE PLATE AND CIRCLE N 200' ELEVATION SLOTTED BASE PLATE AND MAJOR MAX. PULL BOX SHALL REST PRESTRESSED TO POLE w -- FIRMLY ON A 5"THICK AMERON POLE, 1• BED OF}'CRUSHED SEE BELOW BOffi 3 O ROCK EXTENDING 6" TABLE 1. ALL POLES SHALL BE PROVIDED WITH A CLEAR,FACTORY APPLIED AMERSHIELD SEE NOTE 3 t'CONDUIT 90'SWEEP BEYOND THE OUTSIDE SIDE VIEW ANTI-GRAFFITI COATING AND SHALL BE ADJUSTED TO MISS DRIVEWAYS•EXISTING R' STREET LIGHT 2"CONDUIT EDGE OF THE PULL BO% - UTILITY POLES,AND OTHER OBSTRUCTIONS BY AT LEAST FIVE FEET. LOCATED AT BUS PROFILE VIEW 2. CONCRETE POLES SHALL BE TAPERED,CENTRIFUGALLY CAST AND PRESTRESSED. BU$STOP STOP INSTALLATION'DETAILS `��- i POIES AGGREGAT SHALL BE BLACK A WC G EGATE O NATURAL EXPOSED POLE SHAPE AND SHALL BE SHA BEUNIFORMFOR ANYONE PULL BOX DIMENSION TABLE 13 COARSE THREAD PROJECT.REPLACEMENT POLES SHALL MATCH EXISTING. PENTA HEAD BOLT F o POLE ID TAG 3. POLE HAND HOLE COVER PLATES SHALL BE ALUMINUM AND SECURING BOLTS PULL BOX COVER STAINLESS STEEL D SHALL BE STAINLESS STEEL TAMPERPROOF BOLTS OF THE TYPE INSTALLED WITH SEE NOTE 2&4 DE A RENTHEAD WRENCH.ANTISEIZE SHALL BE USED. PULL BOX FIAT WASHER MIN.DEPTH MIN.DEPTH U. WI a 4. POLE IDENTFlCATON TAGS MUST BE FRONDED FOR ALL CITY OWNED STREET <O¢ BOX IXTENSION MIN. MIN. TE D L W ^ LIGHTS. N0.3} 12' N/A 1'-3' 9" 1}" 1}" 1'-3}'-1'-3R'10"-10}" - � _ 8. MAST ARMS SHALL BE MINIMUM MANCH(2)I.P.S.GALVANIZED STEEL OR O CAST-IN BOLT ALUMINUM AND SHALL BE SELF-SUPPOIRTNG WITHOUT BRACES.SCROLLS OR W J J N0.5 12" 10" 1'-8' 11" 2" 1}" 1'-11}" 1'-13' RODS.THEY SHALL HAVE A MINIMUM OF SIX INCHES(6)OF HORIZONTAL O? GRIPPER "f SIRAIGHT SECTION AT THE END OF THE ARM TO MOUNT TO A I.P.S.SLIP FITTER V' SECONDARY, NO.6 12' to' 2'-4}1'-3}' 2' 2" 2'-6}' 1'-5}' TYPE LUMINAIRE MOUNT.MAST ARMS SHALL BE EIGHT FEET IS)LONG FOR ALL COLLECTOR NATIONAL UNIFIED I-100'MAX-I NATIONAL COARSE - HANDHOLE LUMINAIRES AND LOCAL 9. ALL LED LUMINAIRES SHALL HAVE A PHOTOCELL RECEPTACLE UNLESS ON THREAD JAM NUT COVER PLATE MULTPLE SERVICE SYBTEM IN WHICH CASE A RAIN TIGHT SHORTING CAP SHALL 1.OFOR CONDUIT INSTALLATION SEE SID.DWG.NO.421, WITH THREADLOCKER BE INSTALLED ON THE UNUSED RECEPTACLE PHOTOELECTRICAL CONTROL UNIT a O¢ R I-AMITTA TRENCH SHALL BE COMPACTED TO 90X }"-t3 COARSE TYPICAL COVER SHALL BE FISHER-PIERCE/TtS-2-105-W5VAC LED OR APPROVED EOUAL O J JII RELATIVE ONDICOMP S SA THREAD INSERT CONCR TE 10.STREET LIGHT POLES,MAST ARMS AND LUMINAIRES NOT MEETING THESE F-200 MAX. O 1.1. NEW CONDUITS SHALL MINIMUM 2'PVC PIPE WITH DRAINAGE CAPTIVE BOLT CONCRETE STANDARDS SHALL BE APPROVED BY CITY ENGINEER AND SHALL BE DESIGNED MAJOR �AF O z SCHEDULE SO HOLE KNOCKOUT CAP FOR(100-MPH)WINDS WITH GUSTS TO(130 MPH)IN CONFORMANCE WITH 1.2. CONDUITS SHALL BE ENCASED IN A MINIMUM OF SHALL BE REOUIREMENTS OF THE AASHTO DESIGN CRITERIA AND BE CAPABLE OF THREE INCHES(3-)OF SAND ON ALL SIDES (DRAINAGE HOLE) 560-C-3250 HANDLING THE EPA AND WEIGHT OF TIE LUMINAIRE. U.L CONDUITS SHALL BE LAIED TO A DEPTH OF NOT LESS THAN(30")UNLESS PLACED UNDER SIDEWALK -: 3- NOTES IN WHICH CASE ONLY(Is-)SHALL BE REQUIRED. SEE NOTE 3&4 1. PROJECTS WITH SIGNALIZED INTERSECTIONS 1.4. LOCATION TAPE SHALL BE INSTALLED ABOVE THE SAND LAYER ALONG THE LENGTH OF THE CONDUIT ILHARS'owARTMIm APPROVED POLES-AMERON SERIES 1C1-BASE PLATE STYLE SHALL PROVIDE FOR SAFETY LIGHTS TRENCH TYPICAL THREADED RECESS IN COVnt 1.35' MOUNTED ON THE SIGNALS POLES. 1.5. CONDUIT RUNS SHALL HAVE A MAXIMUM LENGTH OF INSERT Fdt xuaJw00 CATALOG OVERALL BASE ANCHOR 2. ALL INTERSECTIONS SHALL HAVE AT LEAST 200 FEET. (TOTAL 2) ROADWAY CLASSIFICATION n ONE STREET LIGHT. 2. PULL BOX SHALL BE INSTALLED NUMBER POLE HEIGHT OLD BOLT 3. FOR EXPRESSWAY,URBAN ARTERIAL AND 2.1. PULL BOX THAT FEEDS INTO SCE SERVCE PUNT TAIIPFR ID LABEL SHALL ItE MAJOR ROADWAYS,LOCATE STREET LIGHTS SHALL BE A J5 PULL BOX AND WITHIN 5'OF ME REBISTANT� SmEET SEE STANDARD DRAWING MINOR LOCAL&COLLECTOR 1C123 23--3" 1 8r 1-X36-X4" - PEDESTAL AaowARB N0.509 FOR SECONDARY AND MAJOR 1C125 25'-9' a 1"%36"X4" AT ALL BCR'S OR ECR'S. 2,2, WITHIN 5'OF EACH STREET LIGHT M''a�i1� FOUNDATION DETAILS 3 4. FOR SECONDARY,COLLECTOR,LOCAL AND 2.3. WHERE MORE THAN Two CONDUIT RUNS INTERSECT nesiaB Loco URBAN ARTERIAL&EXP.WAY 1C128 28-3 9 1'X38"X4" MINOR LOCAL,LOCATE STREET LIGHTS AT 2.4. WHERE CONDUIT RUNS ARE MORE THAN 200 LONG t•%+'Puu �1 ECR'S. 2.5. AT THE END OF CONDUIT RUN SLAT MTH}' 1 5. TYPICAL DISTANCE BETWEEN LIGHTS SHALL 2.6. AT ENaNEERANGLE POINTS AND AS ORDERED BY `A� 1TR PM APPROVED LED LUMINAIRES-GE EVOLVE LED ROADWAY LIGHTING .E BE 180'WHEN INSTALLING LIGHTS BETWEEN 2.7. CULL BOXES LOCATED IN DRIVEWAY OR WITHIN 1 INTERSECTIONS. 5-FEET OF DRIVEWAY SHALL BE TRAFFIC RATED(SEE ROADWAY CLASSIFICATION GE EVOLVE CATALOG NO. WATTAGE 3 6. LIGHTS SHALL BE PLACED AT PROPERTY CALTRANS STANDARD FOR TRAFFIC RATED PULL BOX. L W MCUL-DE-SACS AND STUB INOR LOCAL&COLLECTOR SAY-L 1 LINES. 2.8. NO PULL BOX SHALL BE PLACE IN THE PLANTER AREAS LOAD RATING SECONDARY AND MAJOR ERL1-0-09-C3-30-A-GRAY-L 2.9. PULL BOX COKR SHALL BE ETCHED POLYPROPYLENEse FACE ANCHORED IN CONCRETE 1WTH ULTRA-VIO ET URBAN ARTERIAL&EXPRESSWAY L7 -L INHIBITOR COVER DETAILS INTERSECTION SAFETY LIGHTS L7 - - - - - -1 POLE ID TACT REVISION REVISION REVISION E APPROVED ENGINEERING DATE CITY OF LAKE ELSINORE ENGINEERING DATE CITY OF LAKE ELSINORE OVED ENGINEERING DATE CITY OF LAKE ELSINORE APPROVED BY STREET LIGHT STANDARDS Q APPROVEDBY STREET LIGHT STANDARDS APPROWD BY STREET LIGHT STANDARDS TYPICAL STREET LIGHT PLACEMENT NO. PULL BOX AND NO. STREET LIGHT POLE,POLE ID No. Cm'ENGINEER DATE INTERSECTIONS 503 CITYENGINEER DATE CONDUIT INSTALLATION 510 CITY ENGINEER DATE MAST ARM AND LUMINAIRE 508 Figure 3-29:Non-Residential,Unmetered Service- DWG,NOE5o8 0-200 A-0-240 V-Single-Phase-LS-2B . . ,Street Lighting Systems Only NG putt Box SEE STD.DWG. 100'MAX-{- L 180'TYPICAL DETAIL BESEE LIOW SEE 5TD.DWG. NO 503&504 Customer Owned N0.510 FOR INTERSECTION _ j Handhole Grade 30'X30"X7'KNOCKOUT LIGHTING -'"-- CAP CONCRETE SHALL LOCATIONS BE 560-C-3250 200'MAX. 1 180'TYPICAL COILED SLACK FINISH GRADE PULL BOX SEE Customer /'-PmvMed ANCHOR BOLTS STD.DWG.NO.510 J�� Fusing CRUSHED ROCK SEE STD.DWG. NO.508 GROUNDING CAP SEE NOTE 5 1"CONDUIT RECOMMENDED DESIGN STANDARDS Crushed Rock ,I o POLE TYPE AMERON 1C128,SEE STD.DWG.NO.508 CONCRETE SHALL BE 2"CONDUIT LUMINAIRE TYPE GE EVOLVE ERL-1-0-09-D3-30-A 560-C-3250 AND 90'SWEEP 8 g MAST ARM 8' SEE STD.DWG.N0.508 SCE COMoit to Customer Conduit to - POURED AGAINST Cusbmer Hardin - S'Ngle Cusomer Slmetlight UNDISTURBED EARTH SPACING 180'TYPICAL 200'MAXIMUM SPACING PATTERN ONE SIDE,SEE BELOW J- FOUNDATION 5 AMP SEE NOTE 8 ILLUMINATION LEVEL SEE NOTE 7 Not-is): FUSE MAX. 1. LS2B des an unmelemd GROUNDING COIL DETAILS SEE NOTE 6 NOTES pbvi Point of service f� sbgle wstomer owned streegight. SEE NOTE 4 L-3p"-'ll G 2. A dedicatM service shall be provided horn an existing distribution system to a wSWm,handhols. 1. PROJECTS WITH SIGNALIZED INTERSECTIONS SHALL PROVIDE FOR SAFETY LIGHTS 3. Points ofservics shall be designed upb,andind irgthewstamerownedhandMleper SCEsVeedightslandards. WEATHER DO NOT MOUNTED ON THE SIGNALS POLES. 4. Custom,shall hunfsh one install an of Ma material listed bebw: TIGHT FUSE WHITE 2. ALL INTERSECTIONS SHALL HAVE AT LEAST ONE STREET LIGHT. POE POLE SEALANT NEUTRAL$ 3, STREET LIGHT LOCATIONS SHALL BE ADJUSTED TO MISS DRIVEWAYS,EXISTING D Customer ovmad Handhole with Cusomer provided labeling e 22 UTILITIES AND OTHER OBSTRUCTION BY AT LEAST FIVE FEET(5'). ODua.bendV-c-Ition bad n to the distdisd sou rce 6'SIDEWALK F 4. STREET LIGHTS SHALL BE LOCATED ON VERTICAL CURVES(CREST AND SAGE ❑Cable,and other materials Ins.hendhole to sheellighl �s'SIDEwALX.� te'MIN. SEE NOTE 7 LOCATIONS) ❑Other material as mquirM $ $ 5. TYPICAL DISTANCE BETWEEN LIGHTS SHALL BE 180'WHEN INSTALLING LIGHTS ❑Photowntrgller BETWEEN INTERSECTIONS. ❑Fusing per NEC standards 6. LIGHTS SHALL BE PLACED AT PROPERTY ONES. FOUNDATION ' 7. SEE'ILLUMINANCE LIGHTING LEVEL METHOD"SECTION IN THE CITY OF LAKE Table 3-8:LS-28 Streetlight Design Requirements FOUNDATION ELSINO RE'S STREET LIGHT MANUAL FOR AVERAGE,MINIMUM AND UNIFORMITY RATIO OF BEHIND SIDEWALK WIRING DETAIL ' ILLUMINANCE REQUIRED BY ROADWAY CLASSIFICATIONS HandnoMM BEI-BND C&G Stratton Material Loratlen Condull Contludor NOTES IOU%Lx D) 1. STREET LIGHT PULL BOX SHALL BE 5'MAX AWAY FROM STREET LIGHT 73'x 24'x 15' Ptasib Parkways and sail POLE 13'x24'z24' Concrete SMevraBlsaM rNncreie 1-trz' pB Al tlupex 2. STREET LIGHT WIRE INSULATION MARKINGS SHALL BE PER LATEST GREENBOOK SPECIFICATIONS W Customer Owned Haldhole. POLL 3. ALL CONNECTIONS SHALL BE TAPED WITH ELECTRICAL TAPE AND MADE BENCH MARK.'BY B-95-61 PUNIER WATER-TIGHT 6'SIDEWALK 4. OPEN COIL PER N.E.0,15'NO.4 BARE STRANDED WIRE-COILED 3" FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND AREA BELOW FOUNDATION AND SECURELY FASTENED TO ANCHOR BOLT FOR NICHOLS ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER AND 38 GROUNDING FEET NORTHEASTERLY TO BENCHMARK. 10 FEET SOUTHERLY OF A 5. ATTACH GROUND WIRE TO ANCHOR BOLT WITH BRASS/COPPER LIGHT STANDARD AND 10 FEET SOUTHERLY OF END OF CURB. SET IF LESS THAN 2, GROUNDING CLAMP CHISELED SQUARE ON NORTHEASTERLY CURB. as I EXTEND A 2'WIDE 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•(NGVD 29) BETWEEN SIDEWALK 7. CONNECT GREEN GROUNDING WIRE WITH 2'OF SLACK To BARE No.4 1 � AND STREET LIGHT STRANDED WIRE ' e Rol CURB-TO-CURB(98'-110') CURB-TO-CURB(98'-110') FOUNDATION 8. SYSTEM NEUTRAL AND GROUND/BONDING N1RE MUST BE SECURED � RIGHT-OF-WAY(120'-142')�'I RIGHT-OF-WAY(120'-142') FOUNDATION TOGETHER WITH BRASS/COPPER ARPPROVED CONNECTION OPPOSITE SIDE PERPENDICULAR OPPOSITE SIDE STAGGERED WITHIN PLANTER AREA REVISION F APPFQVFO ENGINEERING DATE, REVISION CITY OF LAKE ELSINORE TE APFROVED ENGINEERING DATES CITY OF LAKE ELSINORE DIAL TWO WORKING APPROVED BY APPROVED BY STREET LIGHT STANDARDS STREET LIGHT STANDARDS BEFORE DAYS BEFORE EFFECTIVE DATE YOU DK YOU C TYPICAL STREET LIGHT PLACEMENT No. 1-25-2019 Underground Service Connections 0-600 V ESR-3 F509 LL FREE 1-800-422-4133 ERSC 4/14/23 MB CITY ENGINEER DATE URBAN ARTERIAL&EXPRESSWAY 507 APPROVED JCITY ENGINEER DATE STREET LIGHT FOUNDATION DETAILA PUBLIC SERVCE BY q�Vectrical rvlce equlremeTds PAGE 3-49 UNDERGROUND SERVICE ALERT ►SCEPublicA MARK REVISIONS APPR. DATE APPROP ATE CONDITIONS OF DEVELO MENT AND/OR CSE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ITY ITH THE PREPARED BY: SEAL TY AND STATE LAWS 2 AND HAVE BEEN FOUND ACCEPTABLE pROFESSI CITY OF LAKE ELSINORE SHEET LIGHTING DESIGNI ELECTRICAL ENGINEERING Q�� DOE,Cw STREET LIGHT 6 272mcatla926a w NG0/31 IMPROVEMENT PLANrJ/2rJ/ZO23DanaPoinLCA92624Ph949.201.1333 ExP.03/31/za-c BENCH MARK: OF SHEETS TRACT 28214-9 OFFSITE MON HABIB,RCE No.83156 DATE candeteengineenn8.com FILE No. CITY ENGINEER UP GIRL FILE ELECTRICAL DETAILS CITY OF LAKE ELSINORE DATE:2/6/2023 23-242 ESLPC-2022-0001 11 111 � 111 II �1 / I�I II I FU TURF FUTURE 11 ' R/W / _CURB I0 I NICHOLS ROAD ' 1 \� 1D m 48, _,� — \\ 60, CURB SCALE.- 1,=40. o R/W o �� �� 0 40 80 120 160 Y o m o �-60'� II 48 Q D 2 2 I R/W 2 ki n— CURB \\ oo \ MATCHLINE SEE SHEET 2 0 (, STA=63.00.00 rn 1 2 FUTURE FUTURE R/W - - -CURB=_ _ - - - - - - -- - __ — — - - — _- - _ _� - __I- - —�- - _ - -- - _ — - - -- - _ al -- — —� - - - - _ - - - - - - - - - - _ - - — - - -- - - -- - - - - - - 60, k 48' NICHOLS ROAD2 - - - - - -2a - - - 27 2B 29 sa 3 -6+ ti --- — — — — — — — — — — — — — — — — — — OOr _ 60— © - - - - - tn It +� — — — — it Zti pA 48 In o=l © 3 3 CURB J� O O o o R/w Q� Z o CQ N o+ o � N N N 27' 27' 1 SCALE. 1•=40 2 0 40 80 120 160 2 2 2 45' 45' I i I ALBERHILL BENCHMARK.'BMB-95-61 RANCH ROAD 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 CONSTRUCTION /�^TO// T ,�/ NOTES �/ T`�` CHISELED SQUARE ON NORTHEASTERLY CURB. (,O/V J/!I V C/IO V /V®/L J ELEVATION: 1271.76'(NGIN 29) NC7A?4E7caT 0 DESCR/PT/ON LEGEND 1 INSTALL IC128 CONCRETE STREET LIGHT POLE PER CITY STD. DWG. 508&STD. DWG. 509: O AMERON 1c12a CO C MAST ARM&GE POLES ER CITY 9-03-3D-A-cRA STD. (SCE WG.Ls-2e) e PROPOSED STREET LIGHT(REFER 70 CONSTRUCTION NOTE FOR FIXTURE SPECIFICATION) O INSTALL LS-2B CUSTOMER HANDHOLE PER ESR 3-49(SEE SHEET 2A)NO. 5 PULL BOX -'-0 FUTURE STREET LIGHT DIAL7W0 WORKING (13'X24'X24)PER CITY STD. DWG. 510 AND CAL TRANS STANDARD DWG. ES-8. INSTALL (2)5AMP BEFORE DAY$BEFORE FUSES(BUSSMANJ/HEB-AA) WITHIN HANDHOLE AND(2)J/10 THHN/THWN-2-CU&(1)#10 CU-GNDv0u DIGYOU DIG IN 1"SCHEDULE 80 PVC TO STREET LIGHT. PROPOSED UNDERGROUND CONCRETE PULLBOX NO 5 (SCE LS-2B POINT OF CONNECTION) iDLL EREE ERSC 4/14/23 MB 0 EXISTING TRAFFIC SIGNAL SAFETY LIGHT SHOWN ON SEPARATE PLAN A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ESLPC-2022-0001 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT ANDOR CITY AND STATE LAWS ITH THE PREPARED BY: SEAL 3 AND HAVE BEEN FOUND ACCEPTABLE pRDFESS�py, CITY OF LAKE ELSINORE SHEET LIGHTING DESIGN I ELECTRICAL ENGINEERING ��� 'RO Fcw STREETLIGHT6 znaPoinRenamw �Q Na03131 m IMPROVEMENT PLAN Dana Point CA 926�4 OF5/25/2023 mE%Po3/m/za-�A BENCH MARK: SHEETS Ph949.301.1333 TRACT 28214-9 OFFSITE IB,RCE No.83156 DATE caneeiaengineering.com 3 FILE No. CITY ENGINEER 9rf pF CA`\FpP NICHOO TERRA COTTA ROAD STREET CITY OF LAKE ELSINORE DATE:2/6/2023 23-243 z FUTURE FUTURE 48'60' CURB Rlw - - - 3 �� - - - - - - - - - - --� — - - - 3� - - - - - - - - - - -,�8 - - - - - — � - - - - - - �o �o - - - - - - — — — — — — — _ — — — — Oo oZ o 48'60' NICHOLS ROAD CIS m W ti o� AL te) CURB o ---- - o rn Z I Raw cx� N + + SCALE 1 1-40 Mimi 2 2 2 2 2 2 0 40 60 120 160 — i ti on �3 48 "O1- - - _ - -_ _- - _- - - _ FUTURE FUTURE=o _,�- - - -_� � - - - _ CURB 6C R/w 48' _ _ _ --__�s- - _ _ _ _ { - - - \� — -- - - - -4�- - / I— N P�gNEER E 2 QO . CURB �� 1 i 1 + F- u I scALE 1.=40 2 1 35 35i _� 45' 1 0 40 so 120 160 2 2 2 45' BENCHMARK BY B-95-61 FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE AND S ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER AND 38 FEET CONSTRUCTION NOTES° 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. O DESCRIPTION ELEVATION. 1271.76'(NGVD 29) O INSTALL AMERON CONCRETE STREET LIGHT POLE PER CITY STD, DWG. 508&STD. DWG. 509: D Q y� Rol AMERON IC128 WITH 8'MAST ARM&GE EVOLVE ERU-0-09-D3-30-A-GRAY-L (SCE LS-2B) LEGEND fSln�e � � 1B INSTALL 22W AMERON CONCRETE STREET LIGHT POLE PER CITY 3SID.-2 DWG. 508 L(SC DWG. 509: YOU DIG AMERON tc123 wires B'MAST ARM&GE EuotuE ERv—t—o3—e3—v—A—GRAY—L(SCE is-2e) �� PROPOSED STREET LIGHT(REFER 70 CONSTRUCTION NOTE FOR FIXTURE SPECIFICATION) O INSTALL LS-2B CUSTOMER HANDHOLE PER ESR 3-49(SEE SHEET 2A)NO. 5 PULL BOX (13'X24 X24)PER CITY SID. DWG. 510 AND CAL TRANS STANDARD DWG. ES-8. INSTALL (2)5AMP �. -0 FUTURE STREET LIGHT DIAL TWO WORKING FUSES(BUSSMANf HEB—AA) WITHIN HANDHOLE AND(2)#10 THHN/THWN-2—CU&(1)#10 CU—GND BEFORE DAYS BEFORE IN I"SCHEDULE 80 PVC TO STREET LIGHT O PROPOSED UNDERGROUND CONCRETE PULLBOX NO 5 (SCE LS-2B POINT OF CONNECTION) YOU DIG FREE 1-800-421 ERSC 4/14/23 MB O FUTURE STREETLIGHT NOT PART OF THIS SCOPE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ESLPC-2022-0001 MARK REVISIONS APPR. DATE APPROP ATE CONDITIONS OF DEVELO MENT AND/OR CSE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ITY ITH THE PREPARED BY: SQL TY AND STATE LAWS 4 AND HAVE BEEN FOUND ACCEPTABLE 99OFE5S/ CITY OF LAKE ELSINORE SHEET LIGHTING DESIGN I ELECTRICAL ENGINEERING Q��G Ecw ` STREET LIGHT 6 =naPoinllCA9262 wQ Na2osv m IMPROVEMENT PLAN Dana Point CA 9�6�4 OF5/2512 023 mLxP.o3/d,/za ABENCH MARK: SHEETS Ph949.101.1333 TRACT 28214-9 OFFSITE MON HABIB,RCE No.83156 DATE candelaenginee,ng.com 3 FILE No. CITY ENGINEER arfOF CA�Fofi°' NICHTO TERRA COTTA ROAD STREET CITY OF LAKE ELSINORE DATE:2/6/2023 23-244 _ Z ZD — __ __ FUTURE FUTURE _ - - - - - - R/W - - - - - - - - - - -48'60' - CURB - - - - - 60 cn T --- -- — - — — — — — 59 W0000, -- — 5S" — — — 57 58 LAKE STREET - �UR�R/W 48 70' + on C�) vo SCALE. 1.=40. 0 40 80 120 160 1 2 2 2 2 2 I II I I 0 - - - 'I - - - - - - - _ _ _ _ =4- - _ _ _ _ _ _ — t -0 FUTURE- - - - - �n __ _ _ - - - - - - - 4 — � 60' - _FUTURE- - - R/W e _ _ - - -451 8' — CURB _ — ems- - - — �2I -- - _ - - - — --- 4e - --- =—+-- tiT — — —4�-- e�---T--�-- — —�-�-- _ _— -------- nm� - - —4p - - - - _ - - -�—€—� -- -- - - - - - - - - - - _ ---- ��� - —+—- ----- --------�KESTREET 00 48'76.5' 0 - SCALE. 1"=40' milli mCURB s 0 40 80 120 160 R/W cu � �1-0 N 1 2 2 1 2 2 2 2 BENCHMARK. BY 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'(NGVD 29) p CONSTRUCTION NOTES LEGEND 0 DESCR/17/0N 3a� PROPOSED STREET LIGHT(REFER TO CONSTRUCTION NOTE FOR FIXTURE SPECIFICATION) LET �I�nl O INSTALL AMERON CONCRETE STREET LIGHT POLE PER CITY STD. DWG. 508&STD. DWG. 509. AMERON 1C128 WITH 8'MAST ARM&GE EVOLVE ERL1-0-09—DJ-30—A—GRAY—L (SCE LS-25) �� FUTURE STREET LIGHT DIAL TWO WORKING O INSTALL LS-28 CUSTOMER HANDHOLE PER ESR 3-49(SEE SHEET 2A)NO. 5 PULL BOX BEFORE "� DAYS BEFORE (13 X24'X24')PER CITY STD. DWG. 510 AND CAL TRANS STANDARD DWG. ES-8. INSTALL (2)5AMP 0 PROPOSED UNDERGROUND CONCRETE PULLBOX NO 5 (SCE LS-2B POINT OF CONNECTION) YOU DIG YOU DIG FUSES(BUSSMAN f HEB—AA) WITHIN HANDHOLE AND(2)JflO THHN/THWN-2—CU&(1)110 CU—GND OLL EREE 1-800-422-4133 ERSC 4/14/23 MB IN I"SCHEDULE 80 PVC TO STREET LIGHT. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ESLPC-2022-0001 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS CITY OF LAKE ELSINORE SHEET 55 AND HAVE BEEN FOUND ACCEPTABLE pROFESSI LIGHTING DESIGN I ELECTRICAL ENGINEERING e'`���NARD O F C/�NDEL/� y= �F STREETLIGHT 6 'naPoinI'CA9262 w Q p.03/31 m� IMPROVEMENT PLAN ayo� Dana Point CA 9�6�4 OF 5/2 512 0 2 3 m Exp.o3/m/za A BENCH MARK: SHEETS ENGINEERING Ph.949.101.1333 TRACT 28214-9 OFFSITE MON HABIB,RCE No.83156 DATE .... candelaengineedng.com c FILE No. qT C7R1 ? LAKE STREET FROM CITY ENGINEER POp CAUF� ALBERHILL RANCH ROAD CITY OF LAKE ELSINORE DATE:2/6/2023 TO NICHOLS ROAD 23-245 — _ _ - - - - - - - - — = = 48 FUTURE T,60' �o _ � —q- - - - FUTURE — - - -+— - - - —H11 — — — — — — — — —_ W 48'78' LAKE STREET O 34 CURB Rlw rn scaLE• 1,=40, Omni o � O 2 0 40 80 120 160 2 "q 5' 45' P NG�R\p Pp RP 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'(NGVD 29) CONSTRUCTION NOTES LEGEND RDIT 0 DESCR/PT/ON O INSTALL AMERON CONCRETE STREET LIGHT POLE PER CITY STD. DWG. 508&STD. DWG. 509: �� PROPOSED STREET LIGHT(REFER TO CONSTRUCTION NOTE FOR FIXTURE SPECIFICATION) AMERON 1CI28 WITH 8'MAST ARM&GE EVOLVE ERL1-0-09—DJ-30—A—GRAY—L (SCE LS-2B) INSTALL LS-2B CUSTOMER HANDHOLE PER ESR 3-49(SEE SHEET 2A)NO. 5 PULL BOX -0 FUTURE STREET LIGHT DIAL TWO WORKING (13 X24'X24)PER CITY SID. DWG. 510 AND CALTRANS STANDARD DWG. ES-8. INSTALL (2)5AMP BEFORE „0 DAYS BEFORE FUSES(BUSSMANf HEB—AA) WITHIN HANDHOLE AND(2)#10 7HHN/THWN-2—CU&(1)j10 CU—GND YOU DIG YOU DIG IN I"SCHEDULE 80 PVC TO STREET LIGHT. O PROPOSED UNDERGROUND CONCRETE PULLBOX NO 5 (SCE LS-2B POINT OF CONNECTION) TOLL FREE 1-800-422-4133 ERSC 4/14/2023 MB O EXISTING TRAFFIC SIGNAL SAFETY LIGHT SHOWN ON SEPARATE PLAN A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ESLPC-2022-0001 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 Q{ CITY OF LAKE ELSINORE SHEET 6 AND HAVE BEEN FOUND ACCEPTABLE iOFESS/pI L6_—_ LIGHTING DESIGN I ELECTRICAL ENGINEERING I��'NAR0O F, 6 C/�NDELA =� �F STREETLIGHT I I :�:°'cafe'°aniw w Q No.2osv m IMPROVEMENT PLAN Dana Paint CA 92624 OF 7 aJQ� 5/25/2023 exP.03/31/2a-�A BENCH MARK: SHEETS ENGINEERING Ph.949.20a.1333 m_ TRACT 28214-9 OFFSITE MON HABIB,RCE No.83156 DATE ........ canaelaengineenng.com r FILE No. CITY ENGINEER 9'A'ar 1 �``� AL ERHSLLRRANCH ROAD CAE q CITY OF LAKE ELSINORE DATE:2/6/2023 TO NICHOLS ROAD 2'-246