HomeMy WebLinkAboutESPLC-2021-0002 STREET LIGHT PLANS PLAN NO 21-257-21-260 GENERAL NOTES CITY OF LAKE ELSINORE
1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY RD
PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF NICHOLS
AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE
OF THELITYLOCATION,DOES NOT ORSTRUCTURE
THE EXISTENCSTITUTE A EATION AS L NON-EXISTENCE O THE PROJECT.
ANTHE ACCURACY Y UNDERGROUNDS STREET LIGHT IMPROVEMENT PLANSQ�F�S Oq�� TERETICORNIS AVE 74 �,qO
UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS
REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL � �P 15
UTILITIES,PIPES OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY
UTILITY(IES)DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED
OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR, PASADENA STREET AND CENTRAL A VENUEP qLF ST
AT HIS EXPENSE.
2. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENT OF CITY OF LAKE
ELSINORE'S CURRENT IMPROVEMENT STANDARDS AND SPECIFICATION AND AS INDICATED JF, 'S00
IN THE CITY OF LAKE ELSINORE MANUAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES.
3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR, FORTY-EIGHT
(48)HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(951)
674-3124, EXTENSION 247, BETWEEN THE HOURS OF 9:00 AM AND 4:00 PM, MONDAY
THROUGH THURSDAY. 74 �� O
4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS SrR7ck p� qL `��
TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION,AS
APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALLREQUIRE
IMMEDIATE
THE CONTRACTORS RESPONSIBILITY TO HAVE A DEPENDABLE O� �lrFSyQRF SITE 5� PTFF N.T.S.
5. IT SHALL BE
REPRESENTATIVE AT THE JOB SITE, AT ALL TIMES DURING CONSTRUCTION. �y
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE __ --_ _ _ _ _ _ _ _ __
NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY _ I �� C� LUGONIA ST
COMPANIES INVOLVED, AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK.
THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT -
1-800-422-4133,AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK. — LAKE ELSINORE
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK
AREA AND RELOCATION AND COST OF ALL EXISTING UTILITIES. _ — — — — — — — _ ————— —————— —————————— VICINITY MAP
8. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE NTS
WITHIN PUBLIC RIGHTS-OF-WAY BEFORE ISSUANCE OF SAID PERMIT, THE 7 �a
CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF Q
INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT �,J
PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME OF THE PROJECT Q
CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS. _
9. IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO. 8 OFFICE OF
CALTRANS,PLEASE MAKE REFERENCE TO THIS FACT IN THE GENERAL NOTES"SECTION 4-
OF THE IMPROVEMENT PLANS. W
10.THE SERVICE POINT ARE SUBJECT TO REVISION BY FINAL SCE PLANS, IT SHALL BE THE SEE SHEET 2
DEVELOPERS RESPONSIBILITY TO PROVIDE THE PROPER SERVICE TO THE STREET LIGHTSWill
SHOWN ON THIS PLAN
11.THE DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING CONDUIT AND CONDUCTORS
FROM THE STREET LIGHTS TO APPROVED SERVICE POINT FURNISHED BY SCE. — — — — — — — — —
12.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR DEVELOPER
AN ENCROACHMENT PERMIT FOR WORK PERFORMED WITHIN CITY RIGHT-OF-WAY.
XEBEC BUILDING COMPANY
- SCE SERVICE PLANNER: ERNIE MAYAGOITA, WORK ORDER NUMBER: TD#1885472
-ENERGY CHARGES PAID BY. SEAL OWNER. — — — OLD RANCH ROAD
-- SEAL BEACH, CA 90740
— BASIS OF BEARINGS:
THE BEARINGS FOR THIS SURVEY ARE BASED ON THE CENTERLINE OF
ABBREVIATIONS CENTRAL AVENUE BEING HELD AS NORTH 43'01'58"EAST AS SHOWN ON
PARCEL MAP NO. 33056 FILED IN BOOK 216,PAGES 45 AND 46 OF PARCEL
AB AGGREGATE BASE GM GAS METER PS,INI THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY,
TW TOP OF WALL INDEX MAP CA
AC ASPHALT CONCRETE INV INVERT ELEVATION W WATER
ACP ASBESTOS-CEMENT PIPE LIP LIP OF GUTTER WM WATER METER 1"=60'
BCR BEGINNING OF CURB RETURN MW MONITOR WELL WV WATER VALVE BENCHMARK
BM BENCHMARK PA PLANTING AREA VCP VITRIFIED CLAY PIPE
BW BACK OF WALK PB PULLBOX
NATIONAL GEODETIC OPUS SOLUTION:
CB CATCH BASIN PI PRESSURIZED IRRIGATION
CF CURB FACE Ti PROPERTY LINE BENCHMARK: OPUS SOLUTION
DATUM.* NA VD88
¢ CENTERLINE PROP PROPOSED
CI CAST IRON PVC POLYVINYL CHLORIDE SET TEMPORARY BENCHMARK ON-SITE(TBM)A MAC NAIL NEAR
CO CLEANOUT R RIDGE LINE THE WESTERLY CORNER OF THE PROPERTY. ELEVATION: 1264.50'
DT DIRT R/W RIGHT OF WAY
FEET
ECR END OF CURB RETURN SD STORM DRAIN
ELEC ELECTRIC SDMH DRAIN MANHOLE
EMIT ELECTRIC MANHOLE SL STREET LIGHT CONSTRUCTION NOTES LEGEND PUBLIC UTILITIES.
EPB ELECTRIC PULL13OX SS SANITARY SEWER
EP EDGE OF PAVEMENT SSMH SEWER MANHOLE O1 INSTALL UNMETERED SERVICE PEDESTAL PER CITY OF LAKE ELSINORE 0 STREET LIGHT PER CITY OF LAKE ELSINORE STREET LIGHT STANDARDS ELECTRICAL SERVICE DISTRIBUTION SOUTHERN CALIFORNIA EDISON
EX EXISTING S/W SIDEWALK STREET LIGHT STANDARD NO. 511. 1 EA
FIE FINISHED FLOOR T TELEPHONE
EXISTING STREET LIGHT WATER AND SEWER TREATMENT AND DISTRIBUTION ELSINORE VALLEY MUNICIPAL WATER DISTRICT
FG FINISHED GRADE TC TOP OF CURB O2 INSTALL 84 WATT STREET LIGHT GE EVOLVE #ERLI-0-09-C3-300- SOLID WASTE DISPOSAL RIVERSIDE COUNTY WASTE MANAGEMENT
A-GRAY-L AND POLE AMERON #IC125 PER CITY OF LAKE ELSINORE PROPOSED CONDUIT/CONDUCTORSIF PER CITY OF LAKE ELSINORE STREET
FS FINISHED SURFACE TMH TELEPHONE MANHOLE LIGHTING STANDARDS STORM WATER DRAINAGE RIVERSIDE COUNTY FLOOD CONTROL AND
G GAS IS TRAFFIC SIGNAL WATER CONSERVATION DISTRICT
GB GRADE BREAK TSPB TRAFFIC SIGNAL PULL BOX O INSTALL 2" PVC CONDUIT SCH 80 WITH 2#8 AND IJ8 GROUND o NO. 3 1/2 PULL BOX PER CITY OF LAKE ELSINORE STREET LIGHT STANDARDS
CONDUCTORS. 345 LF NATURAL GAS SOUTHERN CALIFORNIA GAS COMPANY
O INSTALL NO. 5 PULL BOX PER CITY OF LAKE ELSINORE STREET LIGHT UNMETERED SERVICE PEDESTAL PER CITY OF LAKE ELSINORE STREET FIRE PROTECTION RIVERSIDE COUNTY FIRE DEPARTMENT
STANDARD NO. 510. 1 EA e LIGHT STANDARDS
O5 INSTALL NO. 3 1/2 PULL BOX PER CITY OF LAKE ELSINORE STREET o NO. 5 PULL BOX PER CITY OF LAKE ELSINORE STREET LIGHT STANDARDS
LIGHT STANDARD NO. 510. 4 EA UTILITY OONTAOT
DIGALERT O INSTALL 3"PVC CONDUIT SCH 80 WITH PULL ROPE TO SCE FEEDPOINT. 8 LF CIRCUIT DESIGNATION COMPANY: RGI UTILITY CONSULTANTS
A POINT OF CONNECTION APPRE55: 200 5.MAIN 57.SUITE 516
O INSTALL 2"PVC CONDUIT SCH 80 WITH PULL ROPE FOR FUTURE USE. 80 LF CORONA,GA 92b82
GONTAGT: PA77I NEELY
PHONE NO: (951)2-79-'1900
EMAIL: R.ttin Iwadrww tilitw.—
SHEET INDEX
CALL BEFORE YOU DIG
SHEET 1 TITLE
SHEET 2
1-800-422-4133 SHEET 3 DETADSNA STREET LIGHTING PLAN
AT LEAST SHEET 4 SCHEDULES
2 WORKING DAY
NOTICE REQUIRED ERSC 08/13/2021 IV1B
ESPLC-2021-0002
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN APPROPRIATE COI DTIONS OF DEVELOPMENT LOPMENT AND/OR CITY AN
FOR D D STATE WITH E PREPARED BY: QpOFESS/pNq
LAWS AND HAVE BEEN FOUND ACCEPTABLE hQ�v NEWT,p Fy ENC�NEERING ESOURCES CITY of LAKE E�silvoRE SHEET I
ELECTRICAL • MECHANICAL • ENGINEERS
2 (9 9)450r, 31 z(94 IRUINE' CA 92678
AX STREET LIGHT IMPROVEMENT PLANS
(949) CHO-, T (9,14NE, CA 2 FAX
No.E13457 rn �i
�( 8-16-2021 ��✓ 8/11/21 * Ezp.9/30/22 * SCALE:AS SHOWN BENCH MARK: OF SHEETS
DATUM:NAlD88 TITLE SHEET
MON HABIB, RCE No. 83156 DATE CANN NEWTRAN REE No. E13457 DATE sTgFYFCTRICP�'A�Q SET TEMPORARY BENCHMARK ON-SITE FILE No.
CITY ENGINEER TF OF CNO� (TBM)AYMAC
NER DE NEAR
TH PROPERTY.
CITY OF LAKE ELSINORE DATE: 8/4/21 21-257
ELEVATION.CORNER
0"FEET
CITY OF LAKE ELSINORE
CONSTRUCTION NOTES
O INSTALL UNMETERED SERVICE PEDESTAL PER CITY OF LAKE ELSINORE
STREET LIGHT STANDARD NO. 511.
O INSTALL 84 WATT STREET LIGHT GE EVOLVE #ERLI-0-09-C3-300-
2,4 A-GRAY-L AND POLE AMERON #ICI25 PER CITY OF LAKE ELSINORE
A STREET LIGHT STANDARD NO. 508.
2 -' O3 INSTALL 2" PVC CONDUIT SCH 80 WITH 2#8 AND 1#8 GROUND
= CONDUCTORS.
PROPOSED CURB&GUTTER
J O4 INSTALL N0. 5 PULL BOX PER CITY OF LAKE ELSINORE STREET LIGHT
J ~ EXIST R/W PROPOSED S/W I STANDARD NO. 510,
hw
PROPOSED R/W
"" O5 INSTALL NO. 3 112 PULL BOX PER CITY OF LAKE ELSINORE STREET
LIGHT STANDARD NO. 510.
EXIST CURB & GUTTER
v�ti ro
EXIST S/W _7 � �r
o k EXIST R W J -� - - - - - - - - - J- - - - - O6 INSTALL 3"PVC CONDUIT SCH 80 WITH PULL ROPE TO SCE FEEDPOINL
/ --- 1 --- ----s
--o --+-------L--
O7 INSTALL 2"PVC CONDUIT SCH 80 WITH PULL ROPE FOR FUTURE USE.
x1 DRIVEWAY
5 7 3 5 3
+ LEGEND
ASPHALT
I STREET LIGHT PER CITY OF LAKE ELSINORE STREET LIGHT STANDARDS
TBM s s s s s s s s s— e—s—s s s s s s s s s S =s s s—s—s- Z EXISTING STREET LIGHT
s s s s s I
11+00 —s—s—s—s—s 12++00 s s s s s f3+uu xs xs xs x s sx x 15100 _--_ PROPOSED CONDUIT/CONDUCTORS PER CITY OF LAKE ELSINORE STREET
- - - - - - - - - - - Q LIGHTING STANDARDS
I g
EXIST EO.P. El o N0. 3 1/2 PULL BOX PER CITY OF LAKE ELSINORE STREET LIGHT STANDARDS
ASPHALT
UNMETERED SERVICE PEDESTAL PER CITY OF LAKE ELSINORE STREET
LIGHT STANDARDS
(D I p NO. 5 PULL BOX PER CITY OF LAKE ELSINORE STREET LIGHT STANDARDS
- / - - - - - - - - - - - - - - - - - - - CIRCUIT DESIGNATION
X POINT OF CONNECTION
6
EXIST R/W PASADENA STREET EXIST R/W
EXIST S/W EXIST S/W W N
EXIST CURB & GUTTER EXIST CURB &GUTTER o
2,4 2 2
0 3
Q
SCE SLAB BOX #2 2 W o
16+68 J_ 50' 50'
I SCE PME SCE SLAB BOX #1 � PROPOSED R/W PROPOSED CURB&GUTTER -- -- ---
16+15 16+46 I 1 40' 40' i
PROPOSED S/W �\ 1-_--
SEE ENLARGED PLAN W ( \----- / '0 y 10+73
ON THIS SHEET +� EXIST R/W / '-� EXISTING STREET LIGHT O1 SERVICE PEDESTAL A
PER DRAWING 99-15 16+05 - -
_ \ SCE PAD
{ / \ 15+97
---------J LJ- �;_
6--- p - ---- ----- ____
ASPHALT -�
O
+ 1 3 3 5 N 3 4 3
� ,I
Lvmow—
w�w
GATEw i z"SPvc x—x w 10 5 0 10 20
2
EPs s s s s 16+00 17+O0 18100 s+0 s s�s o0 20+00
� o SCALE: 7"=10'
I EP EXIST EO.P.
ASPHALT
DIGALERT -w A��HA w w -w -w w-w w -w -w_w-w_w-w_w-w-w_w-w_w-w-w _ _w ,940.62 ASAI
I w® 19"+00 PASADENA ST
30"Pvc = 10+00.00 CEN7RA AVE
7Y
o 'y'
CURB DRAIN 4 - - - - - - - - - - - - - - - - - - - - \ - -
T
EXIST R/W PASADENA STREET EXIST R/W ` //
CALL BEFORE YOU DIG I EXIST s/w EXIST s/W 20 10 0 20
EXIST CURB &GUTTER EXIST CURB& GUTTER
1-800-422-4133 \ /
AT LEAST SCALE. i"=20'
z=
2 WORKING DAY nQ
NOTICE REQUIRED ERSC 08/13/2021 IVIB wo
ESPLC-2021-0002
THESE PLANS HAVE BEEN FORWITH
MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVEDLOPMENTO AND/OR E D CITY A ESTATE PREPARED BY: QpOFESSIpNq
LAWS AND HAVE BEEN FOUND ACCEPTABLE hQ�v NEWT,p Fy NC�NEERING ESOURCES CITY of LAKE ELSINORE SHEET 2
X y, c ELECTRICAL MECHANICAL • ENGINEERS
2 (9 9)450r, 31 z(94)450' CA 92678
AX STREET LIGHT IMPROVEMENT PLANS
(949) CHLY, T (9,145E-0432 FAX A
w No.E13457 rn wi
8-16-2021 8/11/21 * Expo 9/30/22 * SCALE:AS SHOWN BENCH MARK: OF SHEETS
OA TUM:NA lD88 PASADENA STREET
MON HABIB, RCE No. 83156 DATE CANN NEWTRAN REE No. E13457 DATE sTgFlFCTR\"P,'A�Q SET TEMPORARY BENCHMARK ON-SITE FILE No.
CITY ENGINEER TF OF CAL1F W M A
�� WESTERLY CORNER OF THE PROPERTY.
CITY OF LAKE ELSINORE DATE: 7/28/21 ELEVATION: 7264.50"FEET 21-258
REMOVABLE PHOTOELECTRICAL CONTROL UNIT/ jR
ALUMINUM SHORTING CAP ESTRESSEDTOPCAP B'(TYPICAL) ONCRETE WIRES POLE,SEE STD.
DWG.NO.50812' }•STEEL PULL BOX
PLATE SEE WIRING SEE STD.DWG.
LED LUMINAIRE DETAIL BELOW N0.510
yF YQ ASTM A36
211U MIA. CAP GONER
KNOCKOUT
SEE STO.GWG. I ALUMINUM PIPE CONDUIT
NO 503 @ 504 20D MAX. T 160 TYPICAL 180 TYPICAL 1 12' CAP CONCRETE SHALL
_ RACEWAY BE 560-C-3250
FOR INTERSECTION - - - - SHAFT CROSS COILED SUCK FINISH GRADE
LIGHTING SECTION DETAIL BOLT sLoi
LOCATIONS
BASE PLATE AND CIRCLE ANCHOR BOLTS n
ELEVATION SLOTTED BASE PLATE SEE STD.DWG. - CRUSHED ROCK
PRESTRESSED TO POLE o - NO.SOB
NOTES AMERON POLE, NO.508NG CAP
1. PRPIECTS WITH SIGNALIZED INTERSECTIONS SHALL SEE BELOW 841Efl o SEE NOTE 5 1•CONDUIT
PROVIDE FOR SAFETY LIGHTS MOUNTED ON THE TABLE 1. ALL POLES SHALL BE PROVIDED WTH A CLEAR,FACTORY APPUED AMERSHIELD 130 SIGNALS POLES. ANT-GRAFFITI COATING AND SHALL BE ADJUSTED TO MISS DRIVEWAYS,EXISTING
2. ALL INTERSECTIONS SHALL HAVE AT LEAST ONE i UTUTY POLES.AND OTHER OBSTRUCTONS BY AT LEAST FIVE FEET.
STREET LIGHT. 2. CONCRETE POLES SHALL BE TAPERED,CENTRIFUGALLY CAST AND PRESTRESSED. CONCRETE SHALL BE 2"CONDUIT
POLES SHALL BE BLACK AND WHITE MARBLE AGGREGATE OR NATURAL E%POSED
RECOMMENDED DESIGN STANDARDS 3. STREET LIGHT LOCATIONS SHALL BE ADJUSTED TO i AGGREGATE POLE SHAPE AND COLOR SHALL BE UNIFORM FOR ANY ONE = 560-C-3250 AND 90'SWEEP
MISS DRIVEWAYS,EXISTING UTILITIES AND OTHER POURED AGAINST
POLE TYPE AMERON 1C125,SEE STD.DWG.NO.508 OBSTRUCTION BY AT LEAST FIVE FEET 5'. PROJECT.REPLACEMENT POLES SHALL MATCH EXISTING.
( ) i o POLE ID TAG 3. POLE HAND HOLE COVER PLATES SHALL BE ALUMINUM AND SECURING BOLTS UNDISTURBED EARTH
LUMINAIRE TYPE GE EVOLVE/ERL-1-0-09-C3-30-A 4. STREET LIGHTS SHALL BE LOCATED ON VERTICAL d SMALL BE STAINLESS STEEL TAMPERPROOF BOLTS OF THE TYPE INSTALLED WTH T
CURVES(CREST AND SAGE LOCATIONS) A RENTHEAD WRENCH.ANT SEIZE SMALL BE USED. J_'� `: AA)l
MAST ARM 8',SEE STD.DWG.NO.508 a 4. POLE IDENTIFICATION TAGS MUST BE PROVDED FOR ALL CITY OWNED STREET E NOTE 8
5. TYPICAL DISTANCE BETWEEN LIGHTS SHALL BE 180' UGHTS. GROUNDING COIL FOUNDATION
SPACING 180'TYPICAL,200'MAXIMUM WHEN INSTALLING UGHTS BETWEEN INTERSECTIONS. <0 6. MAST ARMS SHALL BE MINIMUM TWDHNCH(21 I.P.S.GALVANIZED STEEL OR SEE NOTE 4 ,� DETAILS SPACING PATTERN STAGGERED 6. LIGHTS SHALL BE PLACED AT PROPERTY UNES. - ALUMINUM AND SHALL BE SELFSUPPORTING W1HWT BRACES,SCROLLS OR
]. SEE"ILLUMINANCE LIGHTING LEVEL METHOD"SECTION RODS.THEY SHALL HAVE A MINIMUM d'SIX INCHES(61 OF HORIZONTAL O NOT
ILLUMINATION LEVEL SEE NOTE 7 IN TIHE CITY OF LAKE ELSINORE'S STREET UGHT STRAIGHT SECTION AT TUE END OF THE ARM TO MOUNT TO A I.P.S.SLIP FITTER UBE WHITE
MANUAL FOR AVERAGE,MINIMUM AND UNIFORMITY TYPE LUMINAIRE MOUNT.MAST ARMS SHALL BE EIGHT FEET(e')LONG FOR ALL POLE POLE EUTRALS
RATIOOF ILLUMINANCE REQUIRED BY ROADWAY p HANDHOLE LUMINAIRES9. ALL LED LUMINAIRES SHALL HAVE A PHOTOCELL RECEPTACLE UNLESS ON 6'SIDEWALKCLASSIFICATIONS COVER PLATE 18"MIN.yMULTIPLE SERWCE SYSTEMS WHICH CASE A RAIN TIGHT SHORTING CAP SHALL �8'9DEWALK E NOTE 7
a BE ILL BE KD ON THE UNUSED RECEPTACLE.PHOTOELECTRICAL CONTROL UNIT
y CONCRETE
SHALL BE FISHER-PIERCE,(IRSMS AN-30INAI LED OR APPROVED EQUAL.
P. CONCRETE 10.STREET MDHT POLLS,MAST ARMS AND LUMINAIRES NOT MEETING THESE
P. STANDARDS SHALL BE APPROVED BY CITY ENGINEER AND SHALL C DESIGNED
KNOCKOUT CAP FOR REQUIREMENTS
FWNDSME WTH GUSTS TO CRII RIA AN CONFORMANCE WTH
SHALL BE REQUIREMENTS OF THE AASITO DESIGN CRITERIA AND BE CAPABLE OF FOUNDATION
560-C-3250 HANDLING THE EPA AND WEIGHT OF THE LUMINAIRE. BEHIND SIDEWALK FOUNDATION WIRING DETAIL
3' BEHIND C&G
NOTES
APPROVED POLES-AMERON SERIES 1C1-BASE PLATE SOLE 135• 1. STREET LIGHT PULL BOX SHALL BE 5'MAX AWAY MOM STREET LIGHT
CATALOG OVERALL BASE ANCHOR POLE
ROADWAY CLASSIFICATION NUMBER POLE HEIGHT O.D BOLT /� 2- STREET LIGHT WIRE INSULATION MARKINGS SHALL BE PER LATEST
pp� GREENBOOK SPECIFICATIONS
SEE STANDARD DRAWNG MINOR LOCAL&COLLECTOR 1C123 23'-3' 8 1"%36"%4" 3. ALL CONNECTIONS SHALL BE TAPED WTH ELECTRICAL TAPE AND MADE
NO.509 FOR SECONDARY AND MAJOR 1C125 25'-9' 8 1"X36"X4" WY- pLµ� WATER-TIGHT
FOUNDATION DETAILS URBAN ARTERIAL M EXP.WAY 1C128 28'-3' 9 1"%36"%4" g 3 6'SIDEWALK( AREA -I 4. OPEN COIL(PER N.E.C).15'NO.4 BARE STRANDED WRE-COILED 3"
BELOW FOUNDATION AND SECURELY FASTENED TO ANCHOR BOLT FOR
GROUNDING
5. ATTACH GROUND WIRE TO ANCHOR BOLT WTH BRASS/COPPER
APPROVED LED LUMINAIRES-GE EVOLVE LED ROADWAY UGHTNG w IF LESS THAN 2', GROUNDING CLAMP
1 EXTEND A 2'WIDE 6. FUSE SHALL BE INSTALL IN ONE DIRECTION ONLY.FOR 240V SYSTEM
ROADWAY CLASSIFICATION GE EVOLVE CATALOG N0. WATTAGE 3 CONCRETE PAD USE 2 PULL FUSE HOLDER TYPE HEB-AA
BETWEEN SIDEWALK 7. CONNECT GREEN GROUNDING WIRE WTH 2'OF SLACK TO BARE NO.4
CUL-DE-SACS AND STUB ENDS -- - - -- AND STREET UGHT STRANDED WIRE
MINOR LOCAL&COLLECTOR ERL1-1-03-83-27-A-GRAY-L FOUNDATION
SECONDARY AND MAJOR ERL1-1-09-C3-30-A-GRAY-L 8. SYSTEM NEUTRAL AND GROUND/BONDING WRE MUST BE SECURED
CURB-TO-CURB(]0'-80') w FOUNDATION TOGETHER WTH BRASS/COPPER ARPPROVED CONNECTION
URBAN ARTERIAL&EXPRESSWAY L7-1- - - -A- AY-L WITHIN PLANTER AREA
RIGHT-OF-WAY(90 INTERSECTION SAFETY LIGHTS IERL7-1-09-D3-30-A-GRAY-L 4w L VLF T' C TT�P7OLE ID TAG
TREVTsI°N ENGINEERING DATE: CITY OF LAKE ELSINORE reEVlslo ENGINEERING DnTE. CITY OF LAKE ELSINORE TI ION ENGINEERING ENGINEERING DATE: CCTV OF
7 A U ELSINORE
D APPROVED Br 11 STREET LIGHT STANDARDSD APPROVED BY STREET LIGHT STANDARDS O gpPROVEDgy 1.11 1 STRrEETLLItG1H^TrSTANlD•AJRllDS n r,
TYPICAL STREET LIGHT PLACEMENTF506
No. STREET LIGHT POLE,POLE ID NO. STREET LIGHT FOUNDATION DETAIL NO.
an ENGINEER DATE SECONDARY AND MAJOR CITY ENGINEER DATE MAST ARM AND LUMINAIRE 508 CITY ENGINEER DATE 509
PULL BOX LID MYERS CABINET NO.USP 16-M2200-11CTB
}•MIN.TO FLUSHED WTH GRADE FOR SINGLE METER ANODIZED AT
}'MAX.UP SEE BELOW DETAIL �18"� ALUMINUM OR OR STAINLESS STEEL.
HINGED
Mo L1 ,. FINISHED GRADE - wt 0 ® ONE 200 AMP TOP
S h METER SOCK
COIL SLACK E%TENTION WHEN PULL )
�I BO%HOUSE IS SPECIFIED
L OR AS NECESSARY PUP ANO
BLOCK
e
U L� SECTION
y ONE BYPASS/TEST SWTCH BLOCKS SEE NOTE 6
PULL BOX SHALL REST 4 ONE PHOTOCELL SOCKETS WTH ONE
FIRMLY ON A 6"THICK
w FISHER PIERCE MODEL/75738-EBBC
BED OF T CRUSHED y AND FACTOR PHOTOELECTRIC UNIT
ROCK EXTENDING 6' rc AND FACTORY INSTALLED SHIELD SEE NOTES ONE y
1"CONDUIT 90'SWEEP 2•CONDUIT BEYOND THE OUTSIDE SIDE VIEW J
PROFILE VIEW EDGE OF THE PULL BOX PHOTOELECTRIC ANDTTEST SWTCHE
INSTALLATION DETAILS 1"-13 COARSE THREAD coNTRouEO
PULL BOX DIMENSION TABLE PENTA HEAD BOLT I� ONE 12-CKT METERED LOAD CENTERS
PULL BOX COVER STAINLESS STEEL I D WTH 100A/2P MAIN BREAKER
PULL BOX MIN.DEPTH MIN.DEPTH L1 WI FLAT WASHER I DE 3• LOAD LINE
BOX EXTENSION MIN. MIN. TE D L W FRONT VIEW I-B.SY-I 6.71"I-
NO.3} 12 N/A 1'-3' 9" 1}' 1}' 1'-3}"-V-31T 10"-10}" a'A� TO DEADFRONT
NO.5 12" 10' 1'-B' T_ 2" 1}' 1'-11}' 7'_t}• CAST IN BOLT , }, 2"SCHEDULE 80 PVC CONDUIT RIGHT SIDE VIEW
GRIPPER I'� 2"SCHEDULE BO PVC FOR STREET LIGHT(2 MINIMUM)
NO.6 12' 10' 2'-4}l'-3}' 2' 2" 2'-6}' 1'-5}" }"-13 UNIFIED CONDUIT(STREET
NATIONAL COARSE CROSSINGS)AS 3-SCHEDULE 80 PVC NOTES
am THREAD JAM NUT SHOWN ON PLANS CONDUIT WTH PULL-ROPE 1. THE SERVICE CABINET IS DIVIDED INTO 2
1. FOR CONDUIT INSTALLATION SEE SM.DWG.NO.421. WITH THREADLOCKER TO EDISON POWER SOURCE SECTIONS-THE BACK HALF IS THE UTILITY
CONDUIT TRENCH SHALL BE COMPACTED ro Sox }"-13 COARSE TYPICAL COVER GROUND ROD a"XB' PULL SECTION AND THE FRONT HALF(CURB
RELATIVE COMPACTION THREAD INSERT (RUN WRE TO ONE DETACHABLE BASE, SIDE IS THE CUSTOMER SECTION.WHEN PLACING
1.1. NEW CONDUITS SHALL MINIMUM 2"PVC PIPE WTH DRAINAGE CAPTIVE BOLT ANCHOR BOLT CENTERED ON 24"X32" )
SCHEDULE as HOLE ra" BASE AT TIME OF SWEEP IN BASE,THE 3"CONDUIT SHALL BE
1.2. CONDUITS SHALL BE ENCASED IN A MINIMUM OF L 0 CONCRETE POUR LOCATED IN THE BACK(UTILITY)SECTION AND
THREE INCHES(3')OF SAND ON ALL SIDES (DRAINAGE HOLE) THE 2"CONDUIT ALONG WTH THE GROUND ROD
1.3. CONDUITS SHALL 9E WEO TO A DEPTH OF NOT GF' �y1 SHALL BE LOCATED IN THE FRONT(CUSTOMER)
LLSS THAN(30")UNLESS PLACED UNDER SIDEWALK
IN MICH CAGE ONLY US-)SHALL BE REQUIRED. •• FQ'P SECTION A$SHOWN.
1.4 LOCATION TAPE SHALL BE INSTALLLD ABOVE THE `'Po 2. IF TWO SEPARATE CIRCUITS ARE PULLED
SAND LAYER ALONG THE LENGTH OF THE CONDUIT F 6ruNIE56 STEEL Q `� 0 THROUGH THE SAME CONDUIT,THE WRES SHALL
TRENCH TYPICAL THREADED MDWME WTM C Q�PpC BE COLOR-CODED RED OR BLACK FOR EASY
1.5. CONDUIT RUNS SHALL HAVE A MAXIMUM LENGTH OF Co L G IDENTIFICATION AT THE PULL BOX.USE PHENOLIC
200 FEET. INSERT FORK 2) qCe �VxX, PLASTIC LABELS AND TIES TO LABEL EACH
2. PULL BOX SHALL BE INSTALLED q CIRCUIT'S POSITION
2.1. PULL BOX THAT FEEDS INTO WE SERMCE POINT ��LABo m�BE TAMPER 3. ALL CONCRETE SHALL BE TYPE 560-C-3250
SHALL BE A p PULL Box AND WTHIN 5'OF THE HARD�E� ucxnxc. 4. THE CABINET DOOR AND ELECTRIC METER
DIGALERT PEDESTAL H MANffA- WINDOW SHALL FACE THE CURB
2.3. WITHIN 5'RE MAN STREET UGHT NRFR'BDLaO 24'- 5. COVERPLATE MAY BE REQUIRED FOR ONE OF THE
2.4. WHERE MORE MAN S CONDUIT RUNS INTERSECT SPECIFIED WNDOWS.
2.5. WHERE CONDUIT RUNS ARE MORE THAN 200'LONG f'X Y PULL T 8. ALL SERVICE CABINETS SHALL CONTAIN AN
25. AT THE END OF CONDUIT RUN AOT WIp A' LINE
28. AT CRITICAL ANGIE PdNTS AND AS ORDERED BY �� OA ADDRESS LABEL CONSTRUCTED FROM 12"WOE X
CITY ENGINEER 8"HIGH WHITE REFLECTIVE SELF-ADHESIVE
2.7. PULL BOXES LOCATED IN DRIVEWAY OR WTHIN MATERIAL.THE ADDRESS NUMBERS AND STREET
5-FEET OF DRIVEWAY SHALL BE TRAFFIC RATED(SEE 24"X48"X4'PCC PAD FOR
CALIRANS STANDARD FOR TRAFFIC RATED PULL BOX. L SERVICE ACCESS OR SIDEWALK 48" NAME SHALL BE 1 1/2'BLACK SELF-ADHESIVE
2.8. No PULL BOX SHALL BE PLACE IN THE PLANTER W CURB FACE LABELS.
AREAS
2.9. PULL BOX COVER SHALL BE ETCHED POLYPROPYLENE LOM RATING
FACE ANCHORED IN CONCRETE WTH ULTRA-MOLET
INHIBITOR PLAN VIEW
COVER DETAILS
RF,G1OONN ENGINEERING DATE. CITY OF LAKE ELSINORE RE ION ENGINEERING DATE CITY OF LAKE ELSINORE
OVE
CALL BEFORE YOU DIG D APPRDB STREET LIGHT STANDARDS APPROVED BY STREET LIGHT STANDARDS
1-800-422-4133 ENGINEER DATE PULL BOX AND NO. CI ENGINEER SERVICE CABINET NO.
AT LEAST CONDUIT INSTALLATION 5 I 0 511
2 WORKING DAY CITY
NOTICE REQUIRED
ERSC 08/13/2021 MB
ESPLC-2021-0002
THESE PLANS HAVE BEEN MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR FOR AND/ORECITY AND WITH ESTATE PREPARED BY: QpOFESS/pNq
LAWS AND HAVE BEEN FOUND ACCEPTABLE hQ�v NEWT,p Fy NC�NEERING ESOURCES CITY OF SAKE ELSINORE SHEET `
X y, c ELECTRICAL MECHANICAL ENGINEERS V
C'� m (99)450Y, 31 2(94 IRNNE, CA 92678
2 FAX
STREET LIGHT IMPROVEMENT PLANS
(949) CHLY, T (9,145E-0432 FAX
/L w No.E13457 rn
8-16-2021 (� 8/11/21 * E%p.9/30/22 * SCALE:AS SHOWN BENCH MARK: OF Ai
SHEETS
DATUM:NA D88 DETAILS
MON HABIB, RCE No. 83156 DATE CANN NEWTRAN REE No. E13457 DATE sTgFlFCTR(CP\"��F SET TEMPORARY BENCHMARK ON-SITE FILE No.
THE
CITY ENGINEER T/OF CALIF WESTERLYMAC CORNER OFNAILATHE PROPERTY.
CITY OF LAKE ELSINORE DATE: 7/15/21 ELEVATION: 1264.50'FEET 21-259
i—NEW NEMA"5R"
IOOA-120/240V-I IP-5N
M BRACED FOR 65KAIG MOUNTED PANEL8 100 AMP
METER PEDESTAL"A"ON FLUSH IN PEDESTAL 1'mM40 VOLT7PH,3W MAIN CIO CUR BR EAKEfl
CONCRETE SERVICE PAD SUB FACE 1WABUS MAIN LOOS ON LY
IOOA Circull • Watb Per Phaae Circull
2P ) PER SGE REQURMENTS No Description Bar LCL Phase A Phase B Bar No
(6H6) 1 MAIN CIR CU IT B R EAKER 10D 20 2 STREET LIGHTING
04 2
3 '
PANEL"A"(NEMA"5R") 2 84 2 4
G IRGUIT BREAKERS 5 SPACE SPACE
6
SHALL BE EATON(BAR) J SPACE SPACE
UTILITY COMPANY SEEe
AVAILABLE FAULT i N07E 5 9 SPACE SPACE
CURRENT:_ - __A 10
- I 11 SPACE SPACE 12
JIndividual Tnlals For Phases ASB• 1 841 84
PEDESTAL "A" Sum Total Wallageot Phaaea ASB= B8
LCL
SEE SITE PLAN Long Continuous Load(Ught W.11•ge)- 188 -125ee• zua
Total Want Minus Long Continuous Load• a 100%-
FOR 5GE GO AND Total WaII Plus 125%a Long Continuous Load 210 Am a
CONTRACTOR PURPOSES.
Amperage(Line Above Divided By Volkge)• 0
Watlape Of Highest Phase= ® CO AND
"A" STREET LIOHTINO 51NOLE LINE 2160RAM 2 3 4 Highest Phase Amperage- FOR SGE CONTRACTOR PURPOSES.
N.T.S.
PROVIDE PERMANENT PLACARDS ON ALL NEW PANELS THAT INDICATE
FEEDER RATING INCLUDING:AMPS-VOLTS-PHASES-WIRES.
REFERENCE NOTES
OI ALL EQUIPMENT SHALL BE U.L.LISTED.
GALL EQUIPMENT CLEARANCES SHALL BE PER CODE.
O3 51NOLE LINE 15 ONLY DIAORAMMATIG,PEDESTAL SHALL BE LAID OUT
PER CORRESPONDING PLAN ON THESE DRANIN65.
OPER ART.110.22 EQUIPMENT WITH SERIES RATING APPLIED SHALL BE VOLTAGE DROP CALCULATIONS
MARKED: "CAUTION-SERIES COMBINATION SYSTEM RATED
____AMPERES.IDENTIFIED REPLACEMENT COMPONENTS REQUIRED."SEE w c oQ
SINGLE LINE DIAGRAM FOR AVAILABLE FAULT CURRENT. p C
S 1 HOLE LINE D 1 AORAM NOTES =� J ��' i= WWaW ~N w 0 J a a
�Q (W/� NQ U aJ INy 7'•` �Q Z O d'
f J Q W J g)d K KO Sa 20 r Q F K > FLL I-d
LL O S ZO W Q 3 > '� w O Q OG 2 00 00
I. SIZE NO.I ANG CONDUCTORS AND SMALLER ARE TO USE THE 60" 8 p SOURCE LOAD > a > o LL Si< 8 d C O o.LL N H w > >
COLUMN OF TABLE 510.16 TO DETERMINE AMPAGITY.CONDUCTORS
#1/0 AN6 AND LARGER ARE TO USE THE-15o COLUMN OF TABLE SERVICEPEDESTALA STREETLTG 240 V 1 240.0V 20A 1 8 Cu PVC 250' 0.4A 0.90 239.9V 0.1 V 0.1%
510.16 TO DETERMINE AMPAGITY.(SEE UL ELECTRICAL CONSTRUCTION SERVICEPEDES7ALA STREETLTG 240 V 1 239.8 V 20A 1 8 CU PVC 96 0.4A 0.90 239.7V 0.1 V 0.1%
MATERIALS DIRECTORY 4 ART 110.14(G).
2. ALL CONDUCTORS SHALL BE COPPER AND RATED 90"G AND 600 (1)VALUES OF AC REACTANCE FOR COPPER AND ALUMINUM CONDUCTORS USED IN CALCU LATING VOLTAGE DROP ARE FROM NEC CHAPTER 9,TABLE 9.
VOLTS.SIZES NO.b AN6 AND LARGER SHALL BE STRANDED AND (2)UNLESS NOTED OTHERWISE,POWER FACTORS ARE STANDARD FROMTITLE 24 NONRESIDENTIAL COMPLIANCE MANUAL,SECTION 8,TABLE 8-2.
NO.10 AND SMALLER SHALL BE SOLID.USE TYPE THHN/THNN-2. (3)DISTANCES AREAS MEASURED ON PLAN,PLUS VERTICAL RISE BETWEEN FLOORS/ROOF,PLUS 20 FEET FOR TERMINATION AT EQUIPMENT.
(4)ACTUAL VOLTAGE MAY VARY DEPENDING ON TRANSFORMER TAP.PERCENT VIOLTAGE DROP DOES NOT APPLY
5. PEDESTAL SHALL BE BRACED FOR 65,000 AIG MINIMUM,UNLESS (5)AS REFERENCED FROM NOMINAL VOLTAGE.
OTHERN15E NOTED.ALL OVER CURRENT DEVICES IN THE MAIN
SNITGHBOARD SHALL BE FULLY RATED AT 65,000 AIG MINIMUM AND
SHALL SERIES RATE AT 65,000 AIG WITH DONN STREAM DEVICES,
UNLESS OTHERWISE NOTED.
4. ALL CIRCUIT BREAKERS SHALL BE BOLT ON TYPE.
5. PROVIDE MAIN SERVICE GROUND CON5I57IN&OF(2)10'X5/4"DIA.
COPPER GLAD GROUND RODS SPACED AT LEAST 6'APART A17H 1#2
GU-5/4"G BETNEEN&ROUND RODS AND METER PEDESTAL GROUND FIXTURE SCHEDULE
BUS.BOND AT BOTH ENDS.
SYMB WATTS LAMPS VOLTS DESCRIPTION MANUFACTURER
6. SERIES RATING BASED ON EATON 65KAIG ILL COMPONENT
RECOGNIZED SERIES CONNECT RATINGS. 0 84 LED 120.277 LED POLE MOUNTED STREET LIGHT W RH GE EVOLVE#
3DDOK PHOTOELCTRIC CONTROL U NIT.VLONG MAST ERL1-0-09C3-30-AGRAY-L
•� 8800 LUMENS ARM AND 2V9'POLE PER CITY OF LAKE AMERONN
UTIL1 I I/ NOTES: ELSINORE STANDARD#508. 1C125
1. INCOMING UTILITIES ARE IN THE PROCESS OF BEING COORDINATED
BUT ARE STILL NOT TOTALLY DEFINED.CONTRACTOR SHALL BUILD
FROM ELECTRICAL UTILITY COMPANY ENGINEERED DRANIN&5.
DIGALERT
CALL BEFORE YOU DIG
1-800-422-4133
AT LEAST
2 WORKING DAY
NOTICE REQUIRED ERSC 08/13/2021 IVIB
ESPLC-2021-0002
THESE PLANS HAVE BEEN FORWITH
MARK REVISIONS APPR. DATE APPROPRIATE CO DITIONS OF DEVEDLOPMENTO AND/OR E D CITY A ESTATE PREPARED BY: QpOFESS/pNq
LAWS AND HAVE BEEN FOUND ACCEPTABLE hQ�v NEWT,p Fy NC�NEERING ESOURCES CITY of SAKE ELSINORE SHEET 4
X y, c ELECTRICAL MECHANICAL • ENGINEERS
2 (9 9)450r, 31 z(94)450' CA 92678 STREET LIGHT IMPROVEMENT PLANS
(949) CHLY, T (9,145E-0432 FAX
w No.E13457 rn
8-16-2021 8/11/21 * Ezp.9/30/22 * SCALE:AS SHOWN BENCH MARK: OF 4SHEETS
OA NM:NA 1088 SCHEDULES
MON HABIB, RCE No. 83156 DATE CANN NEWTRAN REE No. E13457 DATE sTgF/FC7RICP`' SET TEMPORARY BENCHMARK ON-SITE FILE No.
CITY ENGINEER TF OF CNOI" WESTERLYMCORNER OFAC NAIL ATHE PROPERTY.
R THE
CITY OF LAKE ELSINORE DATE: 7/16/21 21-260
ELEVATION. 1264.50'FEET