HomeMy WebLinkAboutENG-2016-00253 STREET LIGHTING PLAN NO 21-179-21-183 CITY OF LAKE ELSINORE
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IN-TRACT STREET LIGHTING PLANS - TRACT NO. 31957
GENERAL NOTES
I.STREET LIGIHRNG SYSTEM FOR TRACT 3B57 B A US-2 STREET LIGHTING SYSTEM ELECTRICAL
SOY OF CONNECTION SHALL BE AN UNMETERBJ ELECTRICAL SERVICE PEDESTAL
S,STREET LIGHT DESIGN PLANS FOR CONSTRUCTION SHALL FOLLOW THE LATEST EDITION OF THE
CITY OF LAKE ELENORE STREET LIG-R MAN-AL DESIGN CRITERIA E STANDARDS THE MANUAL IS TO
SUPPLEMENT THE LATEST BATON OF THE STANDARD SPECIFICATIONS FOR PUELIO WORKS
CONSTIR TION'GREN BOOK'AND THE CITY OF LAKE ELENORE'S STANDARD SPECIAL PROVISION
IN CASE OF CONFLICT WITH THE GREBJ BOOK OR CITY OF LAKE BSINORE STANDARD—CAL 41
PROM TMUST BE APPROVED SHALL T A MODIFICATIONS ITY N O GINEER. O W MA E Y PROC D
THE IO UAL WHICH DEVIATES yy
FROM ATE REQUIREMENTS OF THIS MANUAL VJ _T WRITTEN AUTHORIZATION FROM THE GTY 9
ENGNEEN
3,NOTE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROLI•D UTLRY FEES
OR STRUCTLRES SHOWN ON THESE PLANS WERE OBTANED BY A SEARCH OF AVA-ELE
RECORDS.APPROVAL OF THESE PLANS BY THE CRY OF LAKE ELSINORE DOES NOT CONSTITUTE A
REFRESNTATON AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION,NOR THE
EXISTENCE OR NONHEXISTENGE OF ANY UNDERGROUND UTILITY.PPE OR STRUCTURE WITHIN THE
UNITS OF THE PROJECT.THE CONTRACTOR IS REOURED TO TAKE ALL DUE PRECAUTIONARY NORTH
MEASURES
THESE AMS OR NOT.RAO IOUTILITIES, O S NY UTILITTY(IES)DAMAGED DURING THE PERFORMANCE OF THE WORK
SHALL REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNNG AGENCY BY THE
CONTRACTOR.AT HIS EXPENSE.
4.ALL WORK SHALL CONFORM TO THE MOST CURRENT REOUREMENT OF CITY OF LAKE $�
MA IN 7LIS
NUAL IT E THE CONTRACTG CURRENT ORS IMPROVEMENT RESPONSIBILITYTO BEND EF JARI WTH THESE STON AND AS CANDARDS AND
CODES AT ALL TIMES. Y
a
S THE CONTRACTOR SHALL WTFY THE CITY PLEUIC WORKS INSPECTOR,FORTY-EIGHT(48)HOURS urertnry smE(
PRIOR TDB ANY WORK.CALL FOR NEPECTON AT(GSl 674-524,EXTENEION 247,BETVv1EN / r,
THE HIOURs OF 9O0 AM AND 400 PM,MONDAY THROUGH THARSDAY. IFS
a CONTRACTOR SHALL MANTAN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFO / tl
MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTON.AS APPROVED BY THE CITY 5
ENGNEER OR HIS REPRESENTATME.FAILLRE TO DO SO SHALL REQUIRE IMMEDATE WORK
STOPPAGE.
7.IT SHALL BE THE CONTRACTOR E'S RPONEBLITY TO NAVE A DEPENDABLE 4@RFSENIATNE AT
THE UOB SITE,AT ALL TIME NSTRUCTION.S DURING CO fug I
8.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY VICINITY MAP
LLEEAST AF TYION�9dANY- ((UTILITIES,
8)H-CONTRACTOR
RI RATO BEGrNMJGNWORK.TIE�CONTRAG OAN�LLV�.AT N.T.S.
CONTACT LNDERGROUND SERVICE ALERT(USA A)AT 1800-422-4133,AT UEA5T FORTY-EIGHT(48) S H E ET 5
WARS PRIOR TO BEGINNING WORK -
9 THE CONTRACTOR SHALL BE RESPONS-E FOR THE CLEARING OF THE PROPOSED WORK AREA
AND RELOCATION AND COST CIS ALL EXISTNIG UTILITIES
10.AN BNICROACIMENT PERMIT SHALL BE REOLRED FOR ALL CONSTRUCTION WORK DONE WTTHN
PUBLIC RIGHT 0—Y.BEFORE ISSUANICE OF SAID PERMIT,THE CONMACTO—OPRR M-ST /
PROVIDE THE CITY ENIGINEER WITH CERTIFICATE OF INISURANCE AND REQUIRED SONONIG F02
PUBLIC THIS TAIL TTNE OF OVEMENTTETHE
OJE T CONSTRUCTION ALONG WITH AN—ROVED SOACHMENT PERMIT MUST BE PRESENT AT THE ET LOBSITE DURING /
IMPROVENENT PLANS. LEGEND & SYMBOLS QUANTITY
I.IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO.8 OFFICE OF CALTRANS,
PLEASE MAKE REFERENCE TO THIS FACT IN THE GENERAL WTES-SECTION OF TE NWROVEMEM
PLANIS 1 D CONCRETE ON CTROLER
/ POLE,TAPED N C.
I2.THE SERMCE PONY ARE SLB.ECR VI REVISION BY FINAL SE SCE PLANE.IT SHALL BE THE TS TAPERED ROUND EIACK AND WHITE H RBILEFACT AGGREGATE OR
GEV130PER5 RESPONSISLITY TO PROVIDE THE PROPER SERVICE TO THE STREET LIGHTS SHOWN NATURAL E%POSED AGGREGATE WITH REFER
T Y STD.
DW
GN THS N. / AR AMERSHELD ANT-GRPFRn COATING.REFHZ TO STD.DWG.NO.508
M 8'ARM ROLES
13.THE DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING CONDUIT AND CONDUCTORS FROM THE REFER TO STD.DWG NO.508
STREET LIGHTS TO APPROVED SERVICE POINT FURNISHEDD BY SCE.
/ FOUNATION PER STD.DWG.n0.509
LUMEND 222E GE EVOLVE vE3-HO-0363-27-A-GRAY-L
I4 IT SHALL BE THE RESPONSBLITY OF THE DEVELOPER OR CONTRACTOR TO—FOR AN ASP 28CO LUMENS.270OR.TYPE 2 WIDE LIGHTINIG DISTRIBUTION OR
ENCROACHMENT PER FOR WORK FHRFORMED WITHN CITY RKiT-OF-WAY. APPROVED EGLI BY CITY OF LAKE ELSINORE.
LIJAMAIE CONTROLLED BY PHOTOELECTRIC CONTROL LINT E SHALL BE THE FISHER-PERCE
•I vTRS-2 IO5-305 VAC LED PHOTOCONTROL OR APPROVED EQUAL
SCE SERVCE PLANNER TRAVB LARSEN ,WORK ORDER NUMBER TC04055 SHEET VERIFY WITH Gtt OF LAKE ELOCATE B STREET LIGI-T STANDARD T SPECFICATION E
WTB STREET Y OF TO BE LOCATED BEHIND SIDEWALK REFER T SPE—CATION BEIJD SIDEWALK'
ENERGY CHARGES PAID BY OTY OF LAKE ELSNORE CFD 20pb-5 (DEVELOPER,LMD.OTHE,. •I DETAIL ON STREET LIGHT FOUNDATION DETAL-STANDARD DRAWNG NO.EGA ON SHEET 3.
DEVIATIONS FROM THESE SPECFICATIONS SHALL BE R 01JESTED FROM THE CITY ENGnEBR FOR
APPROVAL PRIOR TO COMMENCEMENT OF WORK.
•I _B SECONDARY/MAJOZ LIGLIT
WwN S FOR REFERENCE CE ONLY
Lr
RAIL BOX W.3-I/2,CALTRANS STANDARD ES-8 _o
I BOX SHALL BE NSCRBED'STRSET UGHTNIG'.
/ REFER TO CITY STANDARD PLAN—ON SHEET 3
BASIS OF BEARINGS
THE BASIS OF BEARINGS SHOWN ON THIS PLAN ARE BASED ON THE BEARING / METERS-M(ETHRED SERVICE P®ESTAL 1
OF THE
EASTERLY LINE OF THE SE V4 SECTION 28,T5S.PEW.S.BM BENIG vLISPLL 120/ 1,P,3W,IOOA MOAN
NORTH GO-4'EAST PER R.S.88/76 82.
rj 7 GROUT NUMEER
uov
INDEX MAP EO I.OB VOLTAGE DROP VALUE
CONSTRUCTION NOTES N.T.S.
(D W.8 AWG XHJW-2
0 LNIMEfER®B£CTRIOAL TILRY.L IZO/2 O S P.3W,GHT MAN FEED PANT
NORTH `°NO.8 AWG CL GND
DET__ATE WORK W1TH UTUTY.REFER TO STREET LIGHT SERVICE CPETET
DETPL ON 51-EEf S.
OCIRCUIT 1.3-240V(ENTIRE RUN)
T SC-EDLLE 00 PVC CONDUIT
(2)W.8 AWG XHHW-2
0 W.8 AWG CLI DEVELOPER SHEET INDEX
❑3 GIRGLIT 5,1-240V ENTRE RUN)
2'SCHEDULE 80 PVC CONDUT
(D NO 8 AWG X-2 RC—AMERICAN HOMES SHEEP DECYCI2PTION
to NO.8 AWG CU-GND DE DNISON I 9£CTRCAL COMER 51-EET
3.N.MAN STREET,SURE 205
2 ELECTRICAL DETAILS
COMACT EDGAR GOLEZ 3 ELECTRICAL DETAILS
(T4l E13-3073 ZeMDCHCOM 4 B.ECT CAL STREET LOI4INIG PLAN
EDGPR.GOME
5 BECTRIOPL STREET LGHTNG PLAID
NLU � ENG-2016-00253
MARK RrVTSTONS ArrR' L
APPROPRIATE BEEN REVIEWED FOR
❑F DEVELOPMENT COMPLIANCE
CITY WITH
AND THE
PREPARED BY SEAL
QPOFESSlp4, CITY DE LAKE ELSINORE SHEET
STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE '9
B e.,.�.� �QD M NET
.? '+Qy yp IN-TRACT STREET LIGHTING PLAN 5
l LDse Z-002 B1HC w 453 m SCALE BENCH MARK'1 FOR TRACT 31957 OF SHEETS
8-2-2021 * Ev 12/31/21 a NONE
EMON HABI$ RCE CITY ENGINEER No. 83156 DATE 7/14/2021 F,FCTRIOP�'�P ELECTRICAL COVER SHEET FILE No,
9�oKOALIFOe� DATE: 7/1 4/202 1 21-179
CITY [IF LAKE ELSINORE WILLIAM LONG TRAN, P.E. DATE
DRAWING NOTES
Fol REMOVABLE PHOTOELECTRICAL CONTROL UNIT/
FIXTURES SHALL BE GE EVOLVE(CURRENT MODEL)LED,DIMMABLE AND SHIELDED PER ROADWAY CLASSIFICATION SHORTING CAP 61RESTRESSED
ALUMINUM 8' TYPICAL
FIXTURE APPLICATION CHART Top CAP (TYPICAL) ONCRETE WIRES SEE STD.DWG.NO
503&504 FOR
2O STANDARD FIXTURE UTILIZES TERMINAL BLOCK FOR POWER INPUT SUITABLE FOR vb-vl4 AWG WIRE OPERATING AT 700MA. 12" 3"STEEL INTERSECTION 180'TYPICAL
DRIVE CURRENT IS NOT FIELD SWITCHABLE.A THREE-POLE TERMINAL BLOCK CAPABLE OF ACCEPTING v14 TO v10 AWG PLATE LIGHTING LOCATIONS
LED LUMINAIRE
SHALL BE MOUNTED TO THE HOUSING INSIDE THE ELECTRICAL COMPARTMENT.LUMINAIRE SHALL BE PROVIDED WITH In �k ,
STM ACAPABILITY FOR OPTIONAL BACKLIGHT CONTROL.COMPLETE ASSEMBLY WEIGHT SHALL NOT EXCEED 45LB.FIXTURE IS 21'DIA' _ALUMINUM PIPE CONDUTDESIGNED TO MOUNT ON A SCHEDULE 40,2'NOMINAL PIPE SIZE MPS)HORIZONTAL TENON(MNMUM 8"IN LENGTH)AND IS 1 12RACEWAYADJUSTABLE�/-5 DEGREES TO ALLOW FOR FIXTURE LEVELING(INCLUDES TWO AXIS T-LEVEL TO AID IN THIS PROCESS). S710
FIXTURE,INCLUDING THE LEDS,DRIVERS AND ELECTRICAL COMPONENTS,SHALL CARRY A LIMITED TEN-YEAR WARRANTY SECTION DETAILOLT SLOT I
AND HOUSING PAINT AND SHALL CARRY A TEN-YEAR WARRANTY. BASE PLATE AND CIRCLE 200'MAX. 1�180'TYPICAL
3OPHOTOELECTRIC CONTROL UNIT SHALL BE THE FISHER-PoERCE MODEL vTRS-2 105-305 VAC LED CONTROL OR APPROVED ELEVATION SLOTTED BASE PLATE
EQUAL.PHOTOELECTRIC UNIT SHALL CONSIST OF A PHOTOELECTRIC CELL IN A WEATHERPROOF HOUSING WHICH PLUGS PRESTRESSED TO POLE
INTO A EEI-NEMA TWIST-LOCK RECEPTACLE INTEGRAL WITH THE LUMINAIRE AND SHALL BE INSTALLED WITH THE CLEAR [AMERON POLE,
SEE BELOW NOTES NOTES
UV-STABILIZED PHOTOCELL FACING NORTH. TABLE 1. ALL POLES SHALL BE PROVIDED M1H A CLEAR,FACTORY APPLIED AMERSHIELD I 1. PROJECTS N1TH SIGNALIZED INTERSECTIONS SHALL
ANTI-GRAFFITI COATING AND SHALL BE ADJUSTED TO MISS DRIVEWAYS,EXISTING
PROVIDE FOR SAFETY LIGHTS MOUNTED ON THE
O4 MAST ARMS SHALL BE TWO-INCH(2')I.P.S.GALVANIZED STEEL OR ALUMINUM AND SHALL BE SELF-SUPPORTING WITHOUT UTILITY POLES,AND OTHER OBSTRUCTIONS BY AT LEAST FIVE FEET. RECOMMENDED DESIGN STANDARDS SIGNALS POLES.
2. CONCRETE POLES SHALL BE TAPERED,CENTRIFUGALLY CAST AND PRESTRESSED.
BRACES,SCROLLS OR RODS.MOUNTING SHALL BE PERPENDICULAR TO THE STREET CENTERLINE UNLESS OTHERWISE i POLES SHALL BE BLACK AND WHITE MARBLE AGGREGATE OR NATURAL EXPOSED POLE TYPE AMERON 1C123,SEE STD.DWG.NO.508 2. ALL INTERSECTIONS SHALL HAVE AT LEAST ONE
DRECTED BY THE CITY ENGINEER. THEY SHALL HAVE A MINIMUM OF SIX INCHES(6')OF HORIZONTAL STRAIGHT SECTION z AGGREGATE POLE SHAPE AND COLOR SHALL BE UNIFORM FOR ANY ONE STREET LIGHT.
PROJECT.REPLACEMENT POLES SHALL MATCH EXISTING. LUMINAIRE TYPE GE EVOLVE ERL-1-0-03-83-27-A 3. STREET LIGHT LOCATIONS SHALL BE ADJUSTED TO
AT THE END OF THE ARM TO MOUNT ATWO-INCH(2")I.P.S.SLIP FITTER TYPE LUMINAIRE MOUNT.MAST ARM SHALL BE 1 o POLE ID TAG 3. POLE HAND HOLE CODER PLATES SHALL BE ALUMINUM AND SECURING BOLTS MAST ARM 8' SEE STD.DWG.N0.508 MISS DRIVEWAYS,EXISTING UTILITIES AND OTHER
SHALL BE STAINLESS STEEL TAMPERPROOF BOLTS OF THE TYPE INSTALLED WITH
EIGHT FEET(8')LONG FOR ALL LUMINAIRES. A PENTHEAD WRENCH.ANIISEIZE SHALL BE USED. SPACING 180'TYPI TO 200'MAXIMUM OBSTRUCTION BY AT LEAST FIVE FEET(5').
4. POLE IGENTIFlCATION TAGS MUST BE PRONGED FOR ALL dtt OWNED STREET 4. STREET LIGHTS SHALL BE LOCATED ON VERTICAL
5O MAST ARMS SHALL BE EIGHT FEET(8')LONG FOR ALL LUMINAIRES UNLESS OTHERWISE SPECIFIED IN THE STANDARD < Up1TS, SPACING PATTERN STAGGERED CURVES(CREST AND SAGE LOCATIONS)
PLANS AND SHALL BE CAPABLE OF HANDLING EPA AND WEIGHT OF THE LUMINAIRE.REFER TO CITY STANDARD PLAN v508. 8. MAST ARMS SHALL BE MINIMUM TW04NCH(21 I.P.S.GALVANIZED STEEL OR ILLUMINATION LEVEL SEE NOTE 7 5. TYPICAL DISTANCE BETWEEN UGHTS SHALL BE 180'
ALUMINUM AND SHALL BE SELF-SUPPORTING WITHOUT BRACES,SCROLLS OR WHEN INSTALLING LIGHTS BETWEEN INTERSECTIONS.
bO RESIDENTIAL CONCRETE POLE SHALL BE AMERON IC123. REFER TO CITY STANDARD DRAWING NO.508 FOR SPECIFICATION. RODS.THEY SHALL HAVE A MINIMUM OF SIX INCHES(:RACES.
OF HORIZONTAL 8. LIGHTS SHALL BE PLACED AT PROPERTY LINES.
STRAIGHT SECTION AT THE END OF THE ARM TO MOUNT TO A I.P.S.SLIP FITTER 7. SEE"ILLUMINANCE LIGHTING LEVEL METHOD"SECTION
TYPE LUMINAIRE MOUNT.MAST ARMS SHALL BE EIGHT FEET(8')LONG FOR ALL
Cl7O ALL CONCRETE POLES SHALL BE TAPERED,CENTRIFUGALLY CAST AND PRE-STRESSED. POLES SHALLLUMINAIRES IN THE TY OF LAKE ELSINORE'S STREET LIGHT
ANDHOLE BE BLACK AND WHITE H 9. ALL LED LUMINAIRES SHALL HAVE A PHOTOCELL RECEPTACLE UNLESS ON MANUAL FOR AVERAGE,MINIMUM AND UNIFORMITY
MARBLE AGGREGATE OR NATURAL EXPOSED AGGREGATE. POLE SHAPE AND COLOR SHALL BE UNIFORM FOR ANY ONE COVER PLATE MULTIPLE SERVICE SYSTEM IN WHICH CASE A RAIN TIGHT SHORTING CAP SHALL RATIO OF ILLUMINANCE REQUIRED BY ROADWAY
F
PROJECT AND REPLACEMENT POLES SHALL MATCH EXISTING. ALL CONCRETE POLES SHALL BE PROVIDED WITH A CLEAR, WW 30"X30"x7" SHALL BE INSTALLED ON THE UNUSED RECEPTACLE.PHOTOELECTRICAL CONTROL UNIT CLASSIFICATIONS
BE FISHER-PIERCE/7RS-2-105-305VAC LED OR APPROVED EQUAL.
FACTORY APPLIED AMERISHIELD ANTI-GRAFFITI COATING. S CONCRETE 10.STREET LIGHT POLES,MAST ARMS AND LUMINAIRES NOT MEETING TIIESE
STANDARDS SHALL BE APPROVED BY CITY ENGINEER AND SHALL BE DESIGNED
PULL BOXES SHALL BE PER CALT12ANS STANDARD ES-8,PULL BOX NO.3-1/2.PILL BOXES SHALL BE INSTALLED WITHIN FIVE KNOCKOUT CAP FOR(10o-MPH)WINDS'MTH GUSTS TO(130 MPH)IN CONFORMANCE W TH
FEET(5')OF EACH STREET LIGHT,WHERE MORE THAN TWO CONDUIT RUNS INTERSECT,WHERE CONDUIT RUNS ARE MORE SHALL BE REQUIREMENTS OF WE MSHTO DESIGN CRITERIA AND BE CAPABLE OF
560-C-3250 HANDLING THE EPA AND WEIGHT OF THE LUMINAIRE.
THAN 200 FEET LONG,AT THE END OF A CONDUIT RUN,CRITICAL ANGLE POINTS AND LOCATIONS ORDERED BY CITY 3•
ENGINEER.REFER TO CITY STANDARD PILL BOXES,SEE PULL BOX DETAIL,CITY STANDARD DRAWING NO.510. -_
�9 ALL CONDUIT SHALL BE TWO-INCH(7)UL APPROVED HEAVY WALL POLYVINYL CHLORIDE(PVC)SCHEDULE 80,CONDUIT SHALL ' f
BE ENCASED IN A MINIMUM OF THREE INCHES(3')OD SAND ON ALL SIDES. APPROVED POLES-AMERON SERIES 1C1-BASE PLATE STYLE 1.35' -'
ROADWAY CLASSIFICATION CATALOG OVERALL BASE ANCHOR A
10 ALL CONDUCTORS SHALL BE STRANDED COPPER,XHHW-2 v8 AWG MINIMUM.MAXIMUM WIRE SIZE SHALL BE v6 AWG. NEITHER NUMBER POLE HEIGHT O.D BOLT lI
ALUMINUM NOR DIRECT-BURIAL CABLE SHALL BE ACCEPTED. ALL STREET LIGHT SYSTEM SHALL BE PROVIDED WITH 240V SEE STANDARD DRAWING MINOR LOCAL&COLLECTOR 1C723 23'-3" 8 1"%36"X4" ltJ�
SERVICE. N0.509 FOR SECONDARY AND MAJOR iC125 25-9 8 1"%36"X4"
II FUSES SHALL BE SLOW BLOW 13/32'X 11/2'N-LINE TYPE IN 5-AMP SIZE(UNLESS SPECIFIED OTHERWISE BY THE CITY). FOUNDATION DETAILS URBAN ARTERIAL&EXP.WAYI 1C128 1 28-3"
1 3.
12 ALL LIGHTING FIXTURES SHALL BE NEW AND INSTALLED WITH THE NECESSARY FITTING AND MOUNTING ATTACHMENTS APPROVED LED LUMINAIRES-GE EVOLVE LED ROADWAY LIGHTING 1
FOR COMPLETE INSTALLATION. ROADWAY CLASSIFICATION GE EVOLVE CATALOG NO. WATTAGE
13 ALL EQUIPMENT SHALL BE MOUNTED,SUPPORTED ACCORDING TO THE OSHA REQUIREMENTS AND UL.LISTED. CUL-DE-SACS AND STUB ENDS L-- - - - - AY- 1 MINOR LOCAL&COLLECTOR ERL1-1-03-B3-27-A-GRAY-L
SECONDARY AND MAJOR L1-1- - - -A- AY-L CURB-TO-CURB(36'-48')
14 PROVIDE THE OWNER WITH ONE(D SET OF COMPLETE ELECTRICAL'AS BUILT'AT THE COMPLETION OF THE JOB. URBAN ARTERIAL&EXPRESSWAY IL 9- -A- AY-L
RIGHT-OF-WAY(50'-88')
INTERSECTION SAFETY LIGHTS -- - - - - - • POLE ID TACT
I5 ALL LIGHTING FIXTURES SHALL BE NEW AND INSTALLED WITH THE NECESSARY FITTING AND MOUNTING ATTACHMENTS REVISION ENGINEERING DATE_ CITY OF LAKE ELSINOFE Only ENGINEERING DATE. CITY OF LAKE ELSINOFE
FOR COMPLETE INSTALLATION. onrE AwaoVTO
16 ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC. EXACT ROUTING OF WIRING,OUTLETS,AND APPROVED BY STREET LIGHT STANDARDS O APPROVED BY STREET LIGHT STANDARDS
EQUIPMENT TO BE GOVERNED BY STRUCTURAL CONDITIONS AND OBSTRUCTION.
n ALL EQUIPMENT SHALL BE MOUNTED,SUPPORTED ACCORDNG TO THE OSHA REQUIREMENTS AND UL.LISTED. STREET LIGHT POLE,POLE ID No. TYPICAL STREET LIGHT PLACEMENT No.
CITY ENGINEER DATE MAST ARM AND LUMINAIRE CRY ENGINEER DATE
508 MINOR,LOCAL AND COLLECTOR 505
18 THE WORK COVERED ON THESE DRAWINGS SHALL INCLUDE THE FURNISHING OF ALL LABOR,MATERIALS,
TRANSPORTATION,TOOLS,FEES,AND PERMITS REOUIRED FOR INSTALLATION OF A COMPLETE AND OPERATING
ELECTRICAL SYSTEM. D12AVVNGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW EVERY DETAIL. STREET LIGHT POLE, ARM & LUMINAIRE DETAIL STREET LIGHT SPECIFICATIONS & PLACEMENT
19 THE WORK COVERED ON THESE DRAWINGS SHALL INCLUDE THE FURNISHING OF ALL LABOR,MATERIALS,
TRANSPORTATION,TOOLS,FEES,AND PERMITS REQUIRED FOR INSTALLATION OF A COMPLETE AND OPERATING
ELECTRICAL SYSTEM. DRAWINGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW EVERY DETAIL.
20 PROVIDE THE OWNER WITH ONE(D SET OF COMPLETE ELECTRICAL'AS BUILT'A7 THE COMPLETION OF THE JOB.
21 EXTERIOR EQUIPMENT,_-BOXES AND RECEPTACLES SHALL BE WEATHERPROOF. ALL COVERS SHALL INSTALL
IN LP POSITION WHEN OPEN RECEPTACLES INSTALLED IN DAMP OR WET LOCATIONS MUST BE OF
WEATHER-RESISTANT TYPE AND HAVE A'WR'LABEL ON THEM
22 ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC. EXACT POURING OF WIRING,OUTLETS,AND
EQUIPMENT TO BE GOVERNED BY STRUCTURAL CONDITIONS AND OBSTRUCTION.
23 THE WORK COVERED ON THESE DRAWINGS SHALL INCLUDE THE FURNISHING OF ALL LABOR,MATERIALS,
TRANSPORTATION,TOOLS,FEES,AND PERMITS REQUIRED FOR INSTALLATION OF A COMPLETE AND OPERATING
ELECTRICAL SYSTEM. DRAWINGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW EVERY DETAIL.
24 ALL CONSTRUCTION TECHNIQUES,MATERIALS AND FINISHES SHALL BE AS REQUIRED BY THE APPROPRIATE CODE
AUTHORITIES. INSTALLATION SHALL FOLLOW THE MANUFACTURER'S PUBLISHED SPECIFICATIONS AND/OR TRADE
STANDARDS IN STANDARDS IN ADDITION TO MEETING OR EXCEEDINGT THE DESIGN STANDARDS.
25 EXTERIOR EQUIPMENT,J-BOXES AND RECEPTACLES SHALL BE WEATHERPROOF. ALL COVERS SHALL INSTALL
IN OF POSITION WHEN OPEN.RECEPTACLES INSTALLED IN DAMP OR WET LOCATIONS MUST BE OF
WEATHER-RESISTANT TYPE AND HAVE A'WR'LABEL ON THEM.
26 ELECTRICAL SERVICE CABINETS SHALL MEET THE FOLLOWING SPECIFICATIONS-ALL CABINETS SHALL BE STAINLESS
STEEL MEYERS OR APPROVED EQUAL,U METERED,INCLUDE A PHOTOELECTRIC SOCKET E CONTROL UNIT WITH
TIME DELAY CAPABILITIES,INCLUDE FACTORY INSTALLED PHOTOCELL SHIELD,INCLUDE TEST BLOCK SWITCHES,BE
ANONDIZED ALUMINUM OR STAINLESS STEEL,INCLUDE BRANCH CIRCUITS PER PROJECT DESIGN PLANS.
F� I�r T T F�F� 71 �'✓L.L.0 U'.1� 7 /�{ 2/ ENG-2016-00253
MARK R E V I S I O N S A r r R' L A T E APPROPRIATE CONDITIONS HAV OF D BEEN EVELOPMENT NT EWED FOR UAND/ORCCITY ITAND HE PREPARED BY: SEAL
QP0 ESSlpA, CITY DE LAKE ELSINERE SHEET L
STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE '9
�QO M NET I�
y 'Py yp IN-TRACT STREET LIGHTING PLAN 5
LDeik nooz w 453 m S S A L BENCH MARKS FOR TRACT 31957 OF SHEETS
8-2-2021 * EAp.12/31/2t a NONE
EMON HABIB, RCE No. 83156 DATE 11j.`O(F�TR10p\• * FILE No.
CITY ENGINEER 7/14/2021 9�OECNL(FOQ�\P ELECTRICAL
CITY ❑F LAKE ELSINORE WILLIAM LONG TRAIN, P.E. DATE DATE: 7/14/2021 21-180
PULL BOX UD
}'MIN.TO FLUSHED WITH GRADE
POLE,SEE STD, MAX.UP SEE BELOW DETAIL USPUL MODEL SERIES
DWG.NO.506
SEE WIRING 0 1
PULL BOX 7
DETAIL BELOW SEE STD.DWG. LI FINISHED GRADE PR Pacific UAR&Products 0-200AMPERES 0-(INTO VOLTS
fNO
.510
3O'X3O'X7'KNOCKOUT COIL SLACK EXTENTION WHEN PULL
CAP CONCRETE SHALL BOX HOUSE IS SPECIFIED
BE 560-C-3250 COILED SLACK � OR AS NECESSARY
FINISH GRADE -
= FRONT VIEW LEFT SIDE VIEW LEFT SIDE VIEW
ANCHOR BOLTS CRUSHED ROCK
SEE STD.DWG. I I I
NO.506 PULL BOX SHALL REST 16 I—16.5—{ I—16.5
GROUNDING CAP FIRMLY 011 A 8'THICK I I I
b SEE NOTE 5 1"CONDUIT BED OF j"CRUSHED
ROCK o 90'SWEEP BEYONDXING 6"
THEDOUTSIDE •O• I •O•
1"CONDUIT 2'CONDUIT EDGE OF THE PULL BOX SIDE VIEW
CONCRETE SHALL BE 2"CONDUIT PROFILE VIEW
- 560-C-3250 AND c c
90'SWEEP INSTALLATION DETAILS s 'r" <I
- POURED AGAINST }"-13 COARSE THREAD _; 31 o I
io UNDISTURBED EARTH PULL BOX DIMENSION TABLE
PENTA HEAD BOLT
PULL BOX COVER STAINLESS STEEL D I
J—" 5 AMP PULL BOX FLAT WASHER
FOUNDATION SEE NOTE 6 MIN.DEPTH MIN.DEPTH L1 AM DE
GROUNDING COIL FUSE MAX. BOX EXTENSION MIN. MIN. TE D L W ! g I
SEE NOTE 4 DETAILS SEE NOTE 6y' y I
I-30' NO.3} 12" N/A 1'-3' 9' 1}" 13" 1'-3]"-1'- 10"-10d" - I ? 3
WEATHER DO NOT N0.5 12" 10' 1'-6' 11' 2' 13' 1'-11}' 1'-13' CAST-IN BOLT l�
TIGHT FUSE WHITE _ GRIPPER I— LOAD LwE
POLE POLE SEALANT NEUTRALS NO.6 12" 10" 2'-4}1'-3}' 2' 2' 2'-6r 1'-5} }"-13 UNIFIED
6'SIDEWALK NATIIXJAL COARSE 6.71 II.-14.5—�
�8'SIDEWALK. { 18'MIN. m THREAD JAM NUT I
SEE NOTE 7 `1 FSFOR CONDUIT INSTALLATION SEE STD.DWG N0.421, WITH THREADLOCKER 8,53
CONDUIT TRENCH SHALL BE COMPACTED TO 90% }"-13 COARSE TYPICAL COVER
RELATIVE COMPACTION THREAD INSERT To
1.1. NEW CONDUITS SHALL MINIMUM 2'PVC PIPE WITH DRAINAGE CAPTIVE BOLT DEADFRONT
SCHEDULE 80 OPHON:
1.2. CONDUITS SHALL BE ENCASED IN A MINIMUM OF HOLE PROWV DED «IIF S TIII�
FOUNDATION FOUNDATION - THREE INCHES(S)OF SAND ON ALL SIDES (DRAINAGE HOLE
BEHIND SIDEWALK BEHIND C&G WIRING DETAIL 1.3. CONDUITS SHALL BE LAIED To A DEPTH OF NOT `�
LESS THAN(30')UNLESS PLACED UNDER SIDEWALK
IN MICH CASE ONLY(I III')SHALL BE REWIRED. UNMETERED SERVICE PEDESTAL
NOTES 1.4. LOCATION TAPE SHALL SE INSTALLED ABOVE THE +STWNIE55 51EEL
1. STREET LIGHT PULL BOX SHALL BE 5'MAX AWAY FROM STREET UGHT TRENCH AND LAYER ALONG THE LENGTH OF THE CONDUIT TYPICAL THREADED F�W'�MTM 14.25 TYPICAL APPLICATIONS INCLUDE
POLE 1.5. CON IT RUNS SHALL HAVE A MAXIMUM LENGTH OF RECESS IN Corot
2. STREET LIGHT WIRE INSULATION MARKINGS SHALL BE PER LATEST 20D FEET. INSERT Fat HUMDWutE TELEPHONE INTERCONNECT CABINET
GREENBOOK SPECIFICATIONS 2. PULL BOX SHALL BE INSTALLED (TOTAL 2) 6.71 FIBEROPTICS AND
j' POLE 3. ALL CONNECTIONS SHALL BE TAPED WITH ELECTRICAL TAPE AND MADE 2.1. PULL BOX THAT FEEDS INTO SCE SERMCE POINT TAMIxR� UD_—L—BE LINE
WATER-TIGHT SHALL BE A 05 PULL BOX AND WITHIN 5'OF TIME REgSTANT LABBID'SWEET UNMETERED STREET LIGHTING
PLANTER PEDESTAL HARDWARE uC11nNG' 12.25
8'SIDEWALK — 4. OPEN COIL(PER N.E.C),15'NO.4 BARE STRANDED WIRE-COILED 3" M,wurAo- IRRIGATION CONTROL ENCLOSURE
AREA 2.3. WITHIN 5'OF EACH STREET CONDUIT
LOAD
BELOW FOUNDATION AND SECURELY FASTENED TO ANCHOR BOLT FOR 2.3. NHERE MORE THAN TWO CONDUIT RUNS INTERSECT TURTR's LOGO 8.53
GROUNDING 2.4. WHERE CONDUIT RUNS ARE MORE TITAN 200'LONG I'%4'PULL STANDARD FEATURES
5. ATTACH GROUND WIRE TO ANCHOR BOLT WITH BRASS/COPPER 2.5. AT THE END OF CONDUIT RUN sLDT MTH Ij'
IF LESS THAN 2', GROUNDING CLAMP 2.6. AT CRITICAL AN OIE POINTS AND AS ORDERED BY may, TER PP1 GrnTry LANDMGLUGS 2SD KCMII.
EXTEND A 2'WIDE 6. FUSE SHALL BE INSTALL IN ONE DIRECTION ONLY.FOR 240V SYSTEM CITY ENGINEER 13 STANDARD VOLTAGE 1202MIVAC 1 PHASE 3 WIRE
CONCRETE PAD USE 2 PULL FUSE HOLDER TYPE HEB-AA 2.7. PULL BOXES LOCATED IN DRIVEWAY OR WITHIN CIRCUfT BREAKER INTERIOR PER JOB SPECHlCAT10NS
BETWEEN SIDEWALK 7. CONNECT GREEN GROUNDING WIRE WITH 2'OF SLACK TO BARE NO.4 5-FEET OF DRIVEWAY SHALL BE TRAFFIC RATED(SEE now DEADFRONT CONSTRUCTION AS REQUIRED
AND STREET UGHT STRANDED WIRE CALTRANS STANDARD FOR TRAFFIC RATED PULL BOX. L
FOUNDATION S. SYSTEM NEUTRAL AND GROUND/BONDING WIRE MUST BE SECURED 2.& AREPAISILL BOX SHALL PLACE IN THE PLANTER W MOUNT"LNG PLAN
FOUNDATION TOGETHER WITH BRASS/COPPER ARPPROVED CONNECTION 2.9. PULL BOX COVER SHALL BE ETCHED POLYPROPYLENE LOAD RATING
WITHIN PLANTER AREA ACE ANCHORED IN CONCRETE WITH ULTRA-VIOLET
INHIBOR COVER DETAILS SI'ECDTCATIONS
REVISION REVISION
Ro�D ENGINEERING DATE CITY OF LAKE ELSINORE ENGINEERING DATE CITY OF LAKE ELSINORE
'NEMA JR CONSTRUCTION •LIGHT GREEN COLOR NO.W72 PER
APPROVED BY n gpENGI BY 'POLYESTERPOWDERLOATEDFIMSH FRDERALSPECDTGTIONS595-
STREET LIGHT STANDARDS STREET LIGHT STANDARDS EXCEEDS ASTM-17 SPECIFICATIONS CUSNMCOIARS—LABLE
'FABRICATED FROM CORROSION-RESISTANT •ALLFACTORYWHUNGWVOLT RATEDCOPPER
No. PULL BOX AND NO. ZINCCOATEDSTEEL vLcoMPONENrsu usrED
CIN ENGIN' DATE STREET LIGHT FOUNDATION DETAIL CITY ENGINEER 'AVAILABLE M ALUMINUM&STAINLESS STEEL 'ALL E%'1'F.RIOR DOORS AND COVERS PADLIX:KABLE
509 CONDUIT INSTALLATION 510 .--CO-RSSEALABLE
STREET LIGHT FOUNDATION DETAIL PULL BOX & CONDUIT DETAIL UNMETERED ELECTRICAL SERVICE PEDESTAL
rr TT TT 9,1/ 7 1 21 ENG-2016-00253
M A RK R L V 1 S 1 0 N S A rF-�rF-�R' 71 L APPROPRIATE C❑DITIONS OF DIEVELOPM ENT DAND/ORCCI YITAND HE PREPARED BY' SEAL 2
DB
STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE L QPOFESSlG�;,�! CITY [IF LAKE ELSIN❑RE SHEET J
. I I %"'="° q '�o IN-TRACT STREET LIGHTING PLAN 5
S l / LOBs 2,uoz w 1 a53 m FOR TRACT 31957 OF
%,q JO f (,/� SCALD A L�I BENCH MARKI SHEETS
8-2-2021 * w.+2 BI/tt a
EMON HABIB, RCE N. 83156 DATE Jj FFT'T P� * NONE FILE No,
CITY ENGINEER 7/14/2021 9�0 AL4FOP�\P ELECTRICAL DETAILS
CITY OF LAKE ELSINORE WILLIAM LONG TRAN, P.E. DATE C DATE1 7/14/2021 21-181
MATCH LINE SEE SHEET 5
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24 45 44 43
LEGEND & SYMBOLS 3TA
C IT 1I
CONCRETE -4
AMERON CIDG
T.-RED.40-IND SLACK-0—e—.51-E GATE OR
N—WAL EXPOSED AGGREGATE WITH FACTORY�W AMEWSHELD
ANY SIR—COATING.I—ER TO STD.OWS.NO.508 c
AM 8 AM POLES19 C E 7
CCU
0 FO-NDATION PEREFER R`5'`D``NO.O.509 s
__MNARE GE EVOLVE—B3-2)-A-
2-,2800 LUMENG VOON.—2 w LIGHTING D—TION 02 <
_ROMED—BY OTY OP_AQE 23 I
LLN_CONTROLLED BY PHOTOELECTRIC CONTROL UNIT E SHALL BE THE—RERCE
_S-2 I VAO LED- APPROVED R Al . ED 84
—
_Y_H OTY OF LAICELSINORE OR TREET LIGHT STANDAQD SPECIFICATIONS.NOTE STREET LIGHT TO EE LOCATED BEHIND SIDEWALK.—TO FOUNDATON BEHIND SI
DETAIL ON STREET LIGHT FO-NDATION METAL-STANDARD DRAWNG NO.509 ON SHEETET S. 20 Lu
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In 12 2 13 14 STA 14+52 25/ —t ----
SECONDARY/MAJOR STREET 15 Cie
SHOWN FOR
b 2 ----S�TA 12+8067 CRQLJIT—1 3
L
b xa�UITI'3 BIRCH LANE
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NO,-Z CALTRANS STANDARD E—
SOX SHALL BE NSI—T
REFER TO CITY STANDARD RAN.510 ON SHEET 3
21 z
METERS UNMETERED SVICE PEDESTAL STA +41+12 120/240V,P, O IN DA MA
22 1 1 CIRC IT 1,3 r?
5,7 240v 60 61
0 ---- 63 82
64
F,1,01 VOLTAGE L, u
60
22
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TA�-91.14�
NO.. 1 Z'
NO, A——GND CIIQC�IT 5,7
62
61 63 65 66 1
54
71 70 81
01 3( L---- I I
CONSTRUCTION NOTES 49 .I X 20' ------------
20' i
69 58 67 20" 20"
u TERED EL—Al- QO/MOV.P, 100A MAN
PUNT.COORDINATE— ——TO STREET LIGHT ------ ....... 01
SERVICE-NIT DETAIL ON—3. 3
2'SCWED_I_E GO—COND-17
11 NO
F S-240V(ENTIRE
O '7
(1)—8 AWG 80
—57-240V(ENTIRE E
2.Sc—S SO—CONDMT 58 STA -76.42
NO.—G— C112 U17 113
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74 73 76 77
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NORTH
N,L9 ENG-2016-00253 SCALE-I' 40�0'
MARK REVISIENS APPR. DATE THESE PLANS HAVE APPROPRIATE CONDITIOBENS OF EN REVIDEVELOPM EWED FOR ENT COAND/ORMPLIANCCITYE WITAND H THE PREPARED BY: SEAL
SHEET 4
STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE F_-_-1__�-_..�Z__ �-kOFES.S CITY [IF LAKE ELSINERE
IN-TRACT STREET LIGHTING PLAN OF 5
8-2-2021 LDB# 453 SCALD BENCH MARKS FOR TRACT 31957 SHEETS
Ev.12131121
VEMEIN HABIB, RCE No 83156 DATE ,"rTR1l' 1 40'-0" ELECTRICAL STREET LIGHTING PLAN FILE No
CITY ENGINEER 7/14/2021
CI
CITY
OP'c Aof
[IF LAKE ELSINORE WILLIAM LUNG TRAN, P.E. DATE DATE: 7/14/2021 21-182
/ / I
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o — N 2
ST 2+54.76 /Y
CIR IT 5,7
84 EO LOS
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S 21+05. 5
L V �N, CUIT 7 _9
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d, I 93
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;�ap - E 7
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STA 24 22+0.24 �- -
C� 5.7 �_x t
925 2 STA 24+00.61 -
CIRCUIT 5,7
2 12 COTTONWOOD TS REET 92
JC.1�;
1_230 d�) 5.7 -_--b i
LEGEND & SYMBOLS 13 / `
91
O KRETE E EC ROLLER 30 � 2 __'33 >
POLE AI.ERON IO123 .a 90
; .. w
TAPERED.ROLND BLACK MD VviRE MARBLE AGGREGATE OR d` Y - O f
A EPSWII EXPOSED AGGREGATE NRH FACTORY APPLED uu , x„
.,..,,;.. R E ,
AMERSHIELD PNTFGRAFFRI COATING REFER TO STD.DWG NO.500 O J n ,+��.>` 4 _
ARM E'TO POLES ) +' 9�" 37 REFER TO STD.DWG.NO.5 0 a"" ___
FouwAnoN PER STD,DING No.5oe +`<' +`+ 37 32 - 33
LUMNARE GE EvoLv>=v 27'=3-83-2>-AcRn !; a
zzw.2eoo LLM8J5.2>ooK.TYPE 2 NOE LIGHTING DISTRIBUTION oR s STA 2 +09.39 � 29 36 U 90
APPROVED EOWL BY CRY OF LAKE ELONORE kh✓'®a t14 CIRC IT 57 -F
L WARE CONTROLLED BY FHDTOELECTRIO CONTROL UNIT E SHALL BE TLE FISHER-PIERCE e gk" - OJ
S-210E 30 vac LED a DTOOONTROL°R APPROVED EODAL. am f a9j •x;, -. 35 34
VIEW wR 1 CITYOF LAKE
E ELSINORE OR STREET LIGHTSPEC STANDARD FCATIONS
Y
NOTE'STRUT LIGHT TO BE LOCATED BB-IND SIDEWALK.REFER TO FCLNDATION BEHIND SDEWPLK' 14 V O 6 ___ _
DET ON STREET LIGHT FOLWAT DETA AWNG NO,-STANDARD DRO,509 ON S-EET 3.
N, O e ^u*a �••-�- --4]
36
SECDNDARY/MAJDR STREET LIGHT `° 37 --�r°; 35 J o 34
STCR17 41.60 i
SHOWN FO REFERB CE ON Y j 26
15 27 g 99
P E-0.38
�j PULL BOX NO.3-u2,CA-TRANS STANDARD ES-8
BOX 5L BE IN�SCRBED'STREET LIG4RNG.R HAL EFER TO CRY STANDARD RAN-510 ON SLEET 3 T vkk,
75
-MS L—ETERED SERVICE PEDESTAL .�e 27 r y 8 P A"
-1-6—RO/24OV.P.3W.COA MAN G'a £'
5 7 Cl—T N—R I y CIRCUIT 1.3 , 88
4OV 1 16 26 II" ,JUNIPER COURT,,
Eo LOS vo,AGE DROP vALLE :< /
Lv NOI 8 A G XwTw-2 P 5 7 MATCH LINE SEE SHEET 4 P-13 0 40 80
120
M NO..8 AWG CUGND q P
/\ rr TT TT I--�I--� 71 S.l� 7 /� Z/ ENG-2016-00253 SCALE:I•-40'-0• NORTH
MARK R L V 1 S 1 E N S A r r R' LATE APPROPRIATE CONDITIONS OF DEVELOPMENT NT EWED FOR COMPLIANCE
ITAND HE PREPARED BY SEAL 5
QPOFESSIgyq CITY DE LAKE ELSINORE SHEET J
STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE OQ,o M N�T'9l�
IN-TRACT STREET LIGHTING PLAN 5
LDB#zroBoz w 453 m S E A L E BENCH MARKI FOR TRACT 31957 OF SHEETS
8-2-2021 * E�.r2/31/2t a 1"=40'-0"
EMON HABIB, RCE N. 83156 DATE r,TR1GP\'3 ELECTRICAL STREET LIGHTING PLAN FILE No.
CITY ENGINEER _ 7/14/2021 9�OKCAULpOe� DATEI 7/14/2021
CITY [IF LAKE ELSINORE WILLIAM LUNG TRAIN, P.E. DATE 21-1 83