HomeMy WebLinkAboutENG-2016-00253 STREET LIGHTING PLANS TR 31957 PLAN NO 21-179-21-183 CITY OF LAKE ELSINORE
OFF-SITE STREET LIGHTING PLANS - TRACT NO. 31957
GENERAL NOTES
I.STREET LIGIHRNG SYSTEM FOR TRACT 3B57 B A US-2 STREET LIGHTING SYSTEM ELECTRICAL
FONT OF CONNECTION SHALL BE AN INMETERED ELECTRICAL SERVICE PEDESTAL
S,STREET LIGHT DESIGN PLANS FOR CONSTRUCTION SHALL FOLLOW THE LATEST EDITION OF THE
CITY OF LAKE ELENORE STREET LOHT MANUAL DESIGN ORTERIA E STANDARDS THE MANUAL IS TO
SUPPLEMENT THE L4TEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUELIO WORKS
CONSTIR TION'GREN BOOK'AND THE CITY OF LAKE ELENORES STANDARD SPECIAL PROVISION
IN CASE OF CONFLICT WITH THE GREBJ BOOK OR CITY OF LAKE BSINORE STANDARD—CAL �qp
CATIONS FROM
THE M IO TUALMUST BE APPROVED 6 CITYT NGINEERCE O OW MAAY PROC ED°I WHICH DEVIATES yy
FROM An-E REQUIREMENTS OF THIS MANUAL v _T WRITTEN AUrHOPPATION FROM THE GTY 9
ENGINEER.
3,NOTE TO CONTRACTORS•THE EXISTENCE AND LOCATION OF ANY UNDERGROLM UTLRY SEES
OR STRUCTLRES SHOWN ON THESE PLANS WERE OBTANED BY A SEARCH OF AVALAEIE '
RECORDS APPROVAL OF THESE PLANS BY THE CRY OF LAKE E SNORE DOES NOT CONSTITUTE A
REPRESENTATION 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 PRO.IECT.THE CONTRACTOR IS REOURED i0 TAKE ALL DUE PRECAUTIONARY / NORTH
MEASURES THESE ANIS OR NOT.RA°NY UTI1LLITTY(IES)DAMAGEDS
SDURING T°ES PERFORMANCE OF THE WORK ON
'
SHALL REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE vur
CONTRACTOR.AT HIS EXPENSE.
4.ALL WORK SHALL CONFORM TO THE MOST CURRFNT REQUREMENT OF CITY OF LAKE SHEET 4
MA NORES CURRENT CONTRACTORS
STANDARDS AND TO SPECIFICATION AND AS STAND D IN THIS
NES rt IB THE CONTRACTOR5 RESPONSIBILITY TO BE FAMILIAR vMITH THESE STANDARDS AND
CODES AT ALL TIMES
TRACTORN .
S THE CO SHALL WTFY THE CITY PLEUIC WORKS INSPECTOR,FORTY-EIGHT(48)HOURS �' uxertnN sm�
PRIOR TDB ANIY WORK.CALL FOR NEFECTOJ AT(GBl bJ4-3124,EXTENSION 24J,ETVv1EN r,
THE HOURS OF 9O0 AM AND 400 SM.MONDAY THROUGH THIRSDAY.
MANUAL AND WATCH SHA ANALMANT A is L TIc S Ory Iry NSTRU AnIOE vmH cA VEO B rTH ECIT '
L AND HS PES ES AT ALL TINES O DO O SHALL REQUIRE
AS APPROVED BY THE crtr
ENGINEER OR HB REPRESENTATNE.FAILLRE TO DO 50 SHALL REQURE IMMEgATE WORK
STOPPAGE. ���������
7.IT SHALL BETHE CONTRACTOR'S REPONEBLITY TO HAVE A DEPENDABLE 4@RFSEJTATNE AT ' 1
THE'OB SITE,AT ALL TINE NSTRUCTION.
A S DURING CO
8.IT SHLL E THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY —_----_—� VICINITY MAP
RELOCATKKJ OF ANY UTILITIES CONTRACTOR SHALL NOTIFY ALL LTLITY COAT INVOLVE.
.AT
LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNTIG WORK.THE CONTRACTOR SHALL ALSO , N.T.S.
CONTACT LNDERGROLND SERVICE ALERT(USA I AT 1800-422-4133,AT UEA5T FORTY-EIGHT(48)
WARS PRIOR TO BEGINNING WORK
9 THE CONTRACTOR SHALL BE RESPONS-E FOR THE GEARING OF THE PROPOSED WORK AREA
AND RELOCATION AND COST CIS ALL EXISTING UTILITIES
10.AN ENICROACHMENT PERMIT SHALL E REO.RED FOR ALL CONSTRUCTION WORK DONE WITHIN '
PUB-THE5ITYE-WFG TSCE`OICATEO OF °P RANG AND REQUIRED ONONGE MST LEGEND & SYMBOLS QUANTITY
PROVIDE THE CITY ENI5,THE WITH CERTIFICATE OF INSURANCE RE REQUIRED E LOB I FOR /
THIS NPROVE OF 7 PR ENCROACHMENT PERMIT MUST IT PRESENT AT THE ET SITE DURING
THIS TOTAL THE OF TE PROJECT CONSiRUCnGJ ALONG wliH AN APPROVED SET OF
IMPROVEVENr PLANS,II.IF AN ENICROACHMBJT PERMIT IS REQUIRED THROUGH THE DISTRICT NO.8 OFFICE OF CALTRANS. ' �® COW LE-ANTE ELECTROLER li
PLEASE MAKE REFERENCE TO THIS FACT IN THE GENERAL WTES-SECTION OF TE NPROVEMENT POLE•TAPEPE IOPOILIND EL BS
PLANS. NA B AL RED,EKPOSED CK AND WHITE MARELE
WITH FFACCTORGGREGPL®OR
12.THE SERVCE PONT ARE SLB.ECT TO REVISION BY FINAL SCE PLANE.IT SHALL BE THE AMERSHELD ANT-GRAFFT COATNG.REFER TO STD.DWG NO.508
D OPER5RE5P°NSI-TYTOPROVIDETHEPRQERSER,I ETOTHESTREETLIHT55WWN SHEET 5 ARM,B.ARMPOES
oN TH5 N. / REFER r0 STD.DWG W.508
FOUNDATION PER STD.DWG.HO.S0
13.THE DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING CONDUIT AND CONDUCTORS FROM THE LUMEN SAW C£EVOLVE vER SOCOK.-T3 3 LGRAT-L
STREET LIGHTS TO APPROVE SERVICE POINT FURNISHED BY SGE / 84W.BBOO LLNENTS. CITY O TYPE 3 LSINORIGHRIKI DSTRIEUTION OR
APPROVED EQUAL BY CITY OF LAKE ELSINORE,
I4 IT SHALL E THE RESPONSBLITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR AN _ LUMNAIRE CONTROLLED BY PHOTQBECTRIC CONTROL LINT E SHALL BE THE
FSER-RBRCE vTRS-2105-305 VAC LED PWTOCONTROL OR APPROMBD EQUAL
VERIFY WTH CRY OF LAKE ELSNORE OR STRET LI-T STANDARD SPECIFICATIONS
ENCROACHMENT PE-FOR WORK FHRFORMED WITHIN CRY RICH?-OF-WAY. WTE STREET LIGHT TO BE LOCATED BEHIND SIDEWALK REFER TO'FOLMATON
SCE SERVICE PLANTER TRAVB L4RSEN ,WORK ORDER NJMEER Tg35JJ53 / N.A.
EHIND SIDEWALK'DETAL ON STREET LGHT FOI.WATON DETAIL-
STANDARD DRAVMNG W.509 ON SHEET 3.
NERGT CHARGES PAID BY OTY OF LAKE ELSNORE CFD 200E-8 (DEVELOPER,LMD.OTHER). /
DEVIATIONS FROM THESE SPECFICATIONS SHALL E REO.IIESTED FROM THE CITY EJB�N14ER FOR
APPROVAL PRIOR r0 COMMENCEMENT OF WORK. ' / )
/ B MINOR,LOCAL E COLLECTOR IN TRACT STREET LIGHT -
SWWNFOR REFERENCE ONLY
BASIS OF BEARINGS �� p 00l SHA0.LL.
IN/2CAED-sTRSTANDARD'
Box SHALL O. -, AUD'AW Sl WARDG.
REFER r0 CITY STANDARD PLAN v50 ON SHEET 3
THE BASS OF BEARINGS SHOWN ON THIS PLAN ARE BASED ON THE BEARING '
OF THE EASTERLY LINE OF THE SE V4 SECTION 28,T5S.PEW.SBM BEND /
NORTH 00-4'EAST PER R.S.88/16-82.
METERS SERVICE PEDESTAL 20/240 1
' / — vUSPLL•120/240v,RED P.3W.IOOA MAIN
1,3 CRCUIT nLMmz
24ov
CONSTRUCTION NOTES ' E21.5% VOLTAGE DROP VALUE
❑ —RED BECTRIOAL PEDESTAL RO/240V.P.3W,IOOA MAN FEED PONR w (21 NO.b AWG MLNJ-2
COORONATE WORK WITH UTUTY.REF82 TO STREET LIGHT SERVICE CAETET (D NO.6 AWG CU-GND
DBALCN5E�3 INDEX MAP
0 a EDu-e eo vvc co nl ou N.T.S.
SGA
1.W,6 AWO XHHW-2
UI W.b AWG OIGND NORTH DEVELOPER SHEET INDEX
RICHMOND AMERICAN HOMES SHE£f DECYG2PTION
SO.CALF°RNA RMERSDE DMBON I ELECTRICAL COMER 51-EET
3.N.MAN STREET,SURE 205
2 ELECTRICAL DETAILS
CONTACT•EDGAR GOMEZ 3 ELECTRICAL DETAILS
(JHl 613-3073 ZeMDCHCOM 4 BPC_GAU STREET LOI4INIG PLAN
EDGPR.GOME
5 BECTRIOPL STREET LGHTNG PLAINT
F-� I�r T T F�F� 71 (/ ENG-2016-00253
MARK R E V I S I O N S A r r�' L APPROPRIATE CONDITIONS OF DEVELOPMENT EWED F& UAND/OR CCITY ITAND HE PREPARED BY SEAL
QPOFESS! CITY DE LAKE ELSINORE SHEET
STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE
B �QO
'' I �``°'°"'°-°°°° ./'i 'Py yp OFF-SITE STREET LIGHTING PLAN 5
•. l LDB#noon w 453 m SCALE BENCH MARK1 FOR TRACT 31957 OF SHEETS
7-19-2021 * E>°p.T2/31/21 a NONE
R MON HABIB, RCE No. 83156 DATE �'��FCTRIGp�•3 ELECTRICAL COVER SHEET FILE No,
CITY ENGINEER 7/14/2021 q�c 0�.�A`IFpP�
CITY ❑F LAKE ELSINORE WILLIAM LONG TRAN, P.E. DATE DATE: 7/14/2021 21-179
DRAWING NOTES
Fol VALE
FIXTURES SHALL BE GE EVOLVE(CI.RRENT MODEL)LED, B
LED,DIMMABLE AND SHIELDED PER ROADWAY CLASSIFICATION SHORTING CAP PRESTRESSED
ALUMINUM 8'(TYPICAL) PHOTOELECTRICAL CONTROL UNIT/
CONCRETE WARES
FIXTURE APPLICATION CHART TOP CAP
OSTANDARD FIXTURE UTILIZES TERMINAL BLOCK FOR POWER INPUT SUITABLE FOR v6-v14 AWG WIRE OPERATING AT 700MA. 12• 3"STEEL
DRIVE CURRENT IS NOT FIELD SWITCHABLE.A THREE-POLE TERMINAL BLOCK CAPABLE OF ACCEPTING-14 TO OLIO AWG LED LUMINAIRE PLATE — — — — — — — —
SHALL BE MOUNTED TO THE HOUSING INSIDE THE ELECTRICAL COMPARTMENT.LUMINAIRE SHALL BE PROVIDED WITH In oOe � _ ASTM A36
CAPABILITY FOR OPTIONAL BACKLIGHT CONTROL.COMPLETE ASSEMBLY WEIGHT SHALL NOT EXCEED 45LB.FIXTURE IS 21'DIA' _
ALUMINUM PIPE I CONDUIT SEE STD.DWG. I
DESIGNED TO MOUNT ON A SCHEDULE 40,2"NOMINAL PIPE SIZE(NIPS)HORIZONTAL TENON(MINIMUM 8"IN LENGTH)AND IS 1 12 RACEWAY NO 503&504 200'MA%. T 180 TYPICAL 180'TYPICAL��
ADJUSTABLE�/-5 DEGREES TO ALLOW FOR FIXTURE LEVELING(INCLUDES TWO AXIS T-LEVEL TO AID IN THIS PROCESS). SHAFP CROSS FOR ERS INTERSECTION
— — — —
FIXTURE,INCLUDING THE LEDS,DRIVERS AND ELECTRICAL COMPONENTS,SHALL CARRY A LIMITED TEN-YEAR WARRANTY SECTION DETAIL BOLT SLOT LIGHTING
AND HOUSING PAINT AND SHALL CARRY ATEN-YEAR WARRANTY.OTOELECTRI AND CIRCLE LOCATIONS
BASE PLATE BASE PLATE
3O PHC CONTROL UNIT SHALL BE THE FISHER-PIERCE MODEL-TRS-2 105-305 VAC LED CONTROL OR SLOTTED
APPROVED ELEVATION PRESTRESSED TO POLE
EQUAL.PHOTOELECTRIC UNIT SHALL CONSIST OF A PHOTOELECTRIC CELL IN A WEATHERPROOF HOUSING WHICH PLUGS AMERON POLE, NOTES
INTO A EEI-NEMA TWIST-LOCK RECEPTACLE INTEGRAL WITH THE LUMINAIRE AND SHALL BE INSTALLED WITH THE CLEAR SEE BELOW NOTEB 1. PROJECTS WITH SIGNALIZED INTERSECTIONS SHALL
UV-STABILIZED PHOTOCELL FACING NORTH. TABLE 1. ALL POLES SHALL BE PROVIDED 1WTH A CLEAR,FACTORY APPLIED AMERSHIELD PROVIDE FOR SAFETY LIGHTS MOUNTED ON THE
ANTI-GRAFRT COATING AND SHALL BE ADJUSTED TO MISS DRIVEWAYS,EXISTING SIGNALS POLES.
O4 MAST ARMS SHALL BE TWO-INCH(2')I.P.S.GALVANIZED STEEL OR ALUMINUM AND SHALL BE SELF-SUPPORTING WITHOUT UTIUTY POLES,AND OTHER OBSTRUCTIONS BY AT LEAST FIVE FEET. 2. ALL INTERSECTIONS SHALL HAVE AT LEAST ONE
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
2. CONCRETE POLES SHALL BE TAPERED,CENTRIFUGALLY CAST AND PRESTRESSED. STREET LIGHT.
DRECTED BY THE CITY ENGINEER. THEY SHALL HAVE A MINIMUM OF SIX INCHES(6')OF HORIZONTAL STRAIGHT SECTION I T AGGREGATE POLE SHAPE AND COLOR SHALL BE UNIFORM FOR ANY ONE RECOMMENDED DESIGN STANDARDS 3. STREET LIGHT LOCATIONS SHALL BE ADJUSTED TO
PROJECT.REPLACEMENT POLES SHALL MATCH EXISTING. MISS
DRIVEWAYS,EXISTING UTILITIES AND OTHER
AT THE END OF THE ARM 70 MOUNT A TWO-INCH(7)I.P.S.SLIP FITTER TYPE LUMINAIRE MOUNT.MAST ARM SHALL BE i o POLE ID TAG 3, POLE HAND HOLE COVER PLATES SHALL BE ALUMINUM AND SECURING BOLTS POLE TYPE ANDIRON TC125,SEE STD.DWG,NO,508 OBSTRUCTION BY AT LEAST FIVE FEET(5').
EIGHT FEET(&)LONG FOR ALL LUMINAIRES. a SHALL BE STAINLESS STEEL TAMPERPROOF BOLTS OF THE TYPE INSTALLED WITH LUMINAIRE TYPE GE EVOLVE/ERL-1-0-09-C3-30-A 4. STREET LIGHTS SHALL BE LOCATED ON VERTICAL
A PENTHEAD wREncH.ANT-SSEIZE SHALL BE USED. CURVES(CREST AND SAGE LOCATIONS)
4. POLE IDENTIFICATION TAGS MUST BE PROVIDED FOR ALL CITY OWNED STREET MAST ARM 8' SEE STD.DWG.NO.508
5O MAST ARMS SHALL BE EIGHT FEET(8')LONG FOR ALL LUMINAIRES UNLESS OTHERWISE SPECIFIED IN THE STANDARD UpITS, 5. TYPICAL DISTANCE BETWEEN LIGHTS SHALL BE 180'
PLANS AND SHALL BE CAPABLE OF HANDLING EPA AND WEIGHT OF THE LUMINAIRE.REFER TO CITY STANDARD PLAN-508. R 8. MAST ARMS SHALL BE MINIMUM TW04NCH(21 I.P.S.GALVANIZED STEEL OR SPACING 180'TYPICAL 200'MAXIMUM WHEN INSTALLING UGHTS BETWEEN INTERSECTIONS,
ALUMINUM AND SHALL BE SELF-SUPPORTING WITHOUT BRACES,SCROLLS OR 6. LIGHTS SHALL BE PLACED AT PROPERTY LINES.
bO RESIDENTIAL CONCRETE POLE SHALL BE AMERON IC123. REFER TO CITY STANDARD DRAWING NO.508 FOR SPECIFICATION. (9 SPACING PATTERN STAGGERED
RODS.THEY SHALL HAVE A MINIMUM Di SIX INCHES 8 Gi.SC ONTAL 7. SEE"ILLUMINANCE LIGHTING LEVEL METHOD"SECTION
STRAIGHT SECTION AT THE END OF THE ARM TO MOUNT TO A I.P.S.SLIP FITTER ILLUMINATION LEVEL SEE NOTE 7 IN THE CITY OF LAKE ELSINORE'S STREET LIGHT
TYPE LUMINAIRE MOUNT.MAST ARMS SHALL BE EIGHT FEET(8')LONG FOR ALL MANUAL FOR AVERAGE,MINIMUM AND UNIFORMITY
7O ALL CONCRETE POLES SHALL BE TAPERED,CENTRIFUGALLY CAST AND PRE-STRESSED. POLES SHALL BE BLACK AND WHITE HANDHOLE LUMINAIRES RATIO OF ILLUMINANCE REQUIRED BY ROADWAY
9. ALL LED LUMINAIRES SHALL HAVE A PHOTOCELL RECEPTACLE UNLESS ON
MARBLE AGGREGATE OR NATURAL EXPOSED AGGREGATE. POLE SHAPE AND COLOR SHALL BE UNIFORM FOR ANY ONE T COVER PLATE MULTIPLE SERVICE SYSTEM IN WHICH CASE A RAIN TIGHT SHORTING CAP SHALL CLASSIFICATIONS
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
BE FISHER-PIERCE i7RS-2-105-305VAC LED OR APPROVED EQUAL.
FACTORY APPLIED AMERISI4ELD ANTI-GRAFFITI COATING. S CONCRETE 10.STREET UGHT POLES,MAST ARMS AND LUMINAIRES NOT MEETING THESE
STANDARDS SHALL BE APPROVED BY CITY ENGINEER AND SHALL BE DESIGNED
PULL BOXES SHALL BE PER CALT12ANS STANDARD ES-8,PULL BOX NO.3-V2.PILL BOXES SHALL BE INSTALLED WITHIN FIVE KNOCKOU TH
T CAP FOR(100-MPH)WINDS'MTH GUSTS TO(130 MPH)IN CONFORMANCE PATH
FEET(5')OF EACH STREET LIGHT,WHERE MORE THAN TWO CONDUIT RUNS INTERSECT,WHERE CONDUIT RUNS ARE MORE SHALL BE REQUIREMENTS OF E 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
BE ENCASED IN A MINIMUM OF THREE INCHES(3')OD SAND ON ALL SIDES. APPROVED POLES-AMERON SERIES 1C1-BASE PLATE STYLE
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 l I
ALUMINUM NOR DIRECT-BURIAL CABLE SHALL BE ACCEPTED. ALL STREET LIGHT SYSTEM SHALL BE PROVIDED WITH 240V SEE STANDARD DRAWING MINOR LOCAL&COILECTOR 1C723 23'-3" 8 1"%36"X4" ItJI
SERVICE. NO.509 FOR SECONDARY AND MAJOR 1C125 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.WAY 1C128 28'-3" 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 Ll
FOR COMPLETE INSTALLATION. ROADWAY CLASSIFICATION GE EVOLVE CATALOG NO. WATTAGEALL EQUIPMENT SHALL BE MOUNTED,SUPPORTED ACCORDING TO THE OSHA REQUIREMENTS AND UL.LISTED. CUL-DE-SACS AND STUB ENDS -- - - - - AY-
MINOR LOCALLECTOR ERL1-1-03B3-27-A-GRAY-LONDARYAND MAJOR L1-1- - - -A- AY-L14 PROVIDE TILE OWNER WITH ONE(D SET OF COMPLETE ELECTRICAL'AS BUILT'AT TILE COMPLETION OF THE JOB. L1-1_9_ -A- AY L CURB-TO-CURB(70'-80')URBAN ARTERIAL&EXPRESSWAY W
INTERSECTION SAFETY LIGHTS -- - - - - - W POLE ID TACT RIGHT-OF-WAY(90'-100')
I5 ALL LIGHTING FIXTURES SHALL BE NEW AND INSTALLED WITH THE NECESSARY FITTING AND MOUNTING ATTACHMENTS REVISION FOR COMPLETE INSTALLATION. ENGINEERING DATE_ CITY OF LAKE ELSINORE ENGINEERING DATE: CITY OF LAKE ELSINORE
OAT AwaovFO onl,
16 ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC. EXACT ROUTING OF WIRING,OUTLETS,AND APPROVED BY STREET LIGHT STANDARDS D APPROVED SY 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.
COY ENGINEER DATE MAST ARM AND LUMINAIRE CRY ENGINEER DATE
508 SECONDARY AND MAJOR 506
18 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. 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,J-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,LINMETERED,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 //ltiC .e H�.v. 7 � � ENG-2016-00253
MARK R E V I S I INS A r r R' LATE APPROPRIATE CONDITIONS OF DEVELOPMENT BEEN REVIEWED FOR O AND/OR CCITY ITAND HE PREPARED BY: SEAL
QPOFESSlpA, CITY DE LAKE ELSINORE SHEET L
STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE '9
B �QO M NET l�
OFF-SITE STREET LIGHTING PLAN 5
LDex nooz w . 453 m SCALD BENCH MARKS FOR TRACT 31957 OF SHEETS
7-19-2021 * Ev.12/3T/2t a NONE
R MON HABIB, RCE No. 83156 DATE FILE No.
CTRIGpN•3 ELECTRICAL DETAILSCITY ENGINEER 4 7/14/2021 9�OP CAUFOe�
CITY ❑F LAKE ELSINORE WILLIAM LUNG 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 YR 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 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 WI 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'-11' CAST-IN BOLT l�
TIGHT FUSE WHITE _ GRIPPER I— LOAD L—
klOLaE POLE,,k 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—�
SIDEWALK. { 18'MIN. m THREAD JAM NUT SEE NOTE 7 `1FSFOR CONDUIT INSTALLATION SEE STD.DWG N0.421, WITHTHREADLOCKERNUT g,53
CONDUIT TRENCH SHALL BE COMPACTED TO 90% }"-13 COARSE TYPICAL COVER
RELATIVE COMPACTION THREAD INSERT 1.1NEW CONDUITS SHALL MINIMUM 2'PVC PIPE WITH DRAINAGE CAPTNE BOLT DEADFRONT
SCHEDULE 80 1.2. CONDUTS SHALL BE ENCASED IN A MINIMUM OF HOLEPROWV DEDNDATION FOUNDATION THREE INCHES(3')Oi BAND ON ALL SIDES (DRAINAGE HOLE)D SIDEWALK BEHIND C&G WIRING DETAIL 1.3. CONDUITS SHALL BE LAIED To A DEPTH of NOT Vv/• II
LESS THAN(30')UNLESS PLACED UNDER SIDEWALK
IN WHICH CASE ONLY(IS-)SHALL BE REWIRED. UNMETERED SERVICE PEDESTAL
NOTES 1.4. LOCATION TAPE SHALL BE 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 (D HARDWARE TELEPHONE INTERCONNECT CABINET
GREENBOOK SPECIFICATIONS 2. PULL BOX SHALL BE INSTALLED (TOTAL�1 6.71 FIBEROPTICS AND
POLE 3. ALL CONNECTIONS SHALL BE TAPED WITH ELECTRICAL TAPE AND MADE 2.1. PULL BOX THAT FEEDS INTO SCE SERVICE POINT —PER uD vsFL sHEE BE LINE
WATER-TIGHT SHALL BE A 05 PULL BOX AND WITHIN 5'OF TIME REgSTANT LASBID'SWEET UNMETERED STREET LIGHTING
PLANTER PEDESTAL HARDWARE uglnNO' 12.25
6'SIDEWALK — 4. OPEN COIL(PER N.E.C),15'NO.4 BARE STRANDED WIRE-COILED 3" M.1— IRRIGATION CONTROL ENCLOSURE
AREA 2.2 N11HIN 5'OF EACH STREET LIGHT LOAD
BELOW FOUNDATION AND SECURELY FASTENED TO ANCHOR BOLT FOR 2,3. WHERE MORE TITAN TWO CONDUIT RUNS INTERSECT TURER's LOGO 8.53
GROUNDING 2.4. WHERE CONDUIT RUNS ARE MORE TITAN 200'LONG I'%e PULL STANDARD FEATURES
5. ATTACH GROUND WIRE TO ANCHOR BOLT WITH BRASS/COPPER 2.5. AT THE END OF CONDUIT RUN —T MN 4'
IF LESS THAN 2', GROUNDING CLAMP 2.6. AT CRITICAL AN gE POINTS AND AS ORDERED BY may, TER PN urnTry LANDMGLUGS 2w KCMII.
EXTEND A 2'WIDE 6. FUSE SHALL BE INSTALL IN ONE DIRECTION ONLY.FOR 240V SYSTEM CITY ENGINEER 13 STANDARD VOLTAGE 1202MIVAC I PHASE J WIRE
CONCRETE PAD USE 2 PULL FUSE HOLDER TYPE HEB-AA 2.7. PULL BOXES LOCATED IN DRIVEWAY OR WITHIN CIRCUIT BREAKER INTERIOR PER JOB SPECIFICATIONS
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 CONSTRUCTON 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.& NNOOEPAISRL BOX SHALL BE PLACE IN THE PLANTER W MOUNTING PLAN
FOUNDATION TOGETHER WITH BRASS/COPPER ARPPROVED CONNECTION 2.9. PULL BOX COVER SHALL BE ETCHED POLYPROPYLENE LOAD RA.
PLANTER AREA ACE ANCHORED IN CONCRETE WITH ULTRA-VIOLET
INHIBCOVER DEOR TAILS SPECIFICATHNS
REVISION REVISION
DITE PPRo�D ENGINEERING DATE' CITY OF LAKE ELSINORE ENGINEERING DATE CITY OF LAKE ELSINORE
'NEMA JR CONSTRUCTION •LIGHT GREEN COLOR NO.Id6]2 PER
APPROVED BY n APPROVED BY 'MLYESTERPOWDER-COATEDFIN DT
ISH FRDERALSPECGTIONS595-
STREET LIGHT STANDARDS STREET LIGHT STANDARDS EXCEEDS ASTM B-117 SPECRTCATIONS CUSNMCOIARSAVAR.ABLE
'FABRICATED FROM CORROSION-RESISTANT •ALLFACTORYWIRINGNNVOLT RATEDCOPPER
No. PULL BOX AND NO. ZINCCOATEDSTEEL ALLCDMPONENTSULUSTED
CITYENGIN' DATE STREET LIGHT FOUNDATION DETAIL CITY ENGINEER CONDUIT
AVAILABLE M ALUMINUM&STAINLESS STEEL 'ALLEXTEDIORDOORSANDCOVERSPADLOCRABLL
509 CONDUIT INSTALLATION 510 --CO ERSSEALABLE
STREET LIGHT FOUNDATION DETAIL PULL BOX & CONDUIT DETAIL UNMETERED ELECTRICAL SERVICE PEDESTAL
r T T F-�F-� 71 ENG-2016-00253
M A RK R E V I S I O N S A r r R' L APPROPRIATE CONDITIONS ❑F DEVELOPMENT AND/DRCCI CITY HE PREPARED BY' SEAL 2
STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE LDB QPOFESSlG�;,�! CITY ❑F LAKE ELSIN❑RE SHEET J
OFF-SITE STREET LIGHTING PLAN 5
�_I LDBs 21m02 All453 m SCALE BENCH MARKI FOR TRACT 31957 OF SHEETS
7 ttJp 7-19-2021 * Etv.12/31/21 a
R MON HABIB, RCE N. 83156 DATE /,(' _ `�'FFr rgIGP�'�P NONE ELECTRICAL DETAILS FILE No.
CITY ENGINEER 7/14/2021 9�OFCAUFGP�
CITY OF LAKE ELSINORE WILLIAM LONG TRAM, P.E. DATE DATE1 7/14/2021 21-181
LEGEND & SYMBOLS
® CONCRETE EL-—LIER
POLE TAPERED,
IG26
TAPERED.ROUND BLACK AND WYFE MARBLE AGGREGATE OR
NATURAL EXPOSED AGGREGATE WRH FACTORY PFPLED
AMERSHIELD ANTIGRAFFITI COATNG.REFER TO STD.DWG NO.500
V
ARM 8 ARM POLES '4
ROPER TO STD.DWG NO BOB
ROUNARE PER STD DWG 110 509 /JC
LUMNA4 GE EVOLVE WER O-09C3-30-AGRAY-L
84w S800 LUNIEN 3000K TYPE 3 LIGUTING DISTREUTION OR
APPROVED EQUAL BY
CITY OF LAKE OONT E. j
WARE CONTROLLED C PHOTOELECTRIC CONTROL UNIT E SHALL BE 1VE RSFEit-PERCE vTRS-2
VERFY5 VAC LED F L-EOMROL OR APPROVED EQUAL.
NOTE WRFI CRY OF LAKE ELOCATE B STREET LDFIT STANDARD ID ECFICATpNS
NOTE STREET LIGHT TO BE LOCATED ON B CURB E GUTTED OR SDEWALK.REFER TO PLANS FOR
ON AT—STREET
REFER TO FOLK N DET L-lNlDST N E G'AND FO G NO, N 6ON B ET B.LK'DETAIL /
ON STREET LIGHT FOUI�DATDN OETAL-STANDARD DRAW WG NO.509 ON S4EET B.
/ STA 43«25.00
CIRCUIT I
MNOR,LOCAL E COU£CTOR IN TRACT BTREET-1 / BEHIND CL92B E GUTTER
® sucm FOR REFERENCE ONLYFULL
REFE BOA NO I CALT ANS STALnIDCI4RRNpG E'.-8
BOX SHALL INSRIBEDSTRE
R TO CITY 5-NDARD RAN - (_�•J` //v5p OIV—ET 3
ERS UNMETFRED SERVICE PEDESTAL
vUSPUL RO/240V,P M.IOOA MAN
1,3 CRCUT N—R /
zAov S- j
Eo L5% VOLTAGE DROP VALLE �'
-- ID NO.6 A G xlaiw-2
UI NO.6 AWG CLLGND
b^
STA «00.00 S'
CIRCUIT I
HIND CURB
CONSTRUCTION NOTES
❑1 P INT, RED ELECTRICAL PEDESTAL Y.REFER
T 3 S IOOA MAN FEED
POINT.COORDN T D WORK WITH URJTY.REFER TO STREET LIC�VT
BERVICE CABINET DETAIL ON SLEET G /
❑2 CIRCUIT 1.3-04 CENTRE RLNI
2' DU.E BO PVC CONDUIT kO
( NO AWG XHJW-2
0 NO.6 A—CLI-GND
�C >/ 2
1�1/
STA 38.94 0 2
IR 6
EHIND CURB E¢ TER
STA 37«9119
CIRCUIT 1,3
BEHIND 4GEII
a ,
>C __ ---_ __ --
j
r
Al / \ 20 21 STA R 21CUR 13 O 22 23 24 25 STA 25«25.00
RUNNING DEER ROAD DSID
-_ __ __- __ -__ -__ -__- __- __ __ __-
- --- - -- - - - - -_
STA 35«
/ F\
CIRCUIT,3 '
GUT G R E
GUT
i p ,
` /1
9
tiFs �
FF
sy o
FFT0 40 Boo
NORTH
I�r T T I--�I--� 71 7 1 Z/ ENG-2016-00253 SCALE-I'-40'-O'
MARK R E V I S I 0 N S A r r R' LATE APPROPRIATE CONDITIONS OF DEVELOPMENT NT EWED F�R DAND/ORCCITY ITAND HE PREPARED BY SEAL
QPOFESSI CITY 0F LAKE ELSINORE SHEET `t
STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE lLLml "Ps-
. w,ro-�
y 'Py yp OFF-SITE STREET LIGHTING PLAN 5
LDB#nuoz w 453 m SCALD BENCH MARKS FOR TRACT 31957 OF SHEETS
7-19-2021 * E�.r2/3t/2t a 1"=40'-0"
R MON HABIB, RCE No. 83156 DATE rrRIGP3 ELECTRICAL STREET LIGHTING PLAN FILE No.
CITY ENGINEER 7/14/2021 q�c pP.CA11f
CITY ❑E LAKE ELSINORE WILLIAM LUNG TRAN, P.E. DATE DATE: 7/14/2021 21-182
I 't
--------------------------------------------------- --I F—
W
Lu
V)
-- @ W
-' STA 31+50.00 W
CIRCUIT 1,3 _� -- —
BEHIND CURB EGUTTER --{ —" 7
O
_— ..; BEHIND SIDEWALK
CIRCUIT I,
---------------------- v _
i�
„ - ? STA 29+5000
--------- ------- - , T- REET CIRCUIT 13 ....T"'9 Q
Co�N / BEHIND SIDEWALK ,
o `r4 ST A
STA 24+35.93 STA
27.5000 n
CIRCUR
BEHIND CURB E GUTTER u' N CIRCUIT R /
BEHIND CURB EGUTTER
-1--_�_ 25 26 27 _�h
STA 22+50.00 -�
CIRCUIT 1.3 STA 25«47.93
BEHIND SIDEWALK n o
n I CIRCUIT 1.3
BEHIND SIDEWALK r^»"
A Q N O
LEGEND & SYMBOLS
Zww' OLE Aq E �lI
OL ANniu¢AL ROLW SACK AND wl-RE naARE4E 4GGREGATE OR
f-_ EXPOSED 4GGREGATE WITH FACTORY APPLIED
0 N ERS+EL ANTI-GRAFFM GDATNG.REFER TO E ..DWG.NO.soa
ARMS 8'ARM POLES
REFER TO STD.DWG NO 508
O FOUNDATION PER STD DWG.NO.509
LLWJN4 vERL#09-C IRE'GE EVOLVE: 3-30-A-GRAY-L
84W.8800 LLW ,3000K,TYPE 3 LIGHING gSTRB f�ION OR
U 4PPROVED EQUAL B CITY OF LAKE ELSNORE
LLNYNARE COIRROLLED BY PHOTOELECTRIC CONTROL LNT E SHALL BE THE FISHER-PEiRCE vTRS-2
q5-305 VAC LED PHOTOCONTROL OR 4PPROVED EQUAL
WITHVERIFY OTY OF LADE 9.SNORE OR STREET LIGHT STA-ARD SPECIFICATIONS.
NOTE STREET LIGHT TO SE LOCATED BEHIND CURB E GUTTER OR SIDEWALK.R R TO PLANS FOR
UOCATON REFER TO'FOUNDANON BEHIND C E G'AND T=OUNDATON BEHIND SIDEWALK DETAL
ON STREET LI FOUNDATION DE--STANDARD DRAWING NO.509 ON SHEET 3
® MNOR,LOCAL E COLLECTOR N-TRACT STREET LL,Ht
SHOWN FOR RE=EPENCE OILY
�j PLIL EOx ND 3-I/2.CALTRANS STANDARD ESb
BOX SHALL BE INSGRI 'STREET HGHTNG'.
REFER TO OTY STANDARD PLAN v510 ON SHEET 3
METERS H ETERED EERVICE PEDESTAL
vUEPLL:RO/24OV.F.3W,IOOA MAN
NLMER
24Ov
Ee I.58 VMTAGE DROP--
---- 12-1 AWG xHNI-2
m NO.6 AWG CU-GID
O 40 80 120
ENG-2016-00253 NORTH
I�r T T I--�I--� 71 SCALE I'-40'-O'
MARK R E V I S I O N S A r r�' L APPROPRIATE CONDITIONS OF DEVELOPMENT COMPLIANCE
CITY HE PREPARED BY SEAL 5
QPOFESSIgyq CITY DE LAKE ELSINERE SHEET J
STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE lLLml "Ps- p
. w„A-A�
y 'Py yp OFF-SITE STREET LIGHTING PLAN 5
LDB#nH)= w 453 m SCALD BENCH MARK: FOR TRACT 31957 OF SHEETS
7-19-2021 * BW. 2/3t/2t a 1
R MUN HABIB, RCE No. 83156 DATE '�1'`��FrrRIGP�'3 ELECTRICAL STREET LIGHTING PLAN FILE No.
CITY ENGINEER 7/14/2021 q�c�P CAL1FOP�
CITY ❑E LAKE ELSINORE WILLIAM LUNG TRAN, P.E. DATE DATE: 7/14/2021 21-183