HomeMy WebLinkAboutTract Map 29353-2 Street Light Plans - Fiesta RanchCITY OF TEMECULA
LD21 -6611
KEY MAP N.T.S.
NORTH
VICINITY MAP N.T.S.
NORTH
PROJECT
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NICOLAS RD
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MURRIETA HOT
SPRINGS RD
BUTTERFIELD
STAGE RDCANTRELL
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LA SERENA
WAY
CITY OF TEMECULA, CA
TRACT MAP NO. 29353-2
STREET LIGHT PLAN
SHEET 3
SCOPE OF WORK
INSTALL NEW LED STREET LIGHTS AND SITE ELECTRICAL INFRASTRUCTURE. SEE
LEGEND FOR FIXTURE AND POLE TYPES. ALL STREETS ARE PRIVATE. ALL LIGHTS
SHALL BE CONTROLLED BY PHOTOCELL LOCATED ON STREET LIGHT.
DECLARATION OF RESPONSIBLE CHARGE
22 WATT LED STREET LIGHT WITH PULL BOX (17)
LEGEND
FIXTURE QUANTITIES
STREET LIGHT PULL BOX. PER CALTRANS STANDARD DRAWING ES-8.
PULL BOX SIZED PER PLAN.
A-1 LETTER INDICATES ELECTRICAL PANEL AND
NUMBERS INDICATE CIRCUIT POSITIONS.
UNDERGROUND CONDUIT AND WIRES
1. FUSE HOLDERS TO BE WATERPROOF AND UL LISTED. FUSES SHALL BE SLOW BLOW 13/32” X 1 ½” IN-LINE TYPE IN 10 AMP SIZE (UNLESS SPECIFIED OTHERWISE BY THE CITY). THE
FUSE SHALL BE INSTALLED IN THE HOT LEG OF THE LIGHTING CONDUCTOR. THE CIRCUIT SHALL BE FUSED IN THE BASE OF THE POLE – NOT IN THE PULL BOX. 240-VOLT
INSTALLATIONS REQUIRE EACH LEG TO BE FUSED USING A DOUBLE FUSE HOLDER AND TWO FUSES OF APPROPRIATE SIZE. HEAT SHRINK BOTH CRIMP ENDS.
2. PULL BOXES SHALL BE #3 1/2 PULL BOXES OR APPROVED EQUAL. PULL BOXES SHALL BE INSTALLED PER CALTRANS STANDARD PLAN ES-8 AS FOLLOWS:
1.LOCATED AT THE END OF THE CONDUIT RUN AND THREE FEET (3’) FROM SCE SERVICE POINT. THE PULL BOX THAT FEEDS INTO SCE SERVICE POINT SHALL BE A #5 PULL BOX.
2. LOCATED WITHIN FIVE FEET (5’) OF EACH STREET LIGHT.
3. LOCATED AT CONDUIT INTERVAL RUNS OF NOT MORE THAN 200 LF. ADDITIONAL #3 1/2 PULL BOXES WILL BE REQUIRED FOR CONDUIT RUNS OVER 200 LF LONG.
PULL BOXES SHALL BE INSTALLED BEHIND SIDEWALK OR FIVE FEET (5’) BEHIND THE FACE OF CURB OR DIKE AND, WHERE PRACTICAL, SHALL BE INSTALLED WITH THE SHORT SIDE
PARALLEL TO THE CURB. THEY SHALL NOT BE INSTALLED IN ANY PART OF A DRIVEWAY OR OTHER TRAVELED WAY, UNLESS APPROVED BY THE CITY ENGINEER AND PROVIDED WITH A
METAL TRAFFIC COVER. PULL BOX COVERS SHALL BE INSCRIBED “STREET LIGHTING” AND SHALL BE SECURED WITH BOLTS, CAP SCREWS OR STUDS AND NUTS MADE OF STAINLESS
STEEL. PULL BOXES SHALL BE TAMPER RESISTANT AND UTILIZE A SPECIAL KEY TOOL FOR OPENING. ANTI-SEIZE SHALL BE USED.
FOR MORE INFORMATION ON CITY STANDARD PULL BOXES, SEE TRAFFIC SIGNAL SPECIFICATIONS AND INSTALLATION GUIDELINES AND DETAIL C, SHEET 4.
3. ALL CONDUIT SHALL BE TWO-INCH (2”) UL APPROVED HEAVY WALL POLYVINYL CHLORIDE (PVC) SCHEDULE 80. CONDUIT SHALL BE ENCASED IN A MINIMUM OF THREE INCHES (3”)
OF SAND ON ALL SIDES. THE MINIMUM SWEEP RADIO SHALL BE TWENTY-FOUR INCHES (24”). THE MAXIMUM LENGTH OF A CONDUIT RUN SHALL BE TWO HUNDRED FEET (200’). THE
CONTRACTOR MAY, AT HIS EXPENSE, USE CONDUIT OR A LARGER SIZE, PROVIDED THE LARGER SIZE IS USED FOR THE ENTIRE LENGTH OF THE CONDUIT RUNS BETWEEN PULL BOXES
(REDUCING COUPLINGS SHALL NOT BE ALLOWED).
CONDUIT SHALL BE LAID TO A DEPTH OF NOT LESS THAN THIRTY INCHES (30”) UNLESS PLACED UNDER SIDEWALK IN WHICH CASE ONLY EIGHTEEN INCHES (18”) SHALL BE REQUIRED.
CONDUIT LAID IN OPEN TRENCH SHALL NOT BE COVERED NOR SHALL TRENCH OR INSPECTION HOLE BE BACKFILLED UNTIL ACCEPTED BY THE CITY ENGINEER OR HIS DESIGNATED
REPRESENTATIVE.
4. SPLICES SHALL BE PERMITTED IN PULL BOXES AND LIGHTING STANDARD BASES ONLY. ALL SPLICES SHALL BE WATERPROOFED WITH PENATROX WITH BUTT SPLICE AND HEAT SHRINK
TUBING.
5.ALL CONDUCTORS SHALL BE STRANDED COPPER, XHHW-2 #8 AWG MINIMUM. MAXIMUM WIRE SIZE SHALL BE #6 AWG. NEITHER ALUMINUM NOR DIRECT-BURIAL CABLE SHALL BE
ACCEPTED. ALL STREET LIGHT SYSTEM SHALL BE PROVIDED WITH 120-240V SERVICE.
WIRE SHALL CONFORM TO THE APPLICABLE PORTION OF ASTM B3 AND B8. WIRE SIZE SHALL BE INDICATED ON THE “ASBUILT” PLANS. WIRE CONNECTORS SHALL BE APPROVED BY
THE CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVE AND SHALL BEAR THE UL SEAL OF APPROVAL. THE INSTALLATION PROCEDURE, CONNECTOR SIZE AND CRIMPING TOOLS
SHALL CONFORM TO THE MANUFACTURER’S RECOMMENDATIONS.
WIRE FROM THE BASE OF THE POLE TO THE LUMINAIRE SHALL BE #10. FOR THE 120-VOLT INSTALLATIONS, THE WIRES SHALL BE BLACK AND WHITE, WITH BLACK BEING THE HOT
WIRE AND FUSED. FOR 240-VOLT INSTALLATIONS, ONE HOT WIRE SHALL BE BLACK AND THE OTHER SHALL BE RED. BOTH HOT WIRES SHALL BE FUSED. ANY GROUND WIRES SHALL
BE GREEN AND CONNECTED TO A CLAMP ATTACHED TO AN ANCHOR BOLT.
SERVICE RUNS PARALLEL TO THE STREET SHALL BE INSTALLED UNDER THE SIDEWALK WHERE NEW SIDEWALK IS BEING CONSTRUCTED OR DIRECTLY BEHIND THE EXISTING SIDEWALK.
VOLTAGE DROP SHALL NOT EXCEED FIVE PERCENT (5%).
6.SEE TEMECULA STD. PLAN XHHW-2 #802 FOR SERVICE CABINET INFORMATION.
7.CONTACT SCE FOR A SERVICE POINT. SCE WILL IDENTIFY WHAT SERVICE IS AVAILABLE AND WHERE IT IS LOCATED. IN RARE CASES, A NEW STREETLIGHT CAN BE CONNECTED TO AN
EXISTING STREETLIGHT CIRCUIT, BUT NOT WITHOUT WRITTEN PERMISSION FROM THE CITY ENGINEER. NEW VOLTAGE DROP CALCULATIONS SHALL BE REQUIRED TO VERIFY THAT
EXISTING CIRCUIT CAN HANDLE ADDITIONAL LOAD.
THE SERVICE POINT SHALL BE IN THE CITY’S RIGHT-OF-WAY; OTHERWISE, THE CITY WILL REQUIRE AN EASEMENT TO THE SERVICE POINT.
8. SEPARATE METER PERMIT(S) REQUIRED FROM BUILDING & SAFETY DEPARTMENT.
A. GENERAL NOTES
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TEMECULA STANDARD DETAILS AND
SPECIFICATIONS, THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (THE “GREENBOOK”),
THE RIVERSIDE COUNTY STREET IMPROVEMENT STANDARDS AND SPECIFICATIONS AND STANDARD PLANS; COUNTY
ORDINANCE NO. 461; CALTRANS STANDARD PLANS AND SPECIFICATIONS; CALIFORNIA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
2. PRIOR TO START OF WORK, THE DEVELOPER/CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA ENGINEERING
DEPARTMENT FOR AN ENCROACHMENT PERMIT FOR WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY AND TO BE
RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF
CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES MAY BE REQUIRED.
3. PRIOR TO START OF WORK, THE DEVELOPER/CONTRACTOR SHALL APPLY TO THE CALIFORNIA DEPARTMENT OF
TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR WORK PERFORMED WITHIN THE STATE
RIGHT-OF-WAY.
4. WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUT DELAY SO AS TO PROVIDE
MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE TRAVELING PUBLIC. FAILURE TO COMPLY WITH
THIS REQUIREMENT IS A VIOLATION OF THE CITY OF TEMECULA ENCROACHMENT PERMIT.
5. WHEN IMPROVEMENT PLANS HAVE BEEN SUBMITTED TO THE CITY FOR PLAN CHECKING AND THE PLAN CHECKING
PROCESS HAS BEEN INTERRUPTED FOR A PERIOD OF ONE YEAR OR MORE, THE PLANS SHALL BE DEEMED ABANDONED.
APPROVED IMPROVEMENT PLANS FOR ALL SUBDIVISIONS SHALL BE DEEMED ABANDONED IF CONSTRUCTION HAS NOT
COMMENCED WITHIN TWO YEARS OF THE LATEST APPROVAL DATE (ONE YEAR FOR NON-SUBDIVISIONS). IF
CONSTRUCTION IS INTERRUPTED FOR A PERIOD OF ONE YEAR OR MORE, THE PLANS SHALL BE DEEMED ABANDONED.
ABANDONED PLANS SHALL BE RE-SUBMITTED FOR REVIEW AND ALL FEES SHALL BE PAID IN ACCORDANCE WITH THE PLAN
CHECK AND PROCESSING POLICY PRIOR TO ANY PERMITS BEING ISSUED.
6. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY
OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY PIPE OR STRUCTURE
WITHIN THE LIMITS OF THIS PROJECT. THIS NOTE APPLIES TO ALL PAGES.
7. ALL REVISIONS TO IMPROVEMENT PLANS, OR MATERIAL SUBSTITUTION REQUESTS, PROPOSED DURING CONSTRUCTION
SHALL BE SUBMITTED IN WRITING TO THE CITY ENGINEERING DEPARTMENT BY THE ENGINEER OF RECORD AND SHALL
FOLLOW THE PROCEDURES AS APPROVED BY THE CITY ENGINEER.
8.LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE DEVELOPER/CONTRACTOR SHALL DETERMINE
THE EXACT LOCATIONS AND VERIFY CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK. THE
DEVELOPER/CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR DAMAGES OCCURRED DUE TO FAILURE TO LOCATE AND
PRESERVE UNDERGROUND UTILITIES. HAND DIG AS NEEDED UNTIL CLEAR OF OBSTRUCTIONS.
9.NOTIFY UNDERGROUND SERVICE ALERT, (800) 227-2600, AND ALL CONCERNED UTILITY COMPANIES AT LEAST TWO
WORKING DAYS IN ADVANCE OF EXCAVATION.
10.A PRE-CONSTRUCTION MEETING WITH THE PUBLIC WORKS INSPECTOR IS REQUIRED PRIOR TO START OF WORK.
11.RIGHT OF ENTRY FOR ANY WORK PERFORMED ON ADJACENT PROPERTIES IS REQUIRED. PERMISSION FOR RIGHT OF
ENTRY SHALL BE OBTAINED IN WRITING AND THE LETTER SHALL COMPLY WITH CITY FORMAT.
12.APPROVAL OF PLANS AND / OR PERMIT ISSUANCE DOES NOT RELIEVE THE PERMITTEE OF THEIR RESPONSIBILITY TO
MAINTAIN WORK WITHIN THE PROJECT PROPERTY BOUNDARIES AND DEDICATED CITY RIGHT-OF-WAY. TRESPASSING ON
PRIVATE PROPERTY IS AGAINST THE LAW AND CAUSE FOR CANCELLATION OF PERMIT AND ISSUANCE OF STOP WORK
NOTICE.
13.IT IS THE RESPONSIBILITY OF THE PERMITTEE TO SUBMIT A REQUEST FOR PERMIT EXTENSION TO THE CITY ENGINEER IN
WRITING PRIOR TO PERMIT EXPIRATION. EXTENSION AND EXPIRATION OF PERMITS SHALL BE IN ACCORDANCE WITH THE
UNIFORM BUILDING CODE AND /OR THE CITY OF TEMECULA ENGINEERING DESIGN GUIDELINES POLICIES AND
PROCEDURES.
14.THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON CITY OF TEMECULA RIGHT-OF-WAY
AFFECTED BY DEVELOPER'S/CONTRACTOR'S WORK. THE DEVELOPER/CONTRACTOR SHALL KEEP CITY OF TEMECULA
RIGHT-OF-WAY CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCES BEING CONTROLLED AT ALL TIMES. METHOD OF
STREET CLEANING SHALL BE WET SWEEPING OF ALL PAVED AREAS. THERE SHALL BE NO STOCKPILING OF CONSTRUCTION
MATERIALS WITHIN THE CITY OF TEMECULA RIGHT-OF-WAY WITHOUT THE PERMISSION OF THE CITY ENGINEER.
15.THE CONTRACTOR SHALL CONTACT THE CITY OF TEMECULA PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO
CONSTRUCTION AT (951) 654-4041.
B. STREET IMPROVEMENT NOTES
1.UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO CAP PAVING THE STREET, INCLUDING, BUT
NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, TELEPHONE, CABLE, GAS, STORM DRAINS.
2. TRAFFIC CONTROL PLANS ON EXISTING ROADWAYS SHALL BE PREPARED BY A TRAFFIC OR CIVIL ENGINEER, REGISTERED
IN THE STATE OF CALIFORNIA, AND SUBMITTED FOR REVIEW AND APPROVAL BY THE CITY ENGINEERING DEPARTMENT,
PRIOR TO PERMIT ISSUANCE.
3. PROVIDE STREET LIGHTS IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN AND PROVIDE FOR THE
TEMPORARY OPERATION OF THE STREET LIGHTING SYSTEM.
4. THERE SHALL BE NO ABOVE-GROUND OBSTRUCTIONS IN ANY PORTION OF THE SIDEWALK (WHERE THE WIDTH,
EXCLUSIVE OF TOP OF CURB, IS 5.5 FEET OR LESS). WHERE POWER/TELEPHONE/CABLE POLES, STREET LIGHT
STANDARDS, FIRE HYDRANTS, AND CONTROL BOXES OCCUR IN THE 5.5 FOOT SIDEWALK, THE SIDEWALK SHALL BE
MODIFIED PER CITY OF TEMECULA STANDARD PLAN 402.
5. “PATCHING” OF SIDEWALK DAMAGE IS PROHIBITED; REPAIRS TO SIDEWALK SHALL INCLUDE REPLACEMENT OF THE ENTIRE
PANEL FROM “JOINT-TO-JOINT”.
6. AS-BUILT PLANS AND ASSET/ATTRIBUTE DATA SHALL BE SUBMITTED TO THE CITY PRIOR TO ACCEPTANCE OF
IMPROVEMENTS AND RELEASE OF BONDS.
C. STREET LIGHT NOTES
1.STREET LIGHT DESIGN PLANS FOR CONSTRUCTION SHALL FOLLOW THE LATEST EDITION OF THE CITY OF TEMECULA
STREET AND SAFETY LIGHTING STANDARD GUIDELINES.
2.THIS PROJECT SHALL COMPLY WITH THE MT PALOMAR LIGHT POLLUTION ORDINANCE NO. 655.
3.THESE PLANS HAVE BEEN EXAMINED BY THE CITY OF TEMECULA’S ENGINEERING DIVISION TO INSURE COMPLIANCE WITH
GENERAL ENGINEERING STANDARDS AND THE CITY’S DESIGN STANDARDS AND SPECIFICATIONS. THE
ENGINEER-OF-WORK SHALL BEAR THE SOLE RESPONSIBILITY OF THE MATHEMATICAL DATA AND ACCURACY OF DESIGN
SHOWN HEREON.
4.STREET LIGHT LOCATIONS MAY BE ADJUSTED IN THE FIELD A MAXIMUM OF 10 FEET TO AVOID EXISTING OBSTRUCTIONS
SUCH AS DRIVEWAYS, CATCH BASINS, FIRE HYDRANTS, ETC. ANY DEVIATION EXCEEDING 10 FEET SHALL BE APPROVED
IN WRITING BY THE CITY OF TEMECULA ENGINEERING DEPARTMENT.
5.A REVISED STREET LIGHTING PLAN SHALL BE REQUIRED FOR ANY CHANGES MADE TO THE SUBDIVISION MAPS OR
DESIGN PLANS WHICH AFFECT STREET ALIGNMENTS, LOT SIZES, PARCEL SIZES, BOUNDARIES, ETC.
6.ALL REVISIONS TO IMPROVEMENT PLANS, OR MATERIAL SUBSTITUTION REQUESTS, PROPOSED DURING CONSTRUCTION
SHALL BE SUBMITTED IN WRITING TO THE ENGINEERING DEPARTMENT BY THE ENGINEER OF RECORD AND SHALL FOLLOW
THE PROCEDURES FOR APPROVAL OUTLINED IN THE MOST CURRENT CITY OF TEMECULA ENGINEERING DEPARTMENT
DIRECTIVES.
7.IN ORDER FOR THE CITY OF TEMECULA'S LIGHTING DISTRICT TO ASSUME THE OPERATIONS AND MAINTENANCE OF A
LIGHTING SYSTEM ON ANY PUBLIC STREET, THE STREET SHALL BE ACCEPTED BY THE CITY AND OPEN TO THE GENERAL
PUBLIC.
8.STREET LIGHTS SHALL BE INSTALLED BEHIND THE SIDEWALK, WITH LUMINAIRE ARM ORIENTED OVER THE STREET AND
PERPENDICULAR TO ITS CENTERLINE: A. ARTERIAL STREETS (6 FOOT SIDEWALK): 7’-9” FROM CURB FACE TO CENTER
OF POLE FOUNDATION B. NON-ARTERIAL STREETS (6 FOOT SIDEWALK): 7’-9” FROM CURB FACE TO CENTER OF POLE
FOUNDATION C. MEANDERING SIDEWALKS: 18” MIN. FROM CURB FACE TO OUTSIDE EDGE OF POLE.
STREET AND SAFETY LIGHTING STANDARDS AND GUIDELINES
IMPROVEMENT GENERAL NOTES
9.PLACEMENT
A. ON STREETS WHERE THE SIDEWALKS ARE 5.5 FEET OR LESS IN WIDTH, EXCLUDING THE TOP OF CURB, AND ARE ADJACENT TO THE CURB,
THE STREET LIGHTING ELECTROLIER STANDARDS AND PULL BOXES SHALL BE PLACED OUTSIDE THE SIDEWALK AREA UNLESS OTHERWISE
SPECIFIED ON THE CITY OF TEMECULA APPROVED PLAN.
B. ON ALL STREETS, HANDHOLE/PULL BOX SHALL BE PLACED “IN-LINE” WITH STREET LIGHTING STANDARD AND SHALL NOT BE PLACED IN FRONT
OF OR BEHIND STANDARDS ON SIDEWALKS WITHIN THE PATH OF TRAVEL.
10.THERE SHALL BE NO ABOVE-GROUND OBSTRUCTIONS IN ANY PORTION OF THE SIDEWALK (WHERE THE WIDTH, EXCLUSIVE OF TOP OF
CURB, IS 5.5 FEET OR LESS). WHERE POWER/TELEPHONE/CABLE POLES, STREET LIGHT STANDARDS, FIRE HYDRANTS, AND CONTROL BOXES
OCCUR IN THE 5.5 FOOT SIDEWALK, THE SIDEWALK SHALL BE MODIFIED PER CITY OF TEMECULA STANDARD PLAN NO. 402.
11.ALL MAST ARMS AND BRACKETS SHALL BE PERPENDICULAR TO THE CURB FACE AND 8 FEET LONG UNLESS OTHERWISE SPECIFIED ON THE
CITY OF TEMECULA APPROVED PLAN.
12. ALL LIGHTS SHOWN ON THIS PLAN SHALL BE INSTALLED AND OPERATIONAL PRIOR TO THE ACCEPTANCE OF THE SYSTEM INTO THE CITY OF
TEMECULA’S LIGHTING DISTRICT.
13. ALL STREET WIRING AND APPURTENANT APPARATUS SHALL BE UNDERGROUNDED.
14. STREET LIGHTS SHALL BE CONSTRUCTED PER THE CITY OF TEMECULA APPROVED PLAN. LIGHTS NOT CONSTRUCTED ACCORDING TO THE
APPROVED PLAN SHALL BE REMOVED AND RELOCATED AT NO EXPENSE TO THE CITY OF TEMECULA.
15. STREET LIGHTS SHALL BE ERECTED SUCH THAT THE BASE DOOR IS PERPENDICULAR TO THE CURB AND LOCATED ON THE SIDE OF THE
STREET LIGHT FACING ONCOMING TRAFFIC.
16. ALL EQUIPMENT REQUIRED HEREON FOR FURNISHING ELECTRICAL SERVICE, FOR EACH CIRCUIT, SHALL BE INSTALLED AND INSPECTED
PRIOR TO ANY OTHER CONSTRUCTION ON THAT CIRCUIT.
17. THE CONTRACTOR SHALL GIVEN WRITTEN NOTICE, 72 HOURS IN ADVANCE OF REMOVAL OF A STREET LIGHT, TO ANY PUBLIC AGENCY
MAINTAINING EQUIPMENT SUPPORTED BY THE STREET LIGHT.
18. FOUNDATIONS AND PULL BOXES NOT REMAINING IN SERVICE SHALL BE REMOVED. THE RESULTING EXCAVATION SHALL BE FILLED WITH
MATERIAL SIMILAR TO ADJACENT MATERIAL AND SATISFACTORILY COMPACTED WITH A MECHANICAL COMPACTOR IN LAYERS NOT
EXCEEDING 12 INCHES. THE SURFACE SHALL BE FINISHED TO MATCH THE ADJACENT SURFACE.
19. ALL PULL BOXES SHALL BE NO. 3 1/2. ALL STREET LIGHTING PULL BOX LIDS SHALL READ “STREET LIGHTING”. PULL BOXES LOCATED
ADJACENT TO DRIVEWAYS AND ALLEYS SHALL BE INSTALLED AT A MINIMUM DISTANCE OF 5 FEET FROM THE TOP OF THE DRIVEWAY “X” OR
5 FEET FROM THE TRAVEL WAY OF THE ALLEY.
20. PULL BOXES INSTALLED AT INTERSECTIONS OF LOCAL STREETS SHALL BE INSTALLED NO CLOSER TO THE INTERSECTIONS THAN THE B.C.R.
OF AN ASSUMED FUTURE 35 FOOT RADIUS CURB RETURN.
21. WARNING: SAFETY CLEARANCE SHALL BE OBTAINED DAILY FROM THE AFFECTED UTILITY COMPANY BEFORE DOING ANY WORK IN CLOSE
PROXIMITY TO ANY OVERHEAD ELECTRIC LINE.
22. CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING THE CONDITION OF ALL EXISTING EQUIPMENT TO BE REUSED, MODIFIED OR
RETURNED TO THE CITY OF TEMECULA PUBLIC WORKS DEPARTMENT.
23.EQUIPMENT INDICATED “DISPOSE” SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND BE PROPERLY DISPOSED OFF-SITE BY THE
CONTRACTOR.
24. CONTRACTOR SHALL REPAIR, AT HIS COST, THE DAMAGE CAUSED TO EXISTING LANDSCAPING AND IRRIGATION SYSTEMS DURING THE
CONSTRUCTION OF THIS PROJECT. REPAIRS SHALL BE MADE WITHIN 5 WORKING DAYS AFTER DAMAGE OCCURS.
25. CONTRACTOR SHALL LOCATE AND PROTECT SUBSTRUCTURE(S) SHOWN HEREON AND SHALL PROVIDE FOR A MINIMUM 12 INCH
HORIZONTAL CLEARANCE BETWEEN FOUNDATION AND SUBSTRUCTURES. IN THE EVENT A 12 INCH CLEARANCE CANNOT BE ACHIEVED, THE
CONTRACTOR SHALL MAKE ARRANGEMENTS FOR RELOCATION OF SUBSTRUCTURES WITH THE CITY.
26. IN THE EVENT OF OVERHEAD LINES CONFLICT WITH STREET LIGHTS THE CONTRACTOR SHALL MAKE NECESSARY ARRANGEMENTS WITH
SOUTHERN CALIFORNIA EDISON TO RAISE THEIR OVERHEAD FACILITIES IN ORDER TO PROVIDE FOR THE FOLLOWING CLEARANCES WITH
EXISTING AND/OR PROPOSED STREET LIGHTS:
A. LOW VOLTAGE: MINIMUM 3 FOOT CLEARANCE BETWEEN OVERHEAD LINES AND STREET LIGHTS.
B. HIGH VOLTAGE: MINIMUM 6 FOOT CLEARANCE BETWEEN OVERHEAD LINES AND STREET LIGHTS
27.IN THE EVENT OF OVERHEAD COMMUNICATION LINE CONFLICT WITH STREET LIGHTS, CONTRACTOR SHALL MAKE NECESSARY
ARRANGEMENTS TO PROVIDE A MINIMUM 12 INCH CLEARANCE.
28.PROPOSED STREET LIGHT FOUNDATIONS AND PULLBOXES SHALL BE INSTALLED OUTSIDE OF ACCESS RAMP AREAS. EXISTING
FOUNDATIONS AND PULLBOXES SHALL BE RECONSTRUCTED TO CLEAR ACCESS RAMPS BY A MINIMUM OF 12 INCHES.
29.CONDUIT THAT IS TO BE ABANDONED SHALL HAVE WIRES REMOVED. THE CONDUIT SHALL BE REMOVED TO A DEPTH OF AT LEAST 12
INCHES BELOW THE SURFACE AND HAVE BOTH ENDS CRIMPED OR CAPPED.
30.ELECTRICAL SYSTEMS FOR LS-3 RATE SCHEDULE STREET LIGHTS SHALL COMPLY WITH SECTION 700 LATEST EDITION OF THE GREENBOOK
AND THE 2019 CALIFORNIA ELECTRICAL CODE/2017 NATIONAL ELECTRICAL CODE.
31.PROPOSED LS-3 RATE SCHEDULE STREET LIGHT FOUNDATIONS, PEDESTALS, PULLBOXES AND OTHER ASSOCIATED LS-3 STREET LIGHT
SYSTEM APPURTENANCES SHALL BE INSTALLED WITHIN THE CITY RIGHT-OF-WAY.
32.STREET LIGHTING STANDARDS FOR LS-3 RATE SCHEDULE STREET LIGHTS SHALL BE CONCRETE AMERON OR APPROVED EQUAL PER CITY OF
TEMECULA STREET AND SAFETY LIGHTING GUIDELINES.
33. PROPOSED LS-3 RATE SCHEDULE CONCRETE STREETLIGHT FOUNDATIONS SHALL BE IN ACCORDANCE WITH CITY OF TEMECULA STANDARD
PLAN 1003.
34. AS-BUILT PLANS AND ASSET/ATTRIBUTE DATA SHALL BE SUBMITTED TO THE CITY PRIOR TO ACCEPTANCE OF IMPROVEMENTS.
35. ALL NEW CONDUITS SHALL BE 2” PVC SCHEDULE 80 UNLESS SHOWN OTHERWISE ON PLANS.
36.LIGHTING SHALL BE MAINTAINED THROUGHOUT PROJECT.
37. LIGHTING CALCULATIONS ARE REQUIRED TO VERIFY APPROPRIATE LIGHTING LEVELS.
38.SERVICE TO ALL EXISTING LIGHTING SHALL BE MAINTAINED AT ALL TIMES.
39. CONTRACTOR SHALL FURNISH AND INSTALL STREET LIGHTING STANDARD AND LIGHT FIXTURE AS SPECIFIED UNLESS OTHERWISE SHOWN
ON PLANS.
40. SCE WORK ORDER NUMBER TO BE PROVIDED AT AS-BUILT: _____________________________________
100A, 120/240V, 3W, 1Ø SINGLE METER PEDESTAL. MYERS
MEUG16X-M100 OR APPROVED EQUAL. PER CITY OF TEMECULA STD.
#802. SEE PANEL SCHEDULE DETAIL 'A' SHEET 2
TYPE "A", 22 WATT LED, 120 VOLT. FIXTURE TO BE GENERAL
ELECTRIC EVOLVE CATALOG#:ERL1-0-03-B3-30-A-GRAY-L.
PROVIDE GE LIGHT GRID NODE # ELWM1A8UBXXXXAD. POLE
TO BE AMERON TYPE 1C123. PER CITY OF STD. #800, #801
OR LATEST STANDARD DRAWINGS.
3
DESCRIPTIONSHEET #
1 TITLE SHEET
SHEET INDEX
2
LIGHTING PLAN 1
SHEET 4
GEOTAG TABLE, DETAILS, VD TABLE
4 LIGHTING PLAN 2
MURRIETA HOT SPRINGS R
.
NI
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O
A
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.
FI
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A
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A
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C
H
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RORIPAUGH
V
A
L
L
E
Y
R
D
.
BU
T
T
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R
F
I
E
L
D
S
T
A
G
E
R
D
.
200'100'0'50'
SCALE: 1"=100'-0"NORTH
METER PEDESTAL 'A'
PANEL SCHEDULE
NO SCALE
A
NOTE: ELECTRICAL CONTRACTOR SHALL PERFORM GROUND RESISTANCE TEST PER CEC
250.53 (A) (2). SHOULD THE GROUND RESISTANCE NOT MEET CEC REQUIREMENTS OF 25
OHMS OR LESS, A SUPPLEMENTARY GROUND SHALL BE PROVIDED AT A MINIMUM OF 6'
AWAY.
NEC 110.24(A) STATES: “FIELD MARKING. SERVICE EQUIPMENT IN OTHER THAN DWELLING
UNITS SHALL BE LEGIBLY MARKED IN THE FIELD WITH THE MAXIMUM AVAILABLE FAULT
CURRENT. THE FIELD MARKING(S) SHALL INCLUDE THE DATE THE FAULT CURRENT
CALCULATION WAS PERFORMED AND BE OF SUFFICIENT DURABILITY TO WITHSTAND THE
ENVIRONMENT INVOLVED.”
SHOULD THE CONTRACTOR NOT HAVE THE AVAILABLE INFORMATION TO RUN THE STUDY,
THE MAIN BREAKER SHALL ACCORDINGLY: SCE PUBLISHED AVAILABLE FAULT CURRENT IS
42,000 AMPS. MAIN BREAKER SHALL BE RATED FOR A MINIMUM OF 42KAIC AND ALL
DOWN-STREAM BREAKER AT 10KAIC AND SHALL BE SERIES RATED. METER SHALL BE
EQUIPPED WITH TEST-BLOCKS.
NO SCALE
B PULL BOX CONCRETE COLLAR
INSTALLATION DETAIL
SIDEWALK
PULLBOX
MAINTAIN MIN.
6" FROM EDGE
OF SIDEWALK
G
T
L
88
LOCATION
1
WATTAGE WATTAGE LOCATION
ØA ØB
BUS: 100APHASE: 1VOLTAGE: 120/240 AIC SYM:10,000 MAIN: 100A/2P
S
I
M
L
O
P
R
K
B
R
I
C
H
P
R
K
B
L
O
P
G
T
L
R
I
C
S
I
M
ØA ØB
2
WATTS/LINE
TOTAL ØB: 176 WATTS
TOTAL ØA: 198 WATTS
HIGH PHASE LCL AMPS:
TOTAL WATTS:
PANEL AMPS: 1.6
374
2.1
66
STREET LTS
3
5
7
9
11
A
B
A
B
A
B
4
6
8
10
12
WIRE: 3
198 176
20
1STREET LTS
MOUNTING: PEDESTAL PANEL A LOCATION: "STREET VV"
SPACE
SPACE
SPACE
SPACE4
100
2
MAIN CIR. BREAKER
(A)STREET LIGHTS CONTROLLED BY PHOTOCELL ON STREET LIGHT
1
203
(A)
(A)
1
2
1000' METER-PULLBOX - .90A=0.12%VD
440' PULLBOX-PULLBOX - 0.72A=0.41%VD
3
5
300' PULLBOX-PULLBOX - 0.54A=0.21%VD
VOLTAGE DROP CALCULATIONS FOR
IN-TRACT STREET LIGHTS WITH #8 WIRES.
CIR. A-11 @ 120V. MAX. VD ACROSS
CIRCUIT=5% (LONGEST AND MOST HEAVILY
LOADED CIRCUIT. ALL OTHERS ARE FINE)
430' PULLBOX-PULLBOX - 0.18A=0.10%VD
6
TOTAL % VD= 1.05%VD
4 430' PULLBOX-PULLBOX - 0.36A=0.20%VD
40' PULLBOX-LUMINAIRE - 0.18A=0.01%VD
LEGEND
STREET LIGHT PULL BOX. PER CALTRANS STANDARD DRAWING ES-8.
PULL BOX SIZED PER PLAN.
A-1 LETTER INDICATES ELECTRICAL PANEL AND
NUMBERS INDICATE CIRCUIT POSITIONS.
UNDERGROUND CONDUIT AND WIRES
100A, 120/240V, 3W, 1Ø SINGLE METER PEDESTAL. MYERS
MEUG16X-M100 OR APPROVED EQUAL. PER CITY OF TEMECULA STD.
#802. SEE PANEL SCHEDULE DETAIL 'A' SHEET 2
RO
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POLE NUMBER METER
PEDESTAL
CIRCUIT GEOTAG
NUMBERA1
A2 7
5
A3
A4
A5
A
5
7
5
A6
A7 5
7
TYPE "A", 22 WATT LED, 120 VOLT. FIXTURE TO BE GENERAL
ELECTRIC EVOLVE CATALOG#:ERL1-0-03-B3-30-A-GRAY-L.
PROVIDE GE LIGHT GRID NODE # ELWM1A8UBXXXXAD. POLE
TO BE AMERON TYPE 1C123. PER CITY OF STD. #800, #801
OR LATEST STANDARD DRAWINGS.
(A-5)
A1
(A-7)
A2
(A-5)
A3
(A-7)
A4
(A-5)
A5
(A-7)
A6
(A-5)
A7NIC
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A
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D
.
BUTTERFIEL
D
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A
G
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MU
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A
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.
(A-9)
A8
(A-11)
A9
(A-9)
A10
(A-11)
A11
(A-9)
A12
(A-11)
A13
(A-9)
A14
(A-11)
A15
(A-9)
A16
(A-11)
A17
A8 9
A9 11
A10
A11
A12
A13
A14
A15
A16
A17
9
11
9
11
9
11
9
11
STREET LTS
STREET LTS
(A)
(A)
110 2051
2051110
PLAN NOTES
1
2
3
4
5
6
7
FURNISH AND INSTALL (1) 2" SCH. 80 PVC-(8) XHHW-2 #8, (1) 1#10
GND. PROVIDE (1) 2" SCH. 80 SPARE WITH PULL ROPE. BURY 18"
BELOW GRADE.
8
FURNISH AND INSTALL 100A, 120/240V, 1Ø, 3W METER PEDESTAL 'A' PER
UTILITY SERVICE ORDER. PER CITY OF TEMECULA STD. #802. SEE PANEL
SCHEDULE DETAIL 'A' SHEET 2
FURNISH AND INSTALL BELOW GRADE UNDERGROUND #3 1/2 PULLBOX PER
CALTRANS STD. DWG. ES-8.
FURNISH AND INSTALL BELOW GRADE UNDERGROUND #5E PULLBOX PER
CALTRANS STD. DWG. ES-8.
FURNISH AND INSTALL 2" SCH. 80 PVC-(8) XHHW-2 #8, 1#10 GND.
BURY 30" BELOW GRADE.
FURNISH AND INSTALL 2" SCH. 80 PVC-(8) XHHW-2 #8, 1#10 GND.
BURY 18" BELOW GRADE.
FURNISH AND INSTALL 2" SCH. 80 PVC-(4) XHHW-2 #8, 1#10 GND.
BURY 18" BELOW GRADE.
FURNISH AND INSTALL 2" SCH. 80 PVC-(4) XHHW-2 #8, 1#10 GND.
BURY 30" BELOW GRADE.
9 FURNISH AND INSTALL 2" SCH. 80 PVC-(2) XHHW-2 #8, 1#10 GND.
BURY 18" BELOW GRADE.
10 FURNISH AND INSTALL 2" SCH. 80 PVC-(2) XHHW-2 #8, 1#10 GND.
BURY 30" BELOW GRADE.
CITY OF TEMECULA
LD21 -6611
CITY OF TEMECULA
LD21 -6611
80'40'0'20'
SCALE: 1"=40'-0"NORTH
PLAN NOTES
RORIP
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MURRIETA HOT SPRINGS RD.
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-
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4
LEGEND
STREET LIGHT PULL BOX. PER CALTRANS STANDARD DRAWING ES-8.
PULL BOX SIZED PER PLAN.
A-1 LETTER INDICATES ELECTRICAL PANEL AND
NUMBERS INDICATE CIRCUIT POSITIONS.
UNDERGROUND CONDUIT AND WIRES
100A, 120/240V, 3W, 1Ø SINGLE METER PEDESTAL. MYERS
MEUG16X-M100 OR APPROVED EQUAL. PER CITY OF TEMECULA STD.
#802. SEE PANEL SCHEDULE DETAIL 'A' SHEET 2
TYPE "A", 22 WATT LED, 120 VOLT. FIXTURE TO BE GENERAL
ELECTRIC EVOLVE CATALOG#:ERL1-0-03-B3-30-A-GRAY-L.
PROVIDE GE LIGHT GRID NODE # ELWM1A8UBXXXXAD. POLE
TO BE AMERON TYPE 1C123. PER CITY OF STD. #800, #801
OR LATEST STANDARD DRAWINGS.
A-11A-9
A-11
A-9A-11
A-9
A-11
A-9
A-11
A-9
A-7
9
7
10
7
6
10
10
10
5
5
5
5
5
5
1
4
4
4
4
7 10
8
7
1
2
3
4
5
6
7
FURNISH AND INSTALL (1) 2" SCH. 80 PVC-(8) XHHW-2 #8, (1) 1#10
GND. PROVIDE (1) 2" SCH. 80 SPARE WITH PULL ROPE. BURY 18"
BELOW GRADE.
8
FURNISH AND INSTALL 100A, 120/240V, 1Ø, 3W METER PEDESTAL 'A' PER
UTILITY SERVICE ORDER. PER CITY OF TEMECULA STD. #802. SEE PANEL
SCHEDULE DETAIL 'A' SHEET 2
FURNISH AND INSTALL BELOW GRADE UNDERGROUND #3 1/2 PULLBOX PER
CALTRANS STD. DWG. ES-8.
FURNISH AND INSTALL BELOW GRADE UNDERGROUND #5E PULLBOX PER
CALTRANS STD. DWG. ES-8.
FURNISH AND INSTALL 2" SCH. 80 PVC-(8) XHHW-2 #8, 1#10 GND.
BURY 30" BELOW GRADE.
FURNISH AND INSTALL 2" SCH. 80 PVC-(8) XHHW-2 #8, 1#10 GND.
BURY 18" BELOW GRADE.
FURNISH AND INSTALL 2" SCH. 80 PVC-(4) XHHW-2 #8, 1#10 GND.
BURY 18" BELOW GRADE.
FURNISH AND INSTALL 2" SCH. 80 PVC-(4) XHHW-2 #8, 1#10 GND.
BURY 30" BELOW GRADE.
2 3
4
46
4
7
9 FURNISH AND INSTALL 2" SCH. 80 PVC-(2) XHHW-2 #8, 1#10 GND.
BURY 18" BELOW GRADE.
10 FURNISH AND INSTALL 2" SCH. 80 PVC-(2) XHHW-2 #8, 1#10 GND.
BURY 30" BELOW GRADE.
BU
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KEY MAP N.T.S.
NORTH
SHEET 3
SHEET 4
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RORIPAUGH
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FIESTA
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CITY OF TEMECULA
LD21 -6611
100'50'0'25'
SCALE: 1"=50'-0"NORTH
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3
LEGEND
STREET LIGHT PULL BOX. PER CALTRANS STANDARD DRAWING ES-8.
PULL BOX SIZED PER PLAN.
A-1 LETTER INDICATES ELECTRICAL PANEL AND
NUMBERS INDICATE CIRCUIT POSITIONS.
UNDERGROUND CONDUIT AND WIRES
100A, 120/240V, 3W, 1Ø SINGLE METER PEDESTAL. MYERS
MEUG16X-M100 OR APPROVED EQUAL. PER CITY OF TEMECULA STD.
#802. SEE PANEL SCHEDULE DETAIL 'A' SHEET 2
TYPE "A", 22 WATT LED, 120 VOLT. FIXTURE TO BE GENERAL
ELECTRIC EVOLVE CATALOG#:ERL1-0-03-B3-30-A-GRAY-L.
PROVIDE GE LIGHT GRID NODE # ELWM1A8UBXXXXAD. POLE
TO BE AMERON TYPE 1C123. PER CITY OF STD. #800, #801
OR LATEST STANDARD DRAWINGS.
A-7
A-5
A-5
A-7A-5
NI
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O
L
A
S
R
O
A
D
4
9
7
10
7
7
10
7
7
4
PLAN NOTES
4
7
8
FURNISH AND INSTALL BELOW GRADE UNDERGROUND #3 1/2 PULLBOX PER
CALTRANS STD. DWG. ES-8.
FURNISH AND INSTALL 2" SCH. 80 PVC-(4) XHHW-2 #8, 1#10 GND.
BURY 18" BELOW GRADE.
FURNISH AND INSTALL 2" SCH. 80 PVC-(4) XHHW-2 #8, 1#10 GND.
BURY 30" BELOW GRADE.
9 FURNISH AND INSTALL 2" SCH. 80 PVC-(2) XHHW-2 #8, 1#10 GND.
BURY 18" BELOW GRADE.
10 FURNISH AND INSTALL 2" SCH. 80 PVC-(2) XHHW-2 #8, 1#10 GND.
BURY 30" BELOW GRADE.
8
4
A-7
SHEET 4
SHEET 4
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RORIPAUGH
V
A
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KEY MAP N.T.S.
NORTH
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