HomeMy WebLinkAbout3055-SLSHEET NO. SHEET TITLE
E1.0 GENERAL NOTES
E2.0 STREET LIGHT PLAN
E3.0 DETAILS
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
BEFORE
YOU DIG
TOLL FREE
DIAL
DAYS BEFORE
1-800-227-2600
TWO WORKING
YOU DIG
8605 SANTA MONICA BLVD STE 63454
WEST HOLLYWOOD, CA 90069
951-902-6600
www.winstoneng.com
BENCH MARK: 10089A
SET 2.5" BRASS DISK NORTHWEST CORNER OF NORTHERLY CATCH
BASIN AT THE NORTHWEST CORNER OF EAST AVENUE & BANYAN 35'±
NORTH OF THE BCR ON THE WEST SIDE OF EAST AVENUE STAMPED
"RANCHO CUCAMONGA BENCHMARK 10089A"OF
SHEET
DRAWING NO.
3055 SL
CITY
APPROVEDDATEDESCRIPTIONREV
APPROVED BY
CITY ENGINEER
DATE
RCE
CITY OF RANCHO CUCAMONGA
STREET LIGHTING PLAN
BANYAN ST & EAST AVE
RECOMMENDED
STREET LIGHT CONSTRUCTION NOTES
CITY OF RANCHO CUCAMONGA
VICINITY MAP
NTS
AT 13351 BANYAN ST, RANCHO CUCAMONGA, CA
SCOPE OF WORK
INSTALL NEW LED STREET LIGHT AT THE END OF PROPERTY LINE.
PHOTOMETRICS OF EXTERIOR LIGHTING ON BANYAN ST.
STREET LIGHT PLAN
1
AREA OF WORK
1. CONDUIT:
A. MINIMUM COVER IN STREET OR PARKWAY IS 30" BELOW GUTTER GRADE, UNLESS NOTED OTHERWISE.
B. MINIMUM COVER ON PRIVATE PROPERTY IS 30" BELOW FINISHED GRADE, UNLESS NOTED OTHERWISE.
C. CAP ALL MAINLINE CONDUITS AND SERVICE CONDUITS.
D. INSTALL BLANK CONDUIT PLUGS IN ALL CONDUITS TEMINATING INTO VAULTS, MANHOLES, PMH'S, SOE'S & ALL CAP LOCATIONS, PER CITY SPECIFICATIONS
E. INSTALL PULL ROPE IN AL CONDUIT RUNS. PULL ROPE TO BE 3/16" POLYPROPYLENE OR POLYETHYLENE ROPE, BRAIDED OR TWISTED.
F. ALL CONDUIT MUST BE MANDRELLED.
2. CONDUIT RADIUS REQUIREMENTS:
A. THE MINIMUM RADIUS FOR BENDS ARE:
36" FOR CONDUITS 3" IN DIAMETER OR SMALLER
48" FOR CONDUITS 4: ABD 5" IN DIAMETER
60" FOR CONDUITS 6" IN DIAMETER
B. THE MINIMUM RADIUS FOR ALL SWEEPS OF ALL MAINLINE CONDUITS IS 12'-6", UNLESS NOTED OTHERWISE.
3. EXCAVATION AND BACKFILL:
A. WORK AREA SHALL BE CLEARED AND ROUGH GRADED TO W ITHIN 4" OF FINAL GRADE PRIOR TO INSTALLATION OF CITY CONDUIT OR STRUCTURES.
B. ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH THE CALIFORNIA STATE CONSTRUCTION SAFETY ORDERS (WHEN APPLICABLE), CITY SPECIFICATIONS, AND ALL
GOVERNING LOCAL ORDINANCES.
C. EACH TRENCH TO BE A UNIFORM DEPTH BELOW FINAL GRADE PRIOR TO INSTALLATION OF CITY CONDUIT OR STRUCTURES.
D. BACKFILL SHALL BE PROVIDED BY THE CONTRACTOR FOR ALL EXCAVATIONS AND SHALL INCLUDE CRUSHED ROCK, CONCRETE AND/OR IMPORTED BACKFILL, WHEN
REQUIRED.
E. BACKFILL WITH A MINIMUM OF ONE SACK PER YARD SAND CEMENT SLURRY AROUND AND OVER VAULTS AND MANHOLES AND AROUND PMH'S WITHIN ONE FOOT OF
FINISHED GRADE
F. BACKFILL SHALL IMMEDIATELY FOLLOW SUBSTRUCTIRE INSTALLATION. AT NO TIME SHALL CABLE BE LEFT EXPOSED OVER 24 HOURS.
G. NO ROCKS ARE ALLOWED WITHIN 12" OF DIRECT-BURIED CABLES OR ANY CONDUIT WITHIOUT CONCRETE ENCASEMENT. NAITIVE BACKFILL DOES NOT PASS THROUGH A
1/2" SCREEN, PLACE IMPORTED SAND 3" BELOW AND 12: ABOVE CITY CABLES. AFTER THIS POINT, NO ROCKS LARGER THAN 12" IN DIAMETER ARE PERMITTED.
H. ALL BACKFILL SHALL BE COMPACTED TO MEET OR EXCEED LOCAL ORDINANCES OR OTHER REQUIREMENTS. IT SHALL BE PLACED IN A MANNER THAT WILL NOT DAMAGE
THE CONDUIT OR SUBSTRUCTURE OR ALLOW FUTURE SUBSIDENCE OF THE TRENCH OR STRUCTURES.
4. PAVING:
REPACING, WHERE REQUIRED, SHALL BE PLACED IN SUCH A MANNER THAT INTERFERENCE WITH TRAFFIC, INCLUDING PEDESTRIAN TRAFFIC, WILL BE KEPT TO A MINIMUM.
THE CONTRACTOR SHALL ESTABLISH A PROGRAM OF REPACING ACCEPTACLE TO THE MUNICIPALITY, COUNTY, OR OTHER AUTHORUTY HAVING JURISDOCTION AND
WHICH IS ACCEPTABLE TO THE CITY.
5. STRUCTURES:
A. ALL SUBSTRUCTURES SHALL BE CONSTRUCTED OR INSTALLED TO CITY SPECIFICATIONS.
B. INSTALL PROTECTION BARRIERS, WHEN REQUIRED, IN AREAS EXPOSED TO TRAFFIC, PER CITY INSPECTOR
C. ALL CONDUIT LINES AND CONCRETE FLOORED SUBSTRUCTURES SHALL BE WATER TIGHT.
D. ALL GROUNDING MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.
E. CONTRACTOR TO PROVIDE SUBSTRUCTURE ENCLOSURE WALL DETAILS TO CITY INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION.
6. RETAINING WALLS:
WHEN REQUIRED, RETAINING WALLS SHAL BE PROVIDED BY THE CONTRACTOR. WALLS ARE REQUIRED WHEREVER GRADE RISES MORE THAN 18" ABOVE THE STRUCTURE
OR 24" ABOVE THE PAD SURFACE AT A DISTANCE OF 5' FROM THE SAME, OR IN AREAS SUBJECT TO EROSION. DESIGN AND INSTALLATION MUST COMPY WITH LOCAT
BUILDING ORDINANCES. REFER TO CITY INSPECTOR FOR TYPICAL SPACE REQUIREMENTS.
7. ACCESS:
HEAVY TRUCK ACCESS SHALL BE MAINTAINED TO EQUIPMENT LOCATIONS. STRUCTURES MUST BE CLEAR OF ALL APPURTENANCES THAT WOULD OBSTRUCT THE LOADING
OR UNLOADING OF EQUIPMENT.
8. SERVICES:
A. METERS AND SERVICES SHALL COMPLY WITH CITY SERVICE REQUIREMENTS
B. WIRING MUST BE IN ACCORDANCE WITH APPLICABLE LOCAL ORDINANCES AND APPROVED BY LOCAL INSPECTION AUTHORITIES.
9. LOCATION:
A. THE LOCATION OF EXCAVATIONS AND STRUCTURES FOR THE CITY SHALL BE SHOWN ON THE WORKING DRAWING. NO DEVIATION FROM THE PLANNED LOCATIONS WILL
BE PERMITTED UNLESS APPROVED BY THE CITY INSPECTOR.
B. ACTUAL LOCATION OF OBSTRUCTIONS, STOM DRAINS, AND/OR OTHER FOREIGH UTILITIES TO BE THE RESPONSIBILITY OF THE CONTRACTOR.
10. CONTRACTOR TO VERIFY LOCATION AND WIDTHS OF ALL SIDEWALKS AND DRIVEWAYS WITH THE APPROVED STREET IMPROVEMENT PLANS, APPROVED STREET LIGHT PLANS
AND THE ACTUAL FIELD CONITIONS, PRIOR TO STREET LIGHT INSTALLATION.
11. SURVEY:
SURVEYING OF STREET IMPROVEMENTS SHALL BE PERFOMED BY THE CITY, PROPERTY CORNERS, LOT LINES, FINISHED GRADE, ETC., NECESSARY FOR THE INSTALLATION
OF UNDERGROUND FACILITIES MUST BE COMPLETED AND MARKERS OR STAKES PLACED PRIOR TO THE START OF THE INSTALLATION. IN ADDITION,CONTRACTOR
SHALL MAINTAIN THE MARKERS DURING THE INSTALLATION AND INSPECTIONS BY INSPECTION BY CITY. GRADE AND PROPERTY LINE STAKES MUST SHOW ANY OFFSET
MEASUREMENTS.
12. COORDINATION AND SUPERVISION:
THE CONTACTOR SHALL PROVIDE SUP[ERVISION OVER AND COORINATION AMONG THE VARIOUS CONTRACTORS WORKING WITHIN THE DEVELOPMENT IN ORDER TO
PREVEN DAMAGE TO CITY FACILITIES. CONTRACTOR IS RESPONSIBLE FOR THE COST OF REPAIRS, REPLACEMENT, RELOCATION, OR OTHER CORRECTIONS TO CITY
FACILITIES MADE NECESSARY BY THIER FAILURE TO PROVIDE SUPERVISION OR TO OTHERWISE COMPY WITH THESE SPECIFICATIONS.
13. OTHER UTILITY REQUIREMENTS:
THE DRAWING PREPARED FOR THIS JOB MAY ALSO COVER THE FACILITIES TO BE INSTALLED FOR OTHER UTILITY. ANY QUESTIONS CONERNING DETAILS OF THEIR
INSTALLATION SHOULD BE REFERRED TO THE COMPANY CONCERNED.
14. WARRANTY:
COPNTRACTOR EXPRESSLY REPRESENTS AND WARRANTY THAT ALL WORK PERFOMED AND ALL MATERIAL USED IN MEETING CONTRACTOR'S OBLIGATIONS, HEREIN, ARE
FREE FROM DEFECTS IN WORKMANSHIP AND ARE CONFORMITY WITH CITY REQUIREMENTS. THIS WARRANTY SHALL COMMENCE UPON RECEIPT BY CONTRACTOR OF
CITY'S FINAL ACCEPTACE AND SHALL EXPIRE ONE YEAR FROM THAT DATE. CONTTRACTOR AGREES TO PROMPTLY CORRECT TO THE CITY'S SATISFACTION AND THAT OF
ANY GOVERNMENTAL AGENCY HAVING JURSDICTION AND AT CONTRACTO'S EXPENSE ANY BREACH OF THIS WARRANTY WHICH MAY BECOME APPARENT THROUGH
INSPECTION OR OPERATION OF UNDERGROUND ELECTRIC SYSTEM BY CITY DURING THIS WARRANTY PERIOD.
15. INSPECTION:
INSPECTION IS REQUIRED DURING THE CONSTRUCTION PERIOS. A 48 HOUR ADCANCE NOTICE OF INTENT TO START CONSTRUCTION IS REQUIRED FROM THE CONTRACTOR
RO THE CITY OF RANCH CUCAMONGA. PHONE: 909-477-2740 X4080
16: AS-BUILTS:
CONTRACTOR RESPONSIBLE TO MAINTAIN AS-BUILT DRAWINGS WHICH ARE TO BE UPDATED DAILY. CONTRACTORS SHALL KEEP AND MAINTAIN TWO COPIES OF THE AS-
BUILTS. ONE SET IS FOR THE CONTRACTOR AND THE SECOND SET IS FOR THE CITY INSPECTOR.
3
A.P.N.: 0225-191-32
PARCEL 1 PM 5441
EXISTING CONCRETE SIDEWALK1 1
EXISTING CONCRETE SIDEWALK EXISTING CONCRETE SIDEWALK
EXISTING CURB AND GUTTER
10+00.00 BANYAN STREET.
10+00.00 EAST AVENUE
(1507.21 ES)
10+50 11+00 11+50 12+00 12+50
BANYAN STREET
N89°00'00"W
CL
EXISTING CURB AND GUTTER
EX. R/WEX. R/W 75.00'33.0033.0022.0020.00'16.0016.00 42.009.00'20.00'8.00'65.37
N89°24'38"E
52.63
PROPOSED
R/W
PROPOSED
RW
N89°50'00"W33.0022.0022.009.00'5 :1 T A P E R
FLOW FLOW FLOW STA 12+17.69END TAPER1504.17TC1503.50FLSTA 11+001505.46TC1504.79FLEX. R/W EX. R/W
STA 11+501504.91TC1504.24FLPROPOSED
RW
STA 11+28.43℄DWY W=16.0' STA 11+85.53℄DWY W=16.0'EXISTING
PROPERTY
LINE
EXISTING
PROPERTY
LINE
EX. R/WN00°09'22"ECLSTA 10+72.32BEGIN 8" CURB(1505.76TC)(1505.14FL)STA 11+98.051504.38TC1503.71FLSTA 12+25.22(1503.54TAC)(1503.35FL)FUTURE
CURB & GUTTER
PROPOSEDR/WEAST AVEEXISTING TRAFFIC
SIGNAL WITH LIGHT
EXISTING TRAFFIC
SIGNAL WITH LIGHT
LED STREET
LIGHT STA 12+17.69EXISTING LIGHT EXISTING LIGHT EXISTING LIGHT EXISTING LIGHT
100A
1Φ
20A
1Φ
UTILITY
SERVICE
(N) UNMETER PEDESTAL
100A, 120/240V,1Φ
3-WIRE
MAIN
GRN
BUS
UTILITY
TRANSF.
#6
UTILITY
SERVICE
GROUNDING SYSTEM
(2) 5/8" x 8' GND ROD OR
OTHER APPROVED METHOD
(N) STREET LIGHT
2#8, 1#8 GND
1 1/2" PVC40
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
BEFORE
YOU DIG
TOLL FREE
DIAL
DAYS BEFORE
1-800-227-2600
TWO WORKING
YOU DIG
8605 SANTA MONICA BLVD STE 63454
WEST HOLLYWOOD, CA 90069
951-902-6600
www.winstoneng.com
BENCH MARK: 10089A
SET 2.5" BRASS DISK NORTHWEST CORNER OF NORTHERLY CATCH
BASIN AT THE NORTHWEST CORNER OF EAST AVENUE & BANYAN 35'±
NORTH OF THE BCR ON THE WEST SIDE OF EAST AVENUE STAMPED
"RANCHO CUCAMONGA BENCHMARK 10089A"OF
SHEET
DRAWING NO.
3055 SL
CITY
APPROVEDDATEDESCRIPTIONREV
APPROVED BY
CITY ENGINEER
DATE
RCE
CITY OF RANCHO CUCAMONGA
STREET LIGHTING PLAN
BANYAN ST & EAST AVE
RECOMMENDED
FIXTURE SYMBOL DESCRIPTION VOLTAGE (V)POWER (W)
CONSTRUCTION NOTES
LIGHTING SCHEDULE
120V 39W
BANYAN ST
EAST AVE1
3
1
1 EXISTING TRAFFIC SIGNAL WITH LIGHT
3
INSTALL LED STREET LIGHT PER CITY STANDARD 410.
DEVELOPER SHALL COORDINATE POWER TO THE
PEDESTAL WITH SOUTHERN CALIFORNIA EDISON.
EATON/VERD-C016-D-U-T3
2 3
STREET LIGHT PLAN
N
2 2 2 2
2 EXISTING LIGHT
4 INSTALL UNMETERED PEDESTAL PER CITY STANDARD 411
5 INSTALL HANDHOLE PER CITY STANDARD 411
6 INSTALL 2#8, 1#8 GND, 1 1/2" PVC40
4
6
5
SCALE: 1" = 10'
7 DEVELOPER SHALL INSTALL A DARK FIBER CONDUIT
PACKAGE FRONTING THE DEVELOPMENT. TWO 4"
SCHEDULE 40 PVC CONDUITS, ALONG WITH THREE 1 1/4"
INNERDUCTS IN ONE OF THE 4" CONDUITS, PER CITY
STANDARD 145
77 55
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
BEFORE
YOU DIG
TOLL FREE
DIAL
DAYS BEFORE
1-800-227-2600
TWO WORKING
YOU DIG
8605 SANTA MONICA BLVD STE 63454
WEST HOLLYWOOD, CA 90069
951-902-6600
www.winstoneng.com
BENCH MARK: 10089A
SET 2.5" BRASS DISK NORTHWEST CORNER OF NORTHERLY CATCH
BASIN AT THE NORTHWEST CORNER OF EAST AVENUE & BANYAN 35'±
NORTH OF THE BCR ON THE WEST SIDE OF EAST AVENUE STAMPED
"RANCHO CUCAMONGA BENCHMARK 10089A"OF
SHEET
DRAWING NO.
3055 SL
CITY
APPROVEDDATEDESCRIPTIONREV
APPROVED BY
CITY ENGINEER
DATE
RCE
CITY OF RANCHO CUCAMONGA
STREET LIGHTING PLAN
BANYAN ST & EAST AVE
RECOMMENDED
EATON MODEL IS NO LONGER
MANUFACTURED.
REPLACED WITH VERB-C016-D-U-T3
3 3