HomeMy WebLinkAbout25441.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 TERMINATING INTO VAULTS,
MANHOLES, PMH’S, SOE’S & ALL CAP LOCATIONS.
E.INSTALL PULL ROPE IN ALL 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” AND 5” IN DIAMETER
60” FOR CONDUITS 6” IN DIAMETER
B.THE MINIMUM RADIUS FOR ALL SWEEPS OF ALL MAINLINE CONDUITS IS 12’F ]6” (UNLESS
NOTED OTHERWISE).
3.EXCAVATION AND BACKFILL:
A.WORK AREA SHALL BE CLEARED AND ROUGH GRADED TO WITHIN 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 SUBSTRUCTURE 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
WITHOUT CONCRETE ENCASEMENT. NATIVE 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:
REPAVING, 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 REPAVING ACCEPTABLE TO THE MUNICIPALITY, COUNTY, OR OTHER AUTHORITY HAVING JURISDICTION 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 SHALL 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 COMPLY
WITH LOCAL 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 SERVICES 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, STORM DRAINS, AND/OR OTHER FOREIGN
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 CONDITIONS, PRIOR TO
STREET LIGHT INSTALLATION.
11.SURVEY:
SURVEYING OF STREET IMPROVEMENTS SHALL INCLUDE PROPERTY CORNERS, LOT LINES,
FINISHED GRADE, ETC., NECESSARY FOR THE INSTALLATION OF UNDERGROUND FACILITIES AND MARKERS OR
STAKES MUST BE 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 CONTRACTOR SHALL PROVIDE SUPERVISION OVER AND COORDINATION AMONG THE
VARIOUS CONTRACTORS WORKING WITHIN THE DEVELOPMENT IN ORDER TO PREVENT DAMAGE TO CITY FACILITIES.
CONTRACTOR IS RESPONSIBLE FOR THE COST OF REPAIRS, REPLACEMENT, RELOCATION, OR OTHER
CORRECTIONS TO CITY FACILITIES MADE NECESSARY BY THEIR FAILURE TO PROVIDE SUPERVISION OR TO
OTHERWISE COMPLY 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 CONCERNING DETAILS OF THEIR INSTALLATION SHOULD BE REFERRED TO THE COMPANY
CONCERNED.
14.WARRANTY:
CONTRACTOR EXPRESSLY REPRESENT AND WARRANTY THAT ALL WORK PERFORMED 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 ACCEPTANCE AND SHALL EXPIRE ONE YEAR FROM THAT DATE. CONTRACTOR AGREES TO PROMPTLY
CORRECT TO THE CITY’S SATISFACTION AND THAT OF ANY GOVERNMENTAL AGENCY HAVING JURISDICTION AND AT
CONTRACTOR’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 PERIOD. A 48 HOUR ADVANCE NOTICE OF INTENT TO START
CONSTRUCTION IS REQUIRED FROM THE CONTRACTOR TO THE CITY OF RANCHO 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.
CONSTRUCTION NOTES
APPROVED BY
CITY ENGINEER
DESIGN
DRAWN
CHECKED
DATE
R.C.E. No.
DATE:
FILE NO.
RECOMMENDED
SHEET
OF
DRAWING NO.
ARROW ROUTE
FROM ARCHIBALD AVE, TO 300' E'LY
STREET LIGHTING PLAN
CITY OF RANCHO CUCAMONGA
DESCRIPTION OF REVISION APPROVED
CITYDATE
PHONE NO. (714) 931-0912
SPB ENGINEERING, INC.
1391 WINDEMERE LANE
TUSTIN, CA. 92780
R.C.E NO. 27906
SAT PAL
J .E. GUZMAN
67514
E 22864REGISTEREDPROFESSIONA
L
E
NGI
NEERELECT R I C A LST
A
TEOF C A L IF O RNIA9/30/23MANAH.CH IS
TI
AN R
N2544-SL
ARROW ROUTEPROJECTLOCATIONFOOTHILL BLVD.
AT&SF RR
NO SCALE
VICINITY MAP TURNER AVENUEARCHIBALD AVENUEMALACHITEAVE.1 2
1
1
PB
1-1/2"C 2
43STA 1175.50
RELOCATED
LIGHT FIXTURE
PBPB
PB
PB
6
6
6
6
5
5
7
5
DEMOLITION NOTES
REFERENCE NOTES
1
1 EXISTING LIGHT POLE SHALL BE RELOCATED.
PROPOSED LOCATION FOR RELOCATED STREET LIGHT POLE ASSEMBLY.
FIELD VERIFY FINAL LOCATION WITH CITY ENGINEER PRIOR TO ROUGH-IN,
PER CITY STANDARD 410, VERIFY SCE POINT OF CONNECTION. FURNISH
AND INSTALL 3" CONDUIT ONLY TO SCE POINT OF CONNECTION.
COORDINATE WORK WITH SCE.
FURNISH AND INSTALL PVC SCHEDULE 80 CONDUIT WITH NEW WIRES TO
MATCH EXISTING. NOTE: PROVIDE 2#6 CU & 1#6 CU GND AS A MINIMUM.
FURNISH AND INSTALL PULL BOX (BROOKS NO. 5) PER CITY STANDARDS
#413, WITH LID STAMPED STREET LIGHTING. PROVIDE H/20 LOADING
BOLT-DOWN COVER.
FURNISH AND INSTALL A METERLESS PEDESTAL PER CITY STANDARD 411,
WITH LID STAMPED STREET LIGHTING PER NOTE#3 ABOVE. THE PEDESTAL
IS THE DEMARCATION POINT BETWEEN THE CITY AND SCE. THE
CONTRACTOR SHALL WORK WITH SCE TO PROVIDE POWER TO THE
PEDESTAL.
FURNISH AND INSTALL 4" CONDUIT FOR CITY FIBER OPTIC
INFRASTRUCTURE.
FURNISH AND INSTALL FIBER OPTIC PULL BOX, OLD CASTLE 2436-36
MARKED 'RCMU FIBER', PER CITY STANDARD 715.
POTHOLE AND WYE INTERCEPT EXISTING RCMU FIBER OPTIC CONDUIT
ALONG THE EAST SIDE OF ARCHIBALD AVE AND INTO NEW PULL BOX AND
NEW FIBER OPTIC INFRASTRUCTURE.
2
3
4
5
6
7
APPROVED BY
CITY ENGINEER
DESIGN
DRAWN
CHECKED
DATE
R.C.E. No.
DATE:
FILE NO.
RECOMMENDED
SHEET
OF
DRAWING NO.
ARROW ROUTE
FROM ARCHIBALD AVE, TO 300' E'LY
STREET LIGHTING PLAN
CITY OF RANCHO CUCAMONGA
DESCRIPTION OF REVISION APPROVED
CITYDATE
PHONE NO. (714) 931-0912
SPB ENGINEERING, INC.
1391 WINDEMERE LANE
TUSTIN, CA. 92780
R.C.E NO. 27906
SAT PAL
J .E. GUZMAN
67514
E 22864REGISTEREDPROFESSIONA
L
E
NGI
NEERELECT R I C A LST
A
TEOF C A L IF O RNIA9/30/23MANAH.CH IS
TI
AN R
N2 2
2544-SL
ARCHIBALD AVENUE
ARROW ROU DS 151.46TC150.96FL0.50%151.13FL151.63TC0.80%151.18TC150.60FL5.3%
3.25%
4.8%
4.5%152.34TP152.84TC152.34TP152.84TC152.70TP
153.20TC
2%
MAX.8.33%8.33%152.80
FS
153.30
FS 2%MAX.2.24%
153.20TC
152.70TP
152.10TP
152.60TC
151.40FL
151.90TC2.5%FS=152.50152.69TC
152.19TP
152.66TC
152.16FL 1%1.9%
EQUIPMENT ROOM
FS=153.00
FS=152.50PROP. CARWASH
FF=152.50
152.34TP152.84TC1%
MIN.
152.24
FL152.44FLFL152.57152.90FLPLANTERTO REMAINFL @ 1.93%151.86FL152.36TC8.33%
153.30TC
152.80TP151.26FL151.76TC1.5%
PLANTERPLANTERPLANTER
PROP. PARKINGS151.63TC151.13FL1%2%FL @ 1.5%JOIN1.0%
0.5%1.5%152.80
FS
BIKE
LANE BIKELANECITY OF RANCHO CUCAMONGATJWSAZSAZ2544-TSTRAFFIC MODIFICATION PLAN1ARROW ROUTEAND1ARCHIBALD AVENUETJW ENGINEERING, INC.Traffic Engineering &Transportation Planning Consultants9841 Irvine Center Dr., Suite 200, Irvine, CA 92618t: (949) 878-3509 f: (949) 878-3593www.tjwengineering.com