HomeMy WebLinkAbout2365CONSTRUCTION NOTES
UNLESS OTHERWISE SPECIFIED ON THE WORKING DRAWING WHICH FORMS A PART OF THE SPECIFICATION, THE CONTRACTOR /DEVELOPER
SHALL FURNISH THE FOLLOWING ITEMS AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
THE ENGINEER HAS ATTEMPTED TO CORRECTLY SHOW ALL EXISTING UTILITIES AND SUBSTRUCTURES
IN THE VICINITY OF THE WORK, BUT DOES NOT GUARANTEE THERE ARE NO OTHER SUBSTRUCTURES IN THE AREA.
FAILURE OF THE ENGINEER TO SHOW ALL SUBSTRUCTURES IN THEIR CORRECT LOCATION WILL NOT BE A BASIS FOR A CLAIM FOR EXTRA WORK,
AND THE CONTRACTOR SHALL BE RESPOSIBLE FOR ALL DAMAGES TO SUBSTRUCTURES WHETHER SHOWN OR NOT.
1. CONDUIT:
A. MINIMUM COVER IN STREET OR PARKWAY IS 42" BELOW GUTTER GRADE, UNLESS NOTED OTHERWISE.
B. MINIMUM COVER ON PRIVATE PROPERTY IS 42" BELOW FINISHED GRADE, UNLESS NOTED OTHERWISE.
C. CONTRACTOR IS TO FURNISH AND INSTALL APPROVED CONDUIT TO CITY SPECIFICATIONS PER UGS- 100.1, 110 AND 120.
D. ALL CONDUIT WITHIN THE CALTRANS RIGHT -OF -WAY SHALL BE SCHEDULE 40PVC PER CALTRANS REQUIREMENTS.
E. CAP ALL MAINLINE CONDUITS AND SERVICE CONDUITS PER CITY SPECIFICATIONS.
F. INSTALL BLANK CONDUIT PLUGS IN ALL CONDUITS TERMINATING INTO VAULTS, MANHOLE'S, PMH'S, SOE'S & ALL CAP LOCATIONS,
PER CITY SPECIFICATIONS.
G. INSTALL PULL ROPE IN ALL CONDUIT RUNS. PULL ROPE TO BE 3/16" POLYPROPYLENE OR POLYETHYLENE ROPE, BRAIDED
OR TWISTED.
H. ALL CONDUIT MUST BE MANDRELLED WITH A CITY APPROVED MANDRELL
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 6" DIAMETER CONDUIT
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 WITHIN FOUR INCHES 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, PER AGENCY SPECIFICATIONS, SHALL IMMEDIATELY FOLLOW SUBSTRUCTURE INSTALLATION. AT NO TIME
SHALL CABLE BE LEFT EXPOSED OVER 24 HOURS.
G. NO ROCKS ARE ALLOWED WITHIN 12 INCHES OF DIRECT - BURIED CABLES OR ANY CONDUIT WITHOUT CONCRETE ENCASEMENT.
NATIVE BACKFILL CAPABLE OF PASSING THROUGH A ONE -HALF INCH MESH SCREEN SHALL BE CONSIDERED TO BE "ROCK FREE ".
IF EXISTING 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 THIN 12" 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 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 INCHES ABOVE THE STRUCTURE OR 24" ABOVE THE PAD SURFACE AT A DISTANCE OF 5 FEET FROM THE SAME,
OR IN AREAS SUBJECT TO EROSION. DESIGN AND INSTALLATION MUST COMPLY WITH LOCAL BUILDING ORDINANCES..
REFER TO CRY INSPECTOR FOR TYPICAL. SPACE REQUIREMENTS.
7. PERMITS:
ALL PERMITS NECESSARY FOR EXCAVATION SHALL BE PROVIDED BY THE CONTRACTOR.
s. 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.
9. 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.
10. LOCATION:
A THE LOCATION OF EXCAVATIONS AND STRUCTURES FOR CITY SHALL BE AS 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.
11. CONTRACTOR IS TO VERIFY LOCATION AND WIDTHS OF ALL SIDEWALKS AND DRIVEWAYS PRIOR TO STREET LIGHT INSTALLATION.
WITH THE APPROVED STREET IMPROVEMENT PLANS, APPROVED STREET LIGHT PLANS AND THE ACTUAL FIELD CONDITIONS.
12. SURVEY:
SURVEYING OF STREET IMPROVEMENTS SHALL BE PERFORMED BY CONTRACTOR, 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 INSPECTION BY
INSPECTION BY AGENCY. GRADE AND PROPERTY LINE STAKES MUST SHOW ANY OFFSET MEASUREMENTS.
13. 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. HE IS RESPONSIBLE FOR THE COST OF REPAIRS, RE-
PLACEMENT, RELOCATION, OR OTHER CORRECTIONS TO CITY FACILITIES MADE NECESSARY BY HIS FAILURE TO PROVIDE
SUPERVISION OR TO OTHERWISE COMPLY WITH THESE SPECIFICATIONS.
14. TELEPHONE AND OTHER UTILITY REQUIREMENTS:
THE DRAWING PREPARED FOR THIS JOB MAY ALSO COVER THE FACILITIES TO BE INSTALLED FOR THE TELEPHONE COMPANY
AND /OR OTHER UTILITY. ANY QUESTIONS CONCERNING DETAILS OF THEIR INSTALLATION SHOULD BE REFERRED TO THE COMPANY
CONCERNED.
16. WARRANTY:
CONTRACTOR EXPRESSLY REPRESENT AND WARRANT THAT ALL WORK PERFORMED AND ALL MATERIAL USED IN MEETING CONTRACTOR'S
OBLIGATIONS HEREIN ARE FREE FROM DEFECTS IN WORKMANSHIP AND ARE IN CONFORMITY WITH AGENCY
REQUIREMENTS. THIS WARRANTY SHALL COMMENCE UPON RECEIPT BY CONTRACTOR OF CITY'S FIND 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.
17. 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 X4018
1$. 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.
AIL
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GENERAL NOTES
1. UNLESS OTHERWISE NOTED, ALL WORK SHALL BE DONE IN ACCORDANCE
WITH THE STANDARD SPECIFCATIONS FOR PUBLIC WORKS CONSTRUCTION,
CURRENT EDITION WITH ALL CURRENT SUPPLEMENTS, PUBLISHED BY
BUILDING NEWS INC., LOCATED AT 1612 S. CLEMENTINE STREET, ANAHEIM CA.
AND APPROPRIATE STANDARD DRAWINGS.
2. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SKILL OBTAIN A PERMIT
FROM THE CITY OF RANCHO CUCAMONGA, OFFICE AT
909 - 477 -2740 x4018
3. ALL WORK COVERED BY THIS PLAN SHALL BE INSPECTED BY THE CITY
ENGINEER. REQUEST FOR INSPECTION SERVICE SHALL BE MADE 24 -HOURS
IN ADVANCE AT 909 - 477 -2740 x4018
4.48-HOURS PRIOR TO ANY WORK, THE CONTRACTOR SHALL CALL
THE UNDERGROUND SERVICE ALERT AT 1 (800) 422 -4133 AND OBTAIN
AN INQUIRY IDENTIFICATION NUMBER'.
5. ALL MANHOLES SHALL BE ADJUSTED TO FINISHED GRADE IN ACCORDANCE
WITH SECTION 301 -1.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION.
6. THE CONTRACTOR SHALL PROTECT AND RESTORE EXISTING UTILITIES AND
IMPROVEMENTS AS PER SECTION 5 -1, 5 -2, AND 7 -9 OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL
UTILITIES OF EVERY NATURE, WHETHER SHOWN HEREON OR NOT, TO PROTECT
THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE
OF REPAIR OR REPLACEMENT OF SAID UTILITIES DAMAGED BY OPERATIONS
IN CONNECTION WITH THE PROSECUTION OF THE WORK.
CALTRANS NOTES
ALL WORK WITHIN STATE'S RIGHT -OF -WAY SHALL BE COMPLETED IN
ACCORDANCE WITH 2012 CALIFORNIA MUTCD, 2010 CALTRANS STANDARD
PLANS, STANDARD SPECIFICATIONS, STANDARD SPECIAL PROVISIONS,
ENCROACHMENT PERMITS MANUAL, HIGHWAY DESIGN MANUAL. SHOULD A
CONFLICT ARISE BETWEEN THE CONTRACT PLANS, SPECIFICATIONS AND/ OR
DETAILS PREPARED BY THE PERMITTEE, THE CALTRANS STANDARD
PLANS. STANDARD SPECIFICATIONS AND STANDARD SPECIAL
PROVISIONS SHALL GOVERN AS DETERMINED BY THE CALTRANS
REPRESENTATIVE.
WHERE DAMAGE IS CAUSED BY THE CONTRACTOR'S OPERATION. THE
CONTRACTOR SHALL, AT HIS OWN EXPENSE, REPAIR OR REPLACE
D GIRDOSEV SPECIFICATIONS
AND/OR AS DIRECTED THE STATE REPRESENT TIE.
ELECTRICAL CONDUIT SHALL CONFORM TO CALIFORNIA PUBLIC UTILITIES CODE
(CPUC) GENERAL. ORDER.
THE INSTALLATION BY THE MERM OF OPEN TRENCH WITHIN CALTRANS RIGHT--OF-WAY
SHNL WMPLY WITH TRENCH DEWL (iR -0153) OF THE ENCROACHMENT PERMIT MANI 4L
AS ATTACHED..
TRENCHING, BACKFILIING, AND PAVING OPERAITON5 WITHIN CALTRANS RIGHT-,OF -WAY
SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS. THE SPECIFICATIONS
FOR CONTROLLED LOW STRENGTH MATERIAL (CSLM) IS SHOWN IN APPENDIX
H AS ATTACHED.
UPON COMPLETION OF THE WORK, THE AS-BUILT RAMS OF THE INSTALLED 2 -5"
ELECTRICAL CONDUITS UNDER 1-15 FREEWAY SHALL BE SUBMITTED.
RANCHO CUCAMONGA
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ELECTRIC
No CONDLOT REa'D. -DAZE of CONDUIT
--a - -LENGTH OF TRENCH
FULL ENCASEMENT IS REQUIRED FOR
ALL ELECTRIC CONDUIT
SAMPLE OF VENDORS:
CONCRETE PRODUCTS
Precast concrete item complete with necking,cover,and
inserts may be obtained from any of the following
approved manufacturers.
JENSEN PRECAST
14221 San Bernardino Ave., Fontana, Calif. 92335
Phone: (909) 350 -4111
UTILITY VAULT CO.
10650 Hemlock Ave., Fontana, Calif. 92335
Phone: (909) 350 -2675
(909) 428 -3700
CALTRANS PERMIT #08- 13 -N -UT -1020
BID SET 3/10/14
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NO, I DESCRIPTION OF REVISION
APPROVED BY:
CITY ENGINEER
DESIGN
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CITY CHECKED
DATE APPROVED: I
DATE:
RCE: 24953
PLAN PREPARED BY: RECOMMENDED
CITY OF RANCHO CUCAMONGA
10500 CIVIC CENTER DRIVE SHEET
RANCHO CUCAMONGA, CA 91730
5 OF 5
R.C.E. NO DRAWING NO.
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(FOR 2 OR
TRENCH AND REPAIR PAVEMENT
PER CITY STANDARD 120
DUCT SPACING SYSTEM
CARLON SNAP —LOC OR
APPROVED EQUAL
.A.B. (PER CITY STANDARDS)
.2 SACK CEMENT ENCASEMENT
TYPICAL RCMU ELECTRIC ONLY TRENCH
NO SCALE
NORTH
R/W
SOUTH
R/W
TYPICAL STREET SECTION
ARROW ROUTE
N . 1 . S.
NORTH
R/W
SOUTH
R/W
T YPICAL STREET SECTION
ARROW ROUTE
(WITHIN THE CALTRANS ROW)
N. T. S.
POLYMER CONCRETE PAD
FOR SURFACE - MOUNTED TRANSFORMERS,
48''x 54"
PAD P -4 APPROXIMATE
3' MIN WORKING WEIGHT -125 LB
C 3' MIN Wl]RKING
CLEARANCE FROM
EDGE 13F PAD HOLD -DOWN BRACKET CLEARANCE FROM
(NON -DOR SIDE) (SEE NOTE 2.) EDGE OF PAD
(NON -DOR SIDE)
6' 54'
CABLE
PLACEMENT 18'
(SEE FIG. 1
AND FIG. 2) 6'
7'
11' 26'
48'
8' MIN WORKING CLEARANCE FROM EDGE OF PAD (DOOR SIDE)
4' 2, PLAN VIEW SEC. CABLE
GROUP AREA r..-
FINAL GRADE,
,
PLACE PAD ON 6' OF 3/4' CRUSHED RUCK
(SEE NOTE 3, 5, AND 6.) PRI. CABLES------- 6'
END VIEW MINI- PADMOUNT (SEE NOTE 1 AND 7.)
(FRONT) FIGURE 1
PRI, 2'
CABLES ,.� �`��; +--- SEC.
-` N` CAB_ES s . ,� FINAL GRADE
a �°
PA g44
STANDARD PADM4UNT /PME -2 (SEE NOTE 1.) INVERTED 17'x30'xl5'
FIGURE 2 PLASTIC HANDLOE
6' OF CRUSHED RUCK (3/4' (M /C 655 - 48000)
(SEE NOTE 3 AND 5.) CONDUITS PER
6' CRUSHED RC�K FIGURE 1 (TYP.)
FIGURE 3
(END VIEW W /INVERTED HANDHOLE)
LO MANUFACTWUM WTESt
1. Pad wilt be manufactured in accordance with SCE specification PCTP -9 -94 polymer
Concrete transformer and Equipment Pads' and meet all requirements for Pad 4.
2. Hold -down brackets to be P -3200 series unistrut (or equal)
24 INSTAU ATM WTESE
1. Primary and secondary cables for min- pad - mounted transformers should be placed
Into the clear opening areas as shown In Figure b other transformers use Figure2. The work
order drawings will identify which case Is required.
2. For ground rod Installation see AC 701.
3. Subgrade soil below crushed gravel Is to be mechanically compacted to 85 percent relative
compaction unless higher Is required by construction permit. Contractor Is responsible for
for maintaining proper conduit location after grading.
4. Pad to be placed to proper grade relative to finished curb or other reference elevation and
level to within 1/4 inch.
5. An Inverted handhole, as shown In figure 3, shalt be Installed.
6. In known rodent problem areas, place Redl -Crete or liquid asphatt emulsion on the crushed
rock around conduits In the cable opening. Install two 1 -Inch diameter PVC pipes through
crushed rock as drains before placing Redl -Crete and protect against becoming clogged.
7. For conduit Installation using Figure 1, a template should be used to locate conduit or CIC.
8. Service conduits shalt be seated or plugged when the transformer Is Located above a
customer's meter panel, per G.O. 128, Rule 31.6.
9. Riser bends shall be schedule 40 PVC minimum on the primary side.
7/16" x 1' -10" x 5' -1" Protective
Barrier Pa - - '
5' -1" x 5' -1" Openii
Top Sectio
1/2"0 Grounding Inser
3 Ea. End W,
6 Toi
7/8 -0 Pull
2 Ea. End
8
Top and B(
Base
Approximate Weights
Top - 10200 Lbs
Base -12100 Lbs
5'x14' -6 "x7' PM E
/-Steel Closure Plate
14 x 10" x 1/4
SCALE:1 /4" = 1' -0"
5'41 x 14' -6" x 7' -0"
Cover With
ne and Gasket
106 Traffic
failoble
ig Pin
.or Manhole Opening
5 "0 Terminators
12 Ea. End Wall
Z4 Total
Overall Outside Dimensions
6' -3 1/2"W x 11' -7 "L x 8' -OOH
Overall Inside Dimensions
5' -0"W x 10' -61 x 7' -0 "H
VAULT
5' -0" X 10#-6" x 7' -009
4' x 5' x 8" Concrete Cover
Use Felt Between Cover
4' x 5' x 12" Neck Ring
Optional Risers Are Available
and Are Positioned Between
The Vault and The Neck Ring
2 Ton Swiftiif
2 Ea. Side We
4 Tot
4 Ton 5wiftlifts
4 Total
Top Section
1/2"0 Grounding Inserts
3 Ea. End Wall
6 Total
4' -O"
7/8 "0 Pull Iron
2 Ea. End Wall
Top and Base
8 Total
Base Section
Approximate Weights
Top - 11500 Lbs
Base -- 12100 Lbs
5' -10"
SCALE:1 /4" = 1' -0"
dentification Spot
Traffic Cover and Frame
AFCO A1106 or Equal
5 "0 Terminators
4 Ea. End Wall
8 Total
--- 1 O"o Vent
1 Ea. End wan
2 Total
1/2-0 i -5000 Plastic Inserts
8 Ea. Side Wall
16 Total
5 "0 Terminators
12 Ea. End Wall
24 Total
Overall Outside Dimensions
6' -1 "W x 11' -7L x 8' -6 3/4 "H
Overall Inside Dimensions
5' -O "W x 10' -6 "L x 7' -O "H
BID SET 3/10/14',
CONSTRUCTION NOTES
UNLESS OTHERWISE SPECIFIED ON THE WORKING DRAWING WHICH FORMS A PART OF THE SPECIFICATION, THE CONTRACTOR /DEVELOPER
SHALL FURNISH THE FOLLOWING ITEMS AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
THE ENGINEER HAS ATTEMPTED TO CORRECTLY SHOW ALL EXISTING UTILITIES AND SUBSTRUCTURES
IN THE VICINITY OF THE WORK, BUT DOES NOT GUARANTEE THERE ARE NO OTHER SUBSTRUCTURES IN THE AREA.
FAILURE OF THE ENGINEER TO SHOW ALL SUBSTRUCTURES IN THEIR CORRECT LOCATION WILL NOT BE A BASIS FOR A CLAIM FOR EXTRA WORK,
AND THE CONTRACTOR SHALL BE RESPOSIBLE FOR ALL DAMAGES TO SUBSTRUCTURES WHETHER SHOWN OR NOT.
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. CONTRACTOR IS TO FURNISH AND INSTALL APPROVED CONDUIT TO CITY SPECIFICATIONS PER UGS- 100.1, 110 AND 120.
D. FOR THE TYPE OF CONDUIT FOR THIS JOB. SEE CITY SPECIFICATIONS.
E. CAP ALL MAINLINE CONDUITS AND SERVICE CONDUITS PER CITY SPECIFICATIONS.
F. INSTALL BLANK CONDUIT PLUGS IN ALL CONDUITS TERMINATING INTO VAULTS, MANHOLE'S, PMH'S, SOE'S & ALL CAP LOCATIONS,
PER CITY SPECIFICATIONS.
G. INSTALL PULL ROPE IN ALL CONDUIT RUNS. PULL ROPE TO BE 311V POLYPROPYLENE OR POLYETHYLENE ROPE, BRAIDED
OR TWISTED.
H. ALL CONDUIT MUST BE MANDRELLED WITH A CITY APPROVED MANDRELL.
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 6" DIAMETER CONDUIT
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 WITHIN FOUR INCHES 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, PER AGENCY SPECIFICATIONS, SHILL IMMEDIATELY FOLLOW SUBSTRUCTURE INSTALLATION. AT NO TIME
SHALL CABLE BE LEFT EXPOSED OVER 24 HOURS.
G. NO ROCKS ARE ALLOWED WITHIN 12 INCHES OF DIRECT- BURIED CABLES OR ANY CONDUIT WITHOUT CONCRETE ENCASEMENT.
NATIVE BACKFILL CAPABLE OF PASSIM THROUGH A ONE -HALF INCH MESH SCREEN SHALL BE CONSIDERED TO BE "ROCK FREE".
IF EXISTING 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" 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 CITY.
5. STRUCTURES:
A. ALL SUBSTRUCTURES SHALL BE CONSTRUCTED OR INSTALLED TO CRY SPECIFICATIONS.
B. INSTALL PROTECTION BARRIERS WHEN REQUIRED IN AREAS EXPOSED TO TRAFFIC, PL=R 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 INCHES ABOVE THE STRUCTURE OR 24" ABOVE THE PAD SURFACE AT A DISTANCE OF 5 FEET 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. PERMITS:
ALL PERMITS NECESSARY FOR EXCAVATION SHALL BE PROVIDED BY THE CONTRACTOR.
8. 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.
9. SERVICES;
A. METERS AND SERVICES SHAH COMPLY WITH CITY SERVICES REQUIREMENTS.
B. WIRING MUST BE IN ACCORDANCE WITH APPLICABLE LOCAL ORDINANCES AND APPROVED BY LOCAL INSPECTION AUTHORITIES.
10. LOCATION:
A. THE LOCATION OF EXCAVATIONS AND STRUCTURES FOR CITY SHALL BE AS 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.
11. CONTRACTOR IS TO VERIFY LOCATION AND WIDTHS OF ALL SIDEWALKS AND DRIVEWAYS PRIOR TO STREET LIGHT INSTALLATION.
WITH THE APPROVED STREET IMPROVEMENT PLANS, APPROVED STREET LIGHT PLANS AND THE ACTUAL FIELD CONDITIONS.
12. SURVEY:
SURVEYING OF STREET IMPROVEMENTS SHALL BE PERFORMED BY CONTRACTOR, 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 INSPECTION BY
INSPECTION BY AGENCY. GRADE AND PROPERTY LINE STAKES MUST SHOW ANY OFFSET MEASUREMENTS,
13. 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. HE IS RESPONSIBLE FOR THE COST OF REPAIRS, RE-
PLACEMENT, RELOCATION. OR OTHER CORRECTIONS TO CITY FACILITIES MADE NECESSARY BY HIS FAILURE TO PROVIDE
SUPERVISION OR TO OTHERWISE COMPLY WITH THESE SPECIFICATIONS.
14. TELEPHONE AND OTHER UTILITY REQUIREMENTS:
THE DRAWING PREPARED FOR THIS JOB MAY ALSO COVER THE FACILITIES TO BE INSTALLED FOR TIME TELEPHONE COMPANY
AND /OR OTHER UTILITY. ANY QUESTIONS CONCERNING DETAILS OF THEIR INSTALLATION SHOULD BE REFERRED TO THE COMPANY
CONCERNED,
16. WARRANTY:
CONTRACTOR EXPRESSLY REPRESENT AND WARRANT THAT ALL WORK PERFORMED AND ALL MATERIAL USED IN MEETING CONTRACTOR'S
OBLIGATIONS HEREIN ARE FREE FROM DEFECTS IN WORKMANSHIP AND ARE IN CONFORMITY WITH AGENCY
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.
17. 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 X4018
18. 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.
1 0
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GENERAL NOTES
1. UNLESS OTHERWISE NOTED, ALL WORK SHALL BE DONE IN ACCORDANCE�
WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,
CURRENT EDITION WITH ALL CURRENT SUPPLEMENTS, PUBLISHED BY
BUILDING NEWS INC., LOCATED AT 1612 S. CLEMENTINE STREET, ANAHEIM CA.
AND APPROPRIATE STANDARD DRAWINGS.
2. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHAD. OBTAIN A PERMIT
FROM THE CITY OF RANCHO CUCAMONGA, OFFICE AT
909 -477 -2740 x4018
3. ALL WORK COVERED BY THIS PLAN SHALL BE INSPECTED BY THE CITY
ENGINEER. REQUEST FOR INSPECTION SERVICE SHALL BE MADE 24 -HOURS
IN ADVANCE AT 909 -477 -2740 x4018
4. 48- HOURS PRIOR TO ANY WORK, TH CONTRACTOR SHALL CALL
THE UNDERGROUND SERVICE ALERT AT 1 800} 422 -4133 AND OBTAIN
AN INQUIRY IDENTIFICATION NUMBER.
5. ALL MANHOLES SHALL BE ADJUSTED TO FINISHED GRADE IN ACCORDANCE
WITH SECTION 301 -1.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION.
6. THE CONTRACTOR SHALL PROTECT AND RESTORE EXISTING UTILITIES AND
IMPROVEMENTS AS PER SECTION 5 -1, 5 -2 AND 7 -9 OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CdliS UCTTON.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EVERY UTILITIES NATURE, FA OR O PROTECT
THEM
iM DAMAGE. OR SHALL BF THE l& AL EXPENEE
OF REPAIR OR REPLACEMENT OF SAID UTILITIES DAMAGED BY OPERATIONS
IN CONNECTION WITH THE PROSECUTION OF THE WORK.
UTILITY OWNERS:
CITY OF RANCHO CUCAMONGA
10500 CIVIC CENTER DR
RANCHO CUCAMONGA, CA 91729
909 - 477 -2740 x4018
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RCE 0323
RCE 0324
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RCE 0317
5'X10'6'X7'
6 -600A ELBOW
3 - #1000 710'
RCE 0318
5'XIO'6'X7'
6-600A ELBOW
'ROJECT SITE
VI CINIT Y MAP
NOT TO SCALE ,
3 -5' STUB
FOR FUTURE
ROUTE
3 - #2000 1013'
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FOR FUTURE FOR FUTURE
SHEET INDEX
SECTION
MEET NO,
DESCRIPTION
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2
TYPICAL STREET SECTIONS
TYPICAL TRENCH DETAILS
W
3...5
ARROW ROUTE
RCMU ELECTRIC SUBSTRUCTURE DESIGN
RCE 0323
RCE 0324
LEGEND OF CONDUIT SYMBOLS
ELECTRIC
NO. CONDUfT REOD. SIZE OF CONDUIT
•�- — LENGTH OF TRENCH
FULL ENCASEMENT IS REQUIRED FOR
ALL ELECTRIC CONDUIT
SAMPLE OF VENDORS:
CONCRETE PRODUCTS
Precast concrete Item complete with necking,cover.and
inserts may be obtained from any of the following
approved manufacturers.
JENSEN PRECAST
14221 Son Bernardino Ave., Fontana, Calif. 92335
Phone: (909) 350 -4111
UTILITY VAULT CO.
10650 Hemlock Ave., Fontana, Calif. 92335
Phone: (909) 350 -2675
(909) 428 -3700
BID SET 3/10/14
RCE 0323
RCE 0324
5'X10161X7'
5'X10'6'X7'
6 -600A ELBOW
6-600A ELBOW
I
3 - #1000 1235'
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3 -#1000 1116'
RCE 0327
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5'X10'6'X7'
FOR FUTURE
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2 -5' STUB
FOR FUTURE
a W N
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3 -#1000 2
RCE 0321
RCE 0325
5'X10'6'X7'
5'X10'6'X7'
5 -600A ECELBOW
6-600A EELL BOW
LEGEND OF CONDUIT SYMBOLS
ELECTRIC
NO. CONDUfT REOD. SIZE OF CONDUIT
•�- — LENGTH OF TRENCH
FULL ENCASEMENT IS REQUIRED FOR
ALL ELECTRIC CONDUIT
SAMPLE OF VENDORS:
CONCRETE PRODUCTS
Precast concrete Item complete with necking,cover.and
inserts may be obtained from any of the following
approved manufacturers.
JENSEN PRECAST
14221 Son Bernardino Ave., Fontana, Calif. 92335
Phone: (909) 350 -4111
UTILITY VAULT CO.
10650 Hemlock Ave., Fontana, Calif. 92335
Phone: (909) 350 -2675
(909) 428 -3700
BID SET 3/10/14
VAULT TO VAULT
REFERENCE ONLY
(INSTALL ON PHASE 2)
RCE 0318
REFERENCE ONLY INSTAAL,L ON SASE 2)
4- OF STREET
TYPICAL STREET SECTION
ARROW ROUTE
WITHIN CALTRANS RIGHT --OF --WAY
N.T.S.
0
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TYPICAL STREET SECTION
ARROW ROUTE
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SCALE 1 "= 40'
s
RCE 0319
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REFERENCE ONLY (INSTALL ON PHASE 2)
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GRAPHIC SCALE
0 20 40 80
(
IN SET )
1 inch = 40 ft.
CALTRANS PERMIT #08- 13 -N -UT -1020
BID SET 3/10/14
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RCE 0318
REFERENCE ONLY INSTAAL,L ON SASE 2)
4- OF STREET
TYPICAL STREET SECTION
ARROW ROUTE
WITHIN CALTRANS RIGHT --OF --WAY
N.T.S.
0
. SCE MANHOLE
e�
OF STREET
TYPICAL STREET SECTION
ARROW ROUTE
N.T.S.
d
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SCALE 1 "= 40'
s
RCE 0319
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REFERENCE ONLY (INSTALL ON PHASE 2)
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N
GRAPHIC SCALE
0 20 40 80
(
IN SET )
1 inch = 40 ft.
CALTRANS PERMIT #08- 13 -N -UT -1020
BID SET 3/10/14