HomeMy WebLinkAbout2363CONSTRUCTION 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. CONDUrr:
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 CONDUrr FOR THIS JOB, SEE CITY SPECIFICATIONS.
E. CAP ALL MAINLINE CONDUITS AND SERVICE CONDUITS PER CITY SPECIFICATIONS.
F. INSTALL BLANK CONDUrr 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 MA NDRELLED 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 IMMEDIATTIY 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 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, SHALT. 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 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 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 RESPONSIBILTY 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 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 1 A AA
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 SHALL 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 f&AL EXPENSE
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
STREET LIGHT PLAN
RANCHO CUCAMONGA
I�
HIL.LSI E RD
_NVILS6N AVE
a w
BONY ST
El AV
19TH S nelALIN2
a -A
30 z Cr
C FRCIH
I_
FOOTHILL BLV
32' MAX HEIGHT
VICINITY .A1rfAP
NOT TO SCALE
8' ARM
OUGH PRESSURE SODIUM
FIXTURE
LIGHT STANDARD
CONCRETE PALE
FUSE HOLDER WITH (2) 5W FUSES
CI>MTE CAP OVER ANCHOR BELTS (AT SIDEWALK GRAS)
ACCESS FEE 24 CONCRETE PULLROX AND
/r—MDEWALK (VARIES) /� COVER ADJACENT TO POLE BASE
/ r- FAMISH GRADE
12 -1/2' BOLT CIRCLE
Lit 2`
- -ANCIU BOLTS(4)
1' X 36'
\- CONDUIT & WIRE AS SHOWN
-I' GRAVEL BASE MR PUL1_BOX
CONDUIT PVC SCH 40 WITH 2/C D8
30• STREET LIGHT DETAIL
BASE PLATE
(CONTRACTOR TO CONFIRM ALL DIMENSIONS)
*PROPOSED 27,500 LUMEN (250WATT) H,P.S.V. LAMPS ON CONCRETE POLES.
I
Underground Service Alert
Call: TOLL FREE
1 -800
422 -4133
TWO WORKING DAYS BEFORE YOU DIG
SHEET INDEX
SECTION
MEET NO.
DESCRIPTION
1
TITLE SHEET
2
ARROW STREET LIGHT PLAN
WW
3
ETIWANDA STREET UGHT PLAN
V BUTS
TAA
K
UTILITY DESIGN, INC.
n-A
NO. I DESCRIPTION OF REVISION
LEGEND OF CONDUIT SYMBOLS
ELECTRIC
NO. CONDUIT REQ D. SIZE OF CONDUIT
-•�e -- - LENGTH OF TRENCH
FIBER
NO. CONDUIT REQ'D. ----:� -•�- -- -SIZE OF CONDUIT
-•e LENGTH OF TRENCH
FULL ENCASEMENT IS REQUIRED FOR
ALL ELECTRIC CONDUIT
SLURRY ENCASEMENT IS REQUIRED FOR
ALL FIBER OPTIC CONDUIT
SAMPLE OF VENDORS:
CONCRETE PRODUCTS
Precast concrete item complete with necking,cover,and
inserts may be obtained from any of the fallowing
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
BID SET 3/10/14
CITY OF RANCHO CUCAMONGA
APPROVE BY:
CITY ENGINEER
DESIGN
CB
DRAWN
W
CITY CHECKED
DATE APPROVED:
STREET LIGHT PLAN
PLAN PREPARED BY:
CITY OF RANCHO C CAMONGA
10500 CIVIC CEISITER DR
RANCHO CUCAMCNGA, CA 1730
/ / .C.E. NO
DATE - O 3` 1 0 I1 61 LE NO
DATE:.
ROE 53672
RECOMMENDED
SHEET
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Ntitil
BID SET 3/10/14
CITY OF RANCHO CUCAMONGA
ARROW ROUTE & E I IAN IAA AVENUE
STREET LIGHT PLAN
APPROVED BY: DATE:
CITY ENGINEER RCE: 53672
DESIGN PLAN PREPARED BY- RECOMMENDED
CB CITY OF RANCHO CUCAMONGA
DRAWN 10500 CIVIC CENTER DRIVE SHEET
RANCHO CUCAMONGA, CA 91730
CB 2 OF
CITY CHECKED R.C.E. NO DRAWING NO.
DATE
I APPROVED: 1 03/10/14 2363
DATE rlL.0 NO
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Ntitil
BID SET 3/10/14
CITY OF RANCHO CUCAMONGA
ARROW ROUTE & E I IAN IAA AVENUE
STREET LIGHT PLAN
APPROVED BY: DATE:
CITY ENGINEER RCE: 53672
DESIGN PLAN PREPARED BY- RECOMMENDED
CB CITY OF RANCHO CUCAMONGA
DRAWN 10500 CIVIC CENTER DRIVE SHEET
RANCHO CUCAMONGA, CA 91730
CB 2 OF
CITY CHECKED R.C.E. NO DRAWING NO.
DATE
I APPROVED: 1 03/10/14 2363
DATE rlL.0 NO
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BID SET 3/10/14
CITY OF RANCHO CUCAMONGA
ARROW ROUTE & ETIWANDA AVENUE
STREET LIGHT ! PLAN
APPROVED BY: DATE:
CITY ENGINEE MAR a� A. TEUER RCE: 53672
DESIGN PLAN PREPARED BY: RECOMMENDED
B CITY Oh RANCHO COCAMONGA
10500 CIVIC CENTER DRIVE
DRAWN RANCHO CUCAMONGA, CA 91730 SHEET
CB 3 OF 3
I CITY CHECKED / R.C.E. NO DRAWING NO.
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BID SET 3/10/14
CITY OF RANCHO CUCAMONGA
ARROW ROUTE & ETIWANDA AVENUE
STREET LIGHT ! PLAN
APPROVED BY: DATE:
CITY ENGINEE MAR a� A. TEUER RCE: 53672
DESIGN PLAN PREPARED BY: RECOMMENDED
B CITY Oh RANCHO COCAMONGA
10500 CIVIC CENTER DRIVE
DRAWN RANCHO CUCAMONGA, CA 91730 SHEET
CB 3 OF 3
I CITY CHECKED / R.C.E. NO DRAWING NO.
DATE II APPROVED: nw-rr �. '� f ��u r, Kin 2363
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BID SET 3/10/14
CITY OF RANCHO CUCAMONGA
ARROW ROUTE & ETIWANDA AVENUE
STREET LIGHT ! PLAN
APPROVED BY: DATE:
CITY ENGINEE MAR a� A. TEUER RCE: 53672
DESIGN PLAN PREPARED BY: RECOMMENDED
B CITY Oh RANCHO COCAMONGA
10500 CIVIC CENTER DRIVE
DRAWN RANCHO CUCAMONGA, CA 91730 SHEET
CB 3 OF 3
I CITY CHECKED / R.C.E. NO DRAWING NO.
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BID SET 3/10/14
CITY OF RANCHO CUCAMONGA
ARROW ROUTE & ETIWANDA AVENUE
STREET LIGHT ! PLAN
APPROVED BY: DATE:
CITY ENGINEE MAR a� A. TEUER RCE: 53672
DESIGN PLAN PREPARED BY: RECOMMENDED
B CITY Oh RANCHO COCAMONGA
10500 CIVIC CENTER DRIVE
DRAWN RANCHO CUCAMONGA, CA 91730 SHEET
CB 3 OF 3
I CITY CHECKED / R.C.E. NO DRAWING NO.
DATE II APPROVED: nw-rr �. '� f ��u r, Kin 2363