HomeMy WebLinkAbout2702-1H U N T E R 7 S R I D G E
7'R E C 0 R D D R A W I N G S
GENERAL NOTES:
ELECTRICAL, TELEPHONE AND CABLE TV
1. ALL CONDUIT SHALL BE CONSTRUCTED/INSTALLED PER THE RESPECTIVE REQUIREMENTS
OF THE PURVEYOR'S STANDARD SPECIFICATIONS AND STANDARD DRAWINGS AND DETAILS
WHICH ARE PART OF THESE PLANS AND SPECIFICATIONS.
2. TRENCHING, BACKFILL AND COMPACTION SHALL BE PER "GREENBOOK STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," LATEST EDITION.
3. IN SOME INSTANCES, CONDUITS MUST BE INSTALLED BELOW EXISTING STORM DRAIN
AND/OR WATER FACILITIES. ALL OF THE CROSSINGS BELOW SAID EXISTING FACILITIES
SHALL BE BACKFILLED WITH A 2—SACK PORTLAND CEMENT SAND SLURRY MIX.
4. ALL 1.5" STREET LIGHT CONDUITS SHALL INCLUDE THE CONDUIT RISER BEND AS SHOWN
ON UGS 175.
5. THE CONTRACTOR SHALL IDENTIFY/MONUMENT THE LOCATION OF THE ENDS OF ALL CONDUITS
BY PLACING SURPLUS PIPE MATERIAL, WOOD POSTS OR OTHER MEANS ACCEPTABLE
TO THE ENGINEER, FROM THE CONDUIT TO THE FINISH GRADE.
6. MATERIAL FOR THE CABLE TV CONDUIT SHALL BE PROVIDED BY THE PURVEYOR. THE
CONTRACTOR SHALL ARRANGE FOR ITS DELIVERY AND STORAGE.
TRAFFIC SIGNALS
1. TRAFFIC SIGNAL CONDUIT AND PULL BOX CONSTRUCTION SHALL CONFORM TO STATE OF
CALIFORNIA STANDARD SPECIFICATIONS (SECTION 86) AND STANDARD PLANS, LATEST
EDITION.
IRRIGATION
1. IRRIGATION SLEEVES SHALL BE P.V.C., SCHEDULE 40, DIAMETER PER PLAN.
2. TRENCHING, BACKFILL AND COMPACTION SHALL BE PER "GREENBOOK STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," LATEST EDITION.
3. ALL JOINTS SHALL BE MADE WITH SOLVENT CEMENT IN ACCORDANCE WITH MANUFACTURER
RECOMMENDATIONS. A WATER—TIGHT SEAL IS REQUIRED AT ALL JOINTS.
4. A 0.25" DIAMETER POLYPROPYLENE PULL ROPE, WITH MINIMUM BREAKING STRENGTH OF 1,100 LBS.,
SHALL BE LEFT IN EACH SLEEVE. EACH SLEEVE SHALL BE CAPPED WITH THE PULL ROPE
SECURELY ATTACHED.
5. MINIMUM CONDUIT COVER IS 24" BELOW STREET FLOWLINE GRADE.
MAXIMUM CONDUIT COVER IS 36" BELOW STREET FLOWLINE GRADE.
6. MULTIPLE SLEEVES WITHIN THE SAME TRENCH SHALL BE LAID SIDE BY SIDE.
7. CONDUIT BEDDING, BACKFILL AND COMPACTION SHALL COMPLY WITH THE "STANDARD
SPECIFICATIONS".
8. THE CONTRACTOR SHALL IDENTIFY/MONUMENT THE LOCATION OF THE ENDS OF ALL CONDUITS
BY PLACING SURPLUS PIPE MATERIAL, WOOD POSTS OR OTHER MEANS ACCEPTABLE
TO THE ENGINEER, FROM THE CONDUIT TO THE FINISH GRADE.
BENCHMARK: ELEV. 1313.04
FWE 43 — RAILROAD SPIKE IN E.P. BY
PP#1536663E S'LY. SIDE OF BASELINE
220' E'LY. OF CHERRY AVE.
Underground Service Alert
BEFoCm y°G Call: TOLL FREE
1-800
422-4133
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QROAESS115,1!
No.35275
* Exp.9/30/99
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INDEX MAP
SCALE: 1" =200'
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PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
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SUMMIT AVENUE
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VICINITY MAP
N.T.S.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND', THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE
OWNER OR THE ENGINEER.
UNDERGROUND UTILITIES & STRUCTURES
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO
PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION
OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES:
"CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE
RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF
THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND
MUST BE APPROVED BY THE PREPARER OF THESE PLANS."
LEGEND OF SYMBOLS;
R= RADIUS EQUALS TV OR CATV
CABLE TELEVISION CONDUIT
P.U.E. PUBLIC UTILITY EASEMENT TEL.
TELEPHONE CONDUIT
ST. LT. STREET LIGHT C/L
STREET CENTERLINE
ELEC. OR --E ELECTRICAL CONDUIT TRAF. SIG.
TRAFFIC SIGNAL CONDUIT
TYP. TYPICAL GAS
GAS LINE
S SEWER LINE PP
POWER POLE
W WATER LINE
SD STORM DRAIN
CIT'( COM S R8 "
The .P Consulting Group
6 Morgan, Suite 100
Irvine, California 92618
(714)587-3012 FAX (714)472-3176
PREPARED UN R THE SUPERVISION OF:
REVISIONS RRAIDATE CITY
RnvATHOMAS A. PETERSEN R.C.E. 35275
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY "RECORD DRAWINGS' SCALE:
sew UNDERGROUND UTILITY PLAN
DESIGNED BY TRACT NO. 13750, PHASE IA NONE
CHECKED BY TITLE SHEET DATE: o
SES HUNTER'S RIDGE 06/06/97 °',
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JOB N0.G����lp DR N0. SHT. N0. 00
APPROVED s?,702� "'
DATE: tl,T� CIN ENGINEER R.C.E.yriu � OF 9 0
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