HomeMy WebLinkAbout1.8-6520 Ph 2HUNSAIER
& ASSOCIATES
I R V I N E, I N C.
Three Hughes, Irvine, CA 92618t20�1t ter of Transmittal
To: City of Bakersfield Date: August 14, 2018
Public Works / Engineering Project: Aspire @ Union Village
1501 Truxtun Avenue Re: Tract No. 6520, Phase 2
Bakersfield, CA 93301 W.O. No.: 1583-53R
Attn: Louis Rodriguez
We are forwarding: ® By Messenger ❑ By Mail ❑ Your Pickup
No. Copies Description:
1 Tract No. 6520-2 Street Improvement Plan (AS -BUILT)
1 Tract No. 6520-2 Composite Utility Exhibit (Mylars)
Comments:
Should you have any questions please contact me at (949) 458-5402. Thank you
This Material Sent:
® Your Files
® At Your Request
Other
By: Ben Etemadi
Title: Project Manager
Phone No.: (949) 458-5402
Copies: Jared Aronowitz / K. Hovnanian Homes
H&A G -3a 4/14/98
® Your Review
❑ Please Call Upon Receipt
GENERAL NOTES
CONDUIT, TRENCHING, AND BACKFILL:
1. ALL DIMENSIONS AND LOCATIONS ARE ESTIMATED, APPROXIMATE AND MAY BE SUPERSEDED BY A JOINT
TRENCH DRAWING. REFER TO THE JOINT TRENCH COMPOSITE DRAWING FOR EXACT TRENCH LOCATION.
2. MAINTAIN MAXIMUM PRACTICABLE HORIZONTAL CLEARANCE BETWEEN PG&E FACILITIES
AND "WET" UTILITIES (WATER, SEWER, STORM DRAIN, ETC.). THE MIN. ALLOWABLE SEPARATION BETWEEN
PG&E FACILITIES AND ANY PARALLEL "WET" UTILITY IS 3/FEET. WITH A PRESENCE OF 1/FL OR
UNDISTURBED EARTH OR THE INSTALLATION OF A SUITABLE BARRIER. THIS MEASUREMENT IS BETWEEN THE
OUTER EDGE OF THE PG&E FACILITY AND THE OUTER EDGE OF THE
PARALLEL "WET" FACILITY, IF 3/FT. CANNOT BE MAINTAINED, A FORMAL VARIANCE MUST BE OBTAINED FROM
PG&E WORK WITH THE PG&E INSPECTOR (REFERENCE PG&E UO STANDARD S5453).
3. BOX, PAD, AND CONDUIT SIZES AND LOCATIONS SHALL CONFORM TO THE PG&E ELECTRIC CONSTRUCTION
DRAWING.
4. PROVIDE LONG CONDUIT SWEEPS WHERE INDICATED. RECOMMENDED SWEEP RADIUS (10' OF RADIUS PER
INCH OF CONDUIT DIAMETER) EXAMPLE. 4" CONDUIT = 40' RADIUS.
5. DO NOT EXCEED 300 DEGREES OF BENDS IN CONDUIT RUNS. SECONDARY CONDUIT RUNS LESS
1-HAN 200' IN LENGTH ALLOW 315 DEGREES (INCLUDING FEED LOCATION).
5, MANUFACTURED BENDS OR APPLICATION OF HEAT SHALL NOT BE USED TO OBTAIN LONG CONDUIT SWEEPS.
7, ALL CONDUITS SHALL BE PROVEN AND A POLYESTER PULLING TAPE INSTALLED.
8. MANUFACTURED BENDS ARE NOT TO BE CUT, SHORTENED, OR ALTERED IN ANY WAY.
9. IDENTIFY ENDS OF BURIED CONDUIT WITH AN ELECTRONIC MARKER AND A VERTICAL CONDUIT SCRAP
INSTALLED FROM RIGID CAP TO GROUND LEVEL.
10. CONDUITS ENTERING PRIMARY BOXES SHALL BE AT A RIGHT ANGLE TO THE WINDOW OR WALL.
11. STUB CONDUITS AT RISER POLES IN QUADRANTS AS SHOWN. AT IDENTIFIED POLE LOCATIONS, THE
TRENCHING AGENT IS TO EXCAVATE TO TRENCH DEPTH AND INSTALL A 30" DIAMETER CARDBOARD TUBE. THE
RISER CONDUIT BEND IS TO BE PLACED OUTSIDE AND ADJACENT TO THE TUBE AT THE POLE QUADRANT
INDICATED. BACKFILL AROUND AND INSIDE TUBE WITH CLEAN NATIVE FILL.
12, LS2 STREET LIGHT CONDUIT GOING TO PG&E BOXES OR PEDESTALS NOT DESIGNATED AS P.O.S. (INCLUDING
TRANSFORMERS) WILL NOT BE ACCEPTED OR CONNECTED.
3 ONLY ONE LS2 STREET LIGHT (P.O.S.) CONNECTION PER BOX OR PEDESTAL.
LAND RIGHTS AND EASEMENTS:
14. APPLICANT TO PROVIDE ADEQUATE P.U.E'S AND/OR ROW'S FOR PG&E FACILITIES. ANY ADDITIONAL REQUIRED
RIGHTS OF WAY ARE TO BE SURVEYED AND DOCUMENTED BY PG&E AT THE APPLICANT'S EXPENSE.
SAFETY AND WORKMANSHIP:
15. NOTIFY USA (811) 48 HOURS PRIOR TO DIGGING FOR UNDERGROUND LOCATING.
16. 48 HOUR NOTICE REQUIRED FOR UNDERGROUND INSPECTION.
17. MATERIALS AND WORKMANSHIP SHALL BE FIRST QUALITY IN EVERY RESPECT, PLUMB AND TRUE, AND
ACCORDING TO THE SPECIFIC REQUIREMENTS OF THE DRAWINGS AND THE ABOVE APPLICABLE NOTES AND
SPECIFICATIONS.
18. THE APPLICANT IS TO VERIFY ALL PROPOSED INSTALLATIONS, CONDITIONS & SPECIFICATIONS PRIOR TO
COMMENCING WITH ANY PORTION OF WORK. ANY DISCREPANCIES, DELETIONS OR INCONSISTENCIES ARE TO
BE REPORTED TO THE PG&E REPRESENTATIVE IMMEDIATELY. THE APPLICANT SHALL COMPLY WITH ALL
APPLICABLE SPECIFICATIONS. ANY VARIATIONS FROM PLANS OR SPECIFICATIONS RELIEVES PG&E OF ALL
RESPONSIBILITY FOR THE SUBSTRUCTURE OR DESIGN.
LEGEND:
OINDICATES SHEET NUMBER
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Three Hughes - IrvineCA 92618 - PH:(949)583-1010 - FX:(949)583-0759
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"ARM1", BOTH AS PUBLISHED ON NGS DATA
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STREFT LIGHT 121
SEWER TROM DRAIN MANHOLE 40
STORM DRAIN INLET
DATE
REVISION JAPPROVED DATE I . GA00 V PE U R.C.E. 50392 DATE Or C/,L\ Fo ASSISTANT PUIXIC WORKS DIRECTOR DATE
APPROVED BY
BLOWOFF VALVE
ELECTRICAL VAULTIHANDHOLE
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BRIGHTHOUSE CABLE PEDESTAL
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NICHOLAS FIDLER - ACTING PUBLIC WORKS DIRECTOR DATE
R. C. E. 1 61069 EXPIRES: 12131118
0
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0 20 40 80 120 60
SCALE: 1 40'
CITY OF BAKERSFIELDt CALIFORNIA
COMPOSITE UTILITY MAP
TRACT NO. 6520
PHASE 2
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MAP DATE IDENTIFIER
DATE OF LATEST CHANGE TO THIS YAP
08/14/18 BY..�
DATE X THIS PLC'
08/14/1
I
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"RECORD DRAWINGS"
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L_ 1
3
NO.
REVISION
APPROVED j
DATE
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS MAP IS THE
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5, NORTH AMERICAN DATUM 1983, AS DETERMINED
LOCALLY BY THE LINE BETWEEN NGS CORS "P567"
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W
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NICHOLAS FIDLER - ACTING PUBLIC WORKS DIRECTOR DATE
R.C.E. # 61069 EXPIRES: 12/31/18
0 20 40 80 120 160 11
SCALE: 1" = 40'
MAP DATE IDENTIFIER
DATE OF LATEST (;-IANGE TO T-15 MAP
08/14/18 BY: E?
DATE OF THIS PLOT
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