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GENERAL NOTES
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TALLIN
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15. NOTIFY USA (81 1) 48 HOURS PRIOR TO DIGGING FOR UNDERGROUND LOCATING.
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THE BASIS OF BEARINGS FOR THIS MAP IS THE
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CONDUIT, TRENCHING, AND BACKFILL:i
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PLANNING ENGINEERING SURVEYING
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'T'N89°24'09
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W AS SHOWN ON PARCEL MAP NO. 11013,
AND 51.50' FROM CENTERLINE OF
Three Hughes • Irvine, G 92518 • PH: (M) 593-1010 • FX(949)58W59
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ALL DIMENSIONS AND LOCATIONS ARE ESTIMATED, APPROXIMATE AND MAY BE SUPERSEDED BY A JOINT
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TRENCH DRAWING. REFER TO THE JOINT TRENCH COMPOSITE DRAWING FOR EXACT TRENCH LOCATION.
ASSISTANT PUBLIC WORKS DIRECTOR DATE
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SPECIFICATIONS.
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2.
MAINTAIN MAXIMUM PRACTICABLE HORIZONTAL CLEARANCE BETWEEN PG&E FACILITIES AND "WET" UTILITIES
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(WATER, SEWER, STORM DRAIN, ETC.). THE MIN. ALLOWABLE SEPARATION BETWEEN PG&E FACILITIES AND
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ANY PARALLEL "WET" UTILITY IS 3/FEET. WITH A PRESENCE OF 1/FT. OR UNDISTURBED EARTH OR THE
COMMENCING WITH ANY PORTION OF WORK. ANY DISCREPANCIES, DELETIONS OR INCONSISTENCIES ARE TO
INSTALLATION OF A SUITABLE BARRIER. THIS MEASUREMENT IS BETWEEN THE OUTER EDGE OF THE PG&E
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FACILITY AND THE OUTER EDGE OF THE PARALLEL "WET' FACILITY, IF 3/FT. CANNOT BE MAINTAINED, A
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FORMAL VARIANCE MUST BE OBTAINED FROM PG&E WORK WITH THE PG&E INSPECTOR (REFERENCE PG&E
RESPONSIBILITY FOR THE SUBSTRUCTURE OR DESIGN.
12
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.
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5.
DO NOT EXCEED 300 DEGREES OF BENDS IN CONDUIT RUNS. SECONDARY CONDUIT RUNS LESS THAN 200'
IN LENGTH ALLOW 315 DEGREES (INCLUDING FEED LOCATION).
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6.
MANUFACTURED BENDS OR APPLICATION OF HEAT SHALL NOT BE USED TO OBTAIN LONG CONDUIT SWEEPS.
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7.
ALL CONDUITS SHALL BE PROVEN AND A POLYESTER PULLING TAPE INSTALLED.
PETERSBURG
PLACE
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.
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11.
STUB CONDUITS AT RISER POLES IN QUADRANTS AS SHOWN. AT IDENTIFIED POLE LOCATIONS, THE
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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.
13.
ONLY ONE LS2 STREET LIGHT (P.O.S.) CONNECTION PER BOX OR PEDESTAL.
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LAND RIGHTS AND EASEMENTS:
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APPLICANT TO PROVIDE ADEQUATE P.U.E'S AND/OR ROW'S FOR PG&E FACILITIES. ANY ADDITIONAL REQUIRED
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RIGHTS OF WAY ARE TO BE SURVEYED AND DOCUMENTED BY PG&E AT THE APPLICANT'S EXPENSE.
SAFETY AND WORKMANSHIP:
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"RECORD DRAWINGS" CORRB1CTED APPBROVED BASIS OF BEARINGS
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PREPARED BY
TALLIN
PLACE ___----- '
15. NOTIFY USA (81 1) 48 HOURS PRIOR TO DIGGING FOR UNDERGROUND LOCATING.
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THE BASIS OF BEARINGS FOR THIS MAP IS THE
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16. 48 HOUR NOTICE REQUIRED FOR UNDERGROUND INSPECTION.
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PLANNING ENGINEERING SURVEYING
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'T'N89°24'09
„
W AS SHOWN ON PARCEL MAP NO. 11013,
AND 51.50' FROM CENTERLINE OF
Three Hughes • Irvine, G 92518 • PH: (M) 593-1010 • FX(949)58W59
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FILED IN BOOK 53, PAGE 130 OF PARCEL MAPS, N
THE OFFICE OF THE KERN COUNTY RECORDER,
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UNDE I�IRECLSUPERVISION OF
Exp. 3/31/18
17. MATERIALS AND WORKMANSHIP SHALL BE FIRST QUALITY IN EVERY RESPECT, PLUMB AND TRUE, AND
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ACCORDING TO THE SPECIFIC REQUIREMENTS OF THE DRAWINGS AND THE ABOVE APPLICABLE NOTES AND
ASSISTANT PUBLIC WORKS DIRECTOR DATE
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SPECIFICATIONS.
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18. THE APPLICANT IS TO VERIFY ALL PROPOSED INSTALLATIONS, CONDITIONS & SPECIFICATIONS PRIOR TO
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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.
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THASE, 2
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STOCKHOLM PLACE 6 /
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"RECORD DRAWINGS" CORRB1CTED APPBROVED BASIS OF BEARINGS
BENCHMARK
PREPARED BY
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EDSS 10 REVIEWED & APPROVED BY
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HUNSAKER &ASSOCIATES
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THE BASIS OF BEARINGS FOR THIS MAP IS THE
BRONZE CAP IN 9" CONCRETE
® I R V IN E N C
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CENTERLINE OF PALADINO DRIVE DRIVE BEING
PAD 14.5' N.W. OF STREET SIGN
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PLANNING ENGINEERING SURVEYING
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'T'N89°24'09
„
W AS SHOWN ON PARCEL MAP NO. 11013,
AND 51.50' FROM CENTERLINE OF
Three Hughes • Irvine, G 92518 • PH: (M) 593-1010 • FX(949)58W59
w NO. 42038 m DATE
FILED IN BOOK 53, PAGE 130 OF PARCEL MAPS, N
THE OFFICE OF THE KERN COUNTY RECORDER,
HIGHWAY 178 AND LENE PLACE.
U.S.G.S. Y-292, ELEV. 540.247
UNDE I�IRECLSUPERVISION OF
Exp. 3/31/18
CALIFORNIA.
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NO. REVISION APPROVED DATE
PHILIP D. DOWTY R. lfk. 42038 DATE
ASSISTANT PUBLIC WORKS DIRECTOR DATE
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MAP DATE IDENTIFIER
DATE OF LATEST CHANGE TO THIS MAP
09/27/16 BY: BE
DATE OF THIS PLOT
09/28/1 E
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APPROVED BY CITY OF BAKERSFIELD, CALIFORNIA
COMPOSITE UTILITY MAP
TRACT NO. 6444
NICHOLAS FIDLER — ACTING PUBLIC WORKS DIRECTOR DATE PHASE 8
R.C.E. # 61069 EXPIRES. 12/31/16
F:\0679\ENGINEERING\TR-6444-8\EXHIBITS\E
DATE:
DRAWN:
CHECKED:
SCALE:
L_ITY 1 M
4
SHEET N0.
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NO. 42038 m
Exp. 3/31/18
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REVIEWED & APPROVED BY
DATE
ASSISTANT PUBLIC WORKS DIRECTOR DATE
APPROVED BY
NICHOLAS FIDLER - ACTING PUBLIC WORKS DIRECTOR DATE
R.C.E. 1 61069 EXPIRES. 12/31/16
LEGEND
S
"RECORD DRAWINGS" CORRECTED APPROVED BASIS OF BEARINGS
BY BY
BENCHMARK
PREPARED BY
HUNSAKER & ASSOCIATES
AB
THE BASIS OF BEARINGS FOR THIS MAP IS THE BRONZE CAP IN 9" CONCRETE
CENTERLINE OF PALADINO DRIVE DRIVE BEING PAD 14.5' N.W. OF STREET SIGN
N8T24'09'W AS SHOWN ON PARCEL MAP NO. 11013, AND 51.50' FROM CENTERLINE OF
FILED IN BOOK 53, PAGE 130 OF PARCEL MAPS, N HIGHWAY 178 AND LENE PLACE.
THE OFFICE OF THE KERN COUNTY RECORDER, U.S.G.S. Y-292, ELEV. 540.247
CALIFORNIA.
REVISION APPROVED DATE
! I It V I N E I N C .
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PLANNING ENGINEERING SURVEYING
Three Hughes • Irvine, CA 92618 ' ?H:(%9)583-1010 • F)L(949)5834759
UN HE DIRECT PERVIS ON OF
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PHILIP D. DOWTY R.C.E. 2038 DATE
JOINT TRENCH
W
WATER LINE
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NO.
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NO. 42038 m
Exp. 3/31/18
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REVIEWED & APPROVED BY
DATE
ASSISTANT PUBLIC WORKS DIRECTOR DATE
APPROVED BY
NICHOLAS FIDLER - ACTING PUBLIC WORKS DIRECTOR DATE
R.C.E. 1 61069 EXPIRES. 12/31/16
LEGEND
S
SEWER LINE
SD
STORM DRAIN
E
JOINT TRENCH
W
WATER LINE
-- --■--
DRY UTILITY SLEEVE
(1-3" CONDUIT)
FIRE HYDRANT
CITY OF BAKERSFIELD, CALIFOR
COMPOSITE UTILITY MAP
TRACT N0. 6444
PHASE 8
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STREET LIGHT
SEWER MANHOLE
STORM DRAIN INLET
STORM DRAIN MANHOLE
BLOWOFF VALVE
ELECTRICAL VAULT/HANDHOLE
ELECTRIC - TRANSFORMER
BRIGHTHOUSE CABLE PEDESTAL
AT&T PHONE PEDESTAL
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30 15 0 30 60
GRAPHIC SCALE: 1"=30'
F
ATE IDENTIFIER
TEST CHANGE TO THIS MAP
/16 BY: BE
TE OF THIS PLOT
9/27/116
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IA DATE' SHEET NO. 4 �i o
DRAWN: 2
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CHECKED: OF °Lr,°
scA .E: 2 SHEETS oZQp_