HomeMy WebLinkAboutTH2020-003951IN, P P FEw. IIIIIII—w-
W- W- W- W W (TYP)
PR BLDG
/-OVERHANG (TYP)
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EX 6" AC WATER
(APPROXIMATE LOCATION)
W—
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END 2" FIRE & DOMESTIC
SERVICE 5' FROM BLDG
REFER TO MEP FOR CONT.
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To RF LOCATED WITHIN RISER ROOM
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2" FIRE & DOMESTIC c) 0 272 REFERENCE MEP FOR DETAIL.
SERVICE TAP
0 I PR FDC
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PR 2STORY BLDG 0
PR CLEANOUT
RIM 594.00
6" INV = 589.67
I L - - - - - - J
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X
6"x6" -WTCONNECTION
X 6" INV = 589.40
X — I
8 LF 6" PVC 0 +/- 9.63%
X
593
L01
PERMIT EXPIRATION. GENERAL UTILITY NOTES:
1) EXISTING UTILITY DATA IS PROVIDED FOR INFORMATION ONLY,
ALTHOUGH THIS DATA IS SHOWN AS ACCURATELY AS POSSIBLE,
THE CONTRACTOR IS CAUTIONED THAT THE DEVELOPER AND THE
ALL CHANGES E REQUIR�' ENGINEER NEITHER ASSUMES NOR IMPLIES ANY RESPONSIBILITY FOF
APPROVAL THE ACCURACY OF THIS DATA.
2) CONTRACTOR IS TO VERIFY LOCATION AND ELEVATION OF
01 ANIq EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL ASSUME
S
RESPONSIBILITY FOR REPAIRS TO EXISTING FACILITIES DAMAGED BY
APPROVED PL-ANS SHALL BE
CONTRACTOR'S ACTIVITIES.
KEPT ON JOBSITEATALL TIMES
3) CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN
SUCH A MANNER AS TO AVOID CONFLICTS AND TO ASSURE
PROPER DEPTHS ARE ACHIEVED, CONTRACTOR SHALL ADHERE TO
THE REQUIREMENTS OF THE CITY OF GRAPEVINE AND SHALL
COORDINATE WITH THE CITY PRIOR TO CONNECTING TO EXISTING
PUBLIC UTILITIES.
4) THE CONTRACTOR SHALL, ON ALL UTILITIES, COORDINATE
INSPECTION AND TESTING WITH THE APPROPRIATE AUTHORITIES
PRIOR TO BACKIFILLING TRENCHES.
5) ALL WATER SHALL CONFORM TO APPLICABLE CITY OF
GRAPEVINE PLUMBING CODES AND TO THE CITY OF GRAPEVINE
STANDARDS AND SPECIFICATIONS.
6) CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
COMPACTION TO 95% STANDARD PROCTOR IN AREAS EXCAVATED
AT THE BUILDING FOOTINGS FOR UTILITY SERVICE ENTRIES.
7) ALL VALVES, DUCTILE IRON PIPE, CAST IRON PIPE, CAST IRON
FITTINGS, AND SPECIALS, SHALL BE POLYETHYLENE WRAPPED.
8) CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, IMPACT AND I
INSPECTION FEES, ANY CITY FEES AND LICENSES, AND ALL OTHER
COSTS INCURRED IN THE INSTALLATION OF UTILITIES.
EX BLDG
9) ALL FIRE PROTECTION MAINS AND APPURTENANCES SHALL BE
APPROVED AND PERMITTED BY THE CITY OF GRAPEVINE FIRE
DEPARTMENT.
10) HORIZONTAL BLOCKING FOR WATER LINES HAS BEEN OMITTED
FOR CLARITY, BLOCKING SHALL BE CONSTRUCTED IN ACCORDANCE
WITH CITY OF GRAPEVINE STANDARD DETAILS.
PR CLEANOUT
11) CONTRACTOR SHALL CONDUCT A PRESSURE TEST OF ALL FIRE
RIM = +/- 594.00
LINES TO THE SATISFACTION OF THE FIRE MARSHALL OF THE CITY
6" INV 590.17 EXISTING SANITARY SEWER
OF GRAPEVINE AND THE DEVELOPERS INSURANCE CARRIER.
SERVICE FOR EASTERN
(INFORMATION BASED ON
12) CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL VALVE
BUILDING PER CONTRACTOR
CONTRACTOR FIELD FFIELD
BOXES AND METER BOXES TO FINAL GRADE.
MEASUREMENTS
MEASUREMENTS)
13) TRENCH SAFETY:
IT SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION
CONTRACTOR TO PROVIDE AND MAINTAIN A VIABLE TRENCH
SAFETY SYSTEM AT TIMES DURING CONSTRUCTION ACTIVITIES
PER TEXAS HOUSE BILL 1569. THE CONTRACTOR IS DIRECTED TO
BECOME KNOWLEDGEABLE AND FAMILIAR WITH THE STANDARDS AS
SET BY THE OCCUPARONS SAFETY AND HEALTH
ADMINISTRATIONS'S (OSHA) FOR TRENCH SAFETY THAT WILL BE IN
EFFECT DURING THE PERIOD OF CONSTRUCTION OF THE PROJECT.
14) RESTRAINER GLANDS MUST BE INSTALLED ON ALL BENDS AND
98 LF ry 6" PVC 0 0.68%
FIRE HYDRANT LEADS OVER 20' IN LENGTH.
4
THE FOLLOWING CITY OF GRAPEVINE STANDARD
DETAILS ARE INCORPORATED BY REFERENCE:
REPAIR CONCRETE PER
GR 3010A
CITY OF GRAPEVINE
GR3070A
DETAIL GR3070
GR4050
GR 5020
GR 5090
GR 5021
A
GR 5120A
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MONUMENT
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APPROXIMATELY 17 FEET SOUTHEAST OF THE SOUTHWEST
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X EX SANITARY SEWER SERVICE 0 SANITARY MA
CORNER OF THE SUBJECT TRACT, AND APPROXIMATELY 9 FEET
N: 7035493.17
SOUTHWEST OF A SANITARY SEWER MANHOLE.
ELEVATION= 594.78' (NAVD '88)
X E: 2399072.75
X/N: 7035484.76
E: 2399012.14
ECT TO EX 4' MANHOLE
6" FL IN = 589.00 (NW)
0 o595.42' MONUMENT 2
7BM MAG NAIL 8" FL IN 588.60 (S) THE BENCHMARK IS A MAG NAIL SET WITHIN SHOREWOOD DRIVE,
*594.713' 8" FL IN 588.60 (W)
SHOREWODD DRIVE APPROXIMATELY 140 FEET EAST OF ITS INTERSECTION WITH HOOD
TBM MAG NAIL 8" FL OUT 588.60
0 (60' ROW) LANE.
ELEVA110N=595.42' (NAVD '88)
N: 7035488.08
E: 2399125.75
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Z C-4 10 0 10 LII f 120 05-05-2021 BENCHMARKADDED ow CII 0 00
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06-02-2021 WATER ROOM RELOCATION SHOREWOOD TOWNHOUSES
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SCALE: 1 10' 05-26-2022 SANITARY SERVICE RELOCATION Mr" MICHAELS. MOORE
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5 0 - WWI i rl UTILITY PLAN 1111-10-1 —I'll 071575 ...............
451 S Main Street, Suite 210
Fort Worth, Texas 76104
Ll Ld Knowwhdsbelow. DESIGNED BY: DFW 817.769,6279 E
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CHECKED BY: SRS HarrisKocherSmith.com
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