updated utiltiy plan_8-3-22-THEE ROAD ESTATES PH 2
LOT 1 R, BLOCK 1
VOL. 2003252, PG. 111
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BIG CEDAR ADDITION
VOL. 95226, PG. 2280
LOT 9 R
DAVID & APRIL TERRY
INST. 201000276998
TRIBUTARY G-1 (OF GRAPEVINE CREEK)
LOT 8 R
LAURA BARNETT
INST. 2002023511
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EROSION HAZARD SETBACK
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30' BLDGISETBACK
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dHO - dHO - dH0 OHP OHP -OHP - OH OHP -OHP -OHP -OHP OHP
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OVERALL
50,653 SQ. FT.
1. 163 ACRES
S89'59'26"E 270.02'
NEW BUILDING
4,000 SF
FIFE = 506.6
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DATE 0710712014
WEST BETHEL
(50' RIGHT-OF-WAY)
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PROPOSED
ADDITION
EXISTING HOME
EXISTING 1 BETHEL ROAD ESTATES
STRUCTURE LOT 1, BLOCK 1
VOL. 2000134, PG. 2875
�S FURNISH AND INSTALL 4" SANITARY
SEWER LINE TO PROPOSED BUILDING
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FURNISH AND INSTALL NEW 4"
SANITARY SEWER CLEANOUT PER CITY
STD. DETAIL 5120
S101'20"W 7.35' S89'42'02"W 130.02'
HP
HH VERIZON BOX
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S S S S S S
SD
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EXISTING 4" SEWER SERVICE TO REMAIN.
CONTRACTOR TO VERIFY EXISTING LINE IS IN GOOD
WORKING ORDER VIA VIDEO OR OTHER ACCEPTABLE MEANS.
Know what's below.
Call before you dig.
KAYE ST.
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N.T.S.
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UTILITY CONSTRUCTION NOTES
1.
CONTRACTOR SHALL OBTAIN A CONSTRUCTION DEVELOPMENT PERMIT FOR ANY WORK WITHIN THE CITY OF
COPPELL.
2.
CONTRACTOR SHALL REVIEW THE SITE MECHANICAL AND PLUMBING PLANS PRIOR TO ANY CONSTRUCTION
TO INSURE THAT THE PROPOSED UTILITIES SHOWN ON THESE PLANS ARE IN PROPER ALIGNMENT AND
DEPTH.
3.
ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS OF THE
CITY OF COPPELL.
4.
CONTRACTOR SHALL BE REQUIRED TO PROVIDE AND MAINTAIN ALL NECESSARY WARNING AND SAFETY
DEVICES (FLASHING LIGHTS, BARRICADES, SIGNS, ETC.) TO PROTECT THE PUBLIC SAFETY AND HEALTH
UNTIL THE WORK HAS BEEN COMPLETED AND ACCEPTED BY THE CITY.
5.
ALL PIPES SHALL BE KEPT FREE OF TRASH AND DIRT AT ALL TIME. AT THE END OF EACH DAY, THE
PIPE SHALL BE TEMPORARILY SEALED/CONNECTED. ALL PIPE INSTALLATION SHALL BE PERFORMED AS
RECOMMENDED PER THE PIPE MANUFACTURER. THE CONTRACTOR SHALL INSPECT THE SITE DAILY AND
KEEP THE SITE FREE OF TRASH AND CONSTRUCTION DEBRIS.
6.
THE CONTRACTOR SHALL CONTACT THE ASSIGNED INSPECTOR FOR THE OPERATION OF ALL WATER VALVES
& SCHEDULING OF SERVICES BY WATER/WASTEWATER.
7.
INSTALL WATER PIPE TO PROVIDE 12" MIN. CLEAR OF ALL PROPOSED AND EXISTING PIPING.
8.
THE CONTRACTOR SHALL MAINTAIN THE EXISTING WATER MAINS AND SERVICES IN OPERATION WHEN
INSTALLING NEW WATER MAINS. THIS SHALL INCLUDE ANY TEMPORARY CONNECTIONS, IF REQUIRED.
9.
SEWER LATERALS SHALL BE INSTALLED PER COPPELL STANDARD DETAIL 5110.
10.
THE CONSTRUCTION OF SEWER LATERALS SHALL COMMENCE AT THE LOWEST POINT OF THE SYSTEM (I.E.
AT A MANHOLE OR THE END OF AN EXISTING MAIN). THE INSTALLATION OF SEWER LATERALS SHALL
ALWAYS PROCEED UPSTREAM IN ALL LOCATIONS.
11.
ALL TRENCHES SHALL BE BACKFILLED AND REPAIRED PER CITY STANDARDS.
12.
CONTRACTOR SHALL VERIFY EXACT LOCATION AND DEPTH OF EXISTING SANITARY SEWER MAIN IN THE
FIELD PRIOR TO THE CONSTRUCTION OF THE PROPOSED SANITARY SEWER LINE TO BE CONNECTED.
CONTRACTOR SHALL NOTIFY MBW ENGINEERING IF THE DESIGN AS SHOWN IS NOT ACHIEVABLE.
13.
SANITARY SEWERLINE MINIMUM DIAMETER SHALL BE 8". SERVICE LATERALS SHALL HAVE A MINIMUM
DIAMETER OF 4".
s s 14.
SANITARY SEWER LINE INSTALLATIONS MAY BE SUBJECT TO INFILTRATION TESTING, EXALTRATION TESTING,
MANDREL TESTING AND LOW PRESSURE AIR TESTING IN ACCORDANCE WITH THE TEXAS ADMINISTRATIVE
CODE RULE 317.2. 3. ALL SANITARY SEWERLINE INSTALLATIONS SHALL HAVE A TV EXAMINATION
PERFORMED. A COPY OF SAID EXAMINATION SHALL BE PROVIDED TO THE CITY FOR REVIEW PRIOR TO
ACCEPTANCE OF THE SANITARY SEWER LINE BY THE CITY.
— — — — _ 15.
MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE WITH NCTCOG CONSTRUCTION METHOD 502.1.5.2.
16.
SANITARY SEWERLINE INSTALLATIONS THAT CROSS OR CLOSELY PARALLEL A WATERLINE SHALL BE
DESIGNED IN ACCORDANCE WITH THE TEXAS ADMINISTRATIVE CODE RULE 317.2.
17.
SANITARY SEWERLINE EMBEDMENT SHALL BE IN ACCORDANCE WITH THE CITY OF COPPELL STANDARD
CONSTRUCTION DETAIL 3050.
18.
WATER EMBEDMENT SHALL BE IN ACCORDANCE WITH THE CITY OF COPPELL STANDARD CONSTRUCTION
DETAIL 3030.
19.
ALL WATER AND WASTEWATER LINES SHALL BE SEPARATED PER TCEQ RULES AND REGULATIONS AND
SHALL CONFORM TO CHAPTER 290 — PUBLIC DRINKING WATER SUBCHAPTER D: RULES AND REGULATIONS
FOR PUBLIC WATER SYSTEMS SS290.38-290.47 AND
CHAPTER 217 — DESIGN CRITERIA FOR DOMESTIC WASTEWATER SYSTEMS SUBCHAPTER C: CONVENTIONAL
COLLECTION SYSTEMS SS217.51-217.70.
PRELIMINARY
UTILITY PLAN
C 2022
GPF
Architects
LLC
549 E. SANDY LAKE ROAD
SUITE 100
COPPELL, TEXAS 75019
TEL: (972 )824-7966
NO PART OF THIS DRAWING MAY BE
REPRODUCED, STORED IN A RETRIEVAL
SYSTEM OR TRANSMITTED IN ANY FORM OR
BY ANY MEANS, MECHANICAL, ELECTRONIC,
PHOTOCOPYING, RECORDING OR OTHERWISE
WITHOUT THE PRIOR WRITTEN PERMISSION
OF THE ARCHITECT.
CONSULTANTS
CIVIL ENGINEER
MBW ENGINEERING, LLC
4924 BOLERO COURT
FT. WORTH, TEXAS
LANDSCAPE ARCHITECT
AWR DESIGNS, LLC
P.O. BOX 1746
ALEDO, TX 76008
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REVISIONS BY
DATE
ISSUE FOR DRC
08 03 22
DRAWN
MW
CHECKED
MW
SCALE
AS SHOWN
JOB NO.
8057
SHEET
C1 001
OF SHEETS