Utililty PlanJ 25~x25' ~ATER
~,~/--EASE~£NT
Prop
1-8'x8' Tee
1-GV
1-8'x2' Tee
1-2' BackfYow Preventor
1-2" Irrigation Meter
1-8' Double Detector Check
DPCA:NAOE ~ UTIJUTY ESldT
THIS P'LAT)
rL 508.5C
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' ,,,~,' FL 509.35
EXIST 8"
BOUNDARY LiNE
EX~ST FiRE
HYCRANTE -,
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WARNING TO CONTRACTOR:
CALL 1-800-344-8377 OR OTHER UTILITY LOCATING
SERVICES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY.
JONES & CARTER, INC. IS NOT RESPONSIBLE FOR
KNOWING ALL EXISTING UTILITIES OR DEPICTING EXACT
LOCATIONS OF UTILITIES ON DRAWINGS.
GENERAL UqLiTY NOTE
All existing utility data Fs provided for information only.
Although this data is sho~'n as accurately as possible, the
contractor is cautioned that the o~ner and the engineer
neither assumes nor implies any responsibility for the
accuracy of this data. It shall be the contractor's
responsibility to contact the utility affected and verify
tnese locations and elevations prior to constructlon.
Coppell
r-.
LONL STAR GAS
~NC~ReNERGY SERVICES
Southa'estern Bell Telephone Co.
(972) 4-?'1-2251
(800) 517-8090
(800) 54-6-5655
(972) 2S4-- 7028
30' RCP ~
BURNS S1REET
'i ,' I I '
% i :
BENCH MARK
Bench Mark
10' DRAhNAG[ ~ UTtLJ'Df
TO BE ABANOON
(B'f THiS
/
Prop
1-8"x8' Tee
I-GV
1-8'x2' Tee
1-2' Back#ow Preventor
1-2" Domestic Water Meter
1-8' Double Detector Check Vault
1-8"~0' Bend
EX 36' RCP
EX 2~" ~02 J:? EX tS' ~CP
Prop
1-4~ DoubLe
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24' FIRE.NE
,
1-8'X6' Tee I
Hydrant J
GENERAL UTILITY NOTES
1)
Prop l
l-8"xS" fee I
l-G' GV & BoxJ
l-~7re Hydrant I
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1. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE
TRENCH SAFETY AND SHORING SYSTEMS IN ACCORDANCE WITH
O.S.H.A REGULATIONS.
2, CONTRACTOR RESPONSIBLE FOR PURCHASE OF CITY OF
COPPELL STANDARD CONSTRUCTION DETAILS.
3. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE
CiTY OF COPPELL STANDARD CONSTRUCTION DETAILS AND TO THE
STANDARD SPECiFICATiONS FOR PUBLIC WORKS CONSTRUCTION FOR
NORTH CENTRAL TEXAS, LATEST ADDITION INCLUDING ADDENDUMS.
WATER AND WASTEwATER NOTES
I
/ F-~' ~v a Bo4 1~-8~o' Bendl
-- / lX-?/re&ydra'tl --
WHERE A NEW POTABLE 'NATERLINE CROSSES A NEW,
NON-PRESSURE RATED WASTEWATER LiNE AND THE STANDARD
PIPE SEGMENT LENGTH OF THE WASTEWATER LiNE IS AT LEAST 18
FEET, ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED
OVER THE WASTEWATER LiNE SUCH THAT THE .JOINTS OF THE
WATERLINE PiPE ARE EQUIDISTANT AND AT LEAST N!NE FEET
HORIZONTALLY FROM THE CENTERL,NE OF THE WASTEWATER LINE.
THE POTABLE WATERLINE SHALL BE AT LEAST TWO FEET ABOVE
THE WASTEWATER LINE. WHENEVER POSSIBLE, THE CROSSING
SHALL BE CENTERED BETWEEN THE .JOINTS OF THE WASTEwATER
LINE, THE WASTEWATER PPE SHALL HAVE A MINIMUM PIPE
STIFFNESS OF 115 PSi AT FiVE PERCENT DEFLECTION. THE
~VASTEwATER LINE SHALL BE EMBEDDED IN CEMENT STABILIZED
SAND FOR THE TOTAL LENGTH OF ONE PiPE SEGMENT PLUS 12
INCHES BEYOND THE JOINT ON EACH END.
2)
~Prop Bend J
1-8"x90'
CONTRACTOR SHALL USE ACCEPTABLE MEANS OF TRAFFIC
CONTROL 'WREN PERFORMING 'WORK WITHIN THE PUBLIC
RIGHT-OF-WAY.
1. UNLESS NOTED OTHERWISE, MATERIAL REQUIREMENTS SHALL BE AS FOLLOWS
CAUTION-NOTICE TO CONTRACTOR
A. VVATER SERVICE LINES SHALL BE COPPER
B. 'WATER LINES SHALL BE PVC - C900 CLASS 200
C. WASTEWATER LINES SHALL BE CDR ~5 Px~C, ASTM D2665-94
2. A MASTER PLUMBER IS REQUIRED FOR iNSTALLATION OF ALL PRIVATE
SYSTEMS
3. ALL PRIVATE SEWER MATERIALS AND 'WORKMANSHIP SHALL CONFORM TO
THE 1997 UNIFORM PLUMBING CODE STANDARDS AND SPECIFICATIONS
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION
AND/OR ELEVATION OF THE EXIST!NG UTILITIES AS SHOWN ON THESE
PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND
WHERE POSSIBLE MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION
IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE
CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST
48 HOURS BEFORE ANY EXCAvATiON TO REQUEST EXACT FIELD LOCATION
OF UTILITIES. iT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
RELOCATE ALL EXiSTiNG UTILITIES ¢/HICH CONFLICT WiTH THE PROPOSED
iMPROVEMENTS SHOWN ON THE PLANS.
DETAIL "A"
1 "=20'
~'o$em en t
EXISTING
T.B.bl.
Temporary Bench Mork
0 10 20 40 80 120
SCALE: !" = 40'
p ~-
ROPOS~D
WATERLINE
FIRE HYDRANT
SANITARY SEWER
STORM
TRANSFORMER PAD
(9.s'×11')
SUBMITED FOR P&Z HEARING
SUBMITED FOR DRC REVIEW
R E '~/I Sli 0 N S
PRITCHARD ASSOCIATES
2501 STATE STREET
DALLAS, TX 75201-20~1
LOT 1R BLOCK 5-COPPELL COMMERCE
CENTER
UTILITY PLAN
ConsuJ~ing E'ngineers
3030 LBJ Freeway, State 910 Da~as, Tex~ 752~ (9~2) ~8-~80
SCALE: 1" = 40' DGN. BY: BAJ
DATE: MARCH 200,3 D'C¢N. BY: MAR
,JOB NO. D076-0'02 D~'G. NO. -
INTERIM REV1EW
Not intended for construct[on,
bidding o,r permit purposes.
Engineer: THOMAS M. STROH, P,E
P.E. Serial No.: 81145
Date: MARCH 20'05
SHEET NO.
5
OF 5