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9 RED HAWK ADDITION_
Instrument No. 201100246745 I
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iWl ADDITION
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----- INSTALL
b 1-4 FIRE DEPT. N
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14FIRE HYDRANT
INSTALL �
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WATER SERVICE I -p 5 8" wa.z_... �-- •
1-1 IRRIGATION
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PROPOSED CONCRETE PAVEMENT
24' FIRELANE EASEMENT
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AX Lake Rd.
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SCALE: 1 "=20'
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20 40
LEGEND
FIR
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Utility Easement
GR
Gas Riser
SCALE
Street Name Change
A
DRAINAGE AREA
K&A
AREA IN ACRES
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DRAINAGE DIVIDE
08528
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PROP.
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Bethel
AX Lake Rd.
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VICINITY MAP
NTS
NZES—�
SCALE: 1 "=20'
0 10
20 40
LEGEND
FIR
Found Iron Rod
UE
Utility Easement
GR
Gas Riser
SCALE
Street Name Change
A
DRAINAGE AREA
K&A
AREA IN ACRES
r:g. IM
DRAINAGE DIVIDE
BM#1fi
Aluminum marker set in the center of an inlet
on the north side of Bethel School Road.,
approximately 104' (feet) west of Hunter Ridge Circle.
Elevation 511.13
M 1
Square cut On top of curb, center of a 5'
RCI ® N.W. corner, intersection of Denton Tap
and Bethel School Road.
Elevation 509.89
1 1 [ ! [ s
GENERAL NOTES - WATER AND SANITARY SEWER
1. All materials and workmanship -shall beerformed in accordance with the
P current City of
Coppell Standard Construction Details and the Standard Specifications for Public Works
Construction for North Central Texas (NCTCOG), latest edition and any special provisions as
approved by the City of Coppell.
2. All excess suitable trench material shall be spread on the property and compacted in maximum
eight inch loose lifts to a minimum of 95 percent of the maximum Standard Proctor Density,
ASTM D-698 at 0% to 4% above optimum moisture at locations to be determined by the
Engineer.
3. All water lines shall be a minimum of 8 inch unplasticized polyvinyl chloride (PVC) water pipe
meeting the requirements for AWWA Standard C900. Embedment shall be Class D as shown
on the City of Coppell Standard Construction Details. All water services lines shall be 1 inch
(unless otherwise noted) Type K copper and Contractor shall install meter box per City
requirements and specifications after pavement has been completed.
4. All sanitary sewer lines shall be a minimum of 8 inch PVC (SDR -35) sewer pipe. Embedment
shall be Class D as shown on the City of Coppell Standard Construction Details. All sanitary
sewer services shall be a minimum of 4 inch.
5. Contractor to locate and verify depth of existing utilities lines prior to constructing any new lines.
NOTES:
1. OWNER OF LOT 27, BLOCK A, SHALL BE RESPONSIBLE
FOR MAINTENANCE OF ALL AREAS OF THE LOT
INCLUDING THE AREA BETWEEN THE SCREENING
WALL AND RIGHT OF WAY STREET (PROPERTY
LINES).
2. ALL LOTS SHALL HAVE A MINIMUM FINISH FLOOR
ELEVATION OF 503.00
SEP 10 2014
CITY OF COPPED,
PLANNING & ZONING DEPARTMENT
SEE FINAL PLAT FOR PROPERTY AND EASEMENT DIMENSIONS
SEE ARCHITECT PLANS FOR BUILDING DIMENSIONS
PRELIMINARY UTILITY & DRAINAGE PLAN
RED HAW OFFICE
THIS DOCUMENT IS RELEASED FOR
CITY APPROVAL UNDER AUTHORITY
OF L. Lynn Kadleck, P.E. 47258
Date: Sept. 8, 2014
P
PREPARED BY
KADLECK & ASSOCIATES
ENGINEERING PLANNING SURVEYING
2000 N. CENTRAL EXPY., SUITE 113
(972) 881-0771 PLANO, TX 75074
TBPE Reg. No. ;F-6420/TBPLS Req. No. 100555-00
LOT 27R, BLOCK A, RED HAWK ADD1 TION
COPPELL, DENTON COUNTY, TEXAS
DEVELOPER. HAMM- COMMERCIAL LLC 214-488-52D0
225 E. SH 121 COPPELL TEXAS 75019
DESIGN
DRAWN
DATE
SCALE
NOTES
K&A PROJECT#
K&A
K&A
AUG.2014
1"=20'
08528