Red Hawk- SP160909 I
' I
I
............
F[
D —ul\R7 0
10 u
Li
D A L
I '
LX
-Lam I K
D , D g
D " 0 0
:f7
S C n111d y.—La ke Rd.
m
GENERAL NOTES
1. All materials and workmanship shall be performed in accordance with the current City of
oppell Standard Construction Details and the Standard Specifications for public 'works
S/ TEConstruction for North Central Texas (NCTCOG), latest edition and any special provisions as
0 n 0 Q) approved by the City of Coppell,Q -C
the engineer has endeavored to indicate the
nspecifications,
of the Ions d
� � � � �. In preparationp
location of existing underground utilities. It is not guaranteed that all major lines, structures or
services have been shown ora plans. p o beginning of
� Scale
�t least hours prior t
re accurate on the
construction, the Contractor shall contact all utility companies for verification of existence and
e
mw.d
Plantation, location of utility lines.
. The Contractor shall protect all structures, pipelines, walks, drives, trees, shrubbery, lawns and
other improvements during the progress of the work and shall remove from the project and
Cooper
Bethel School dispose of all debris and unused materials.
4. The Contractor shall be responsible for complying with state laws and federal regulations
E3 roo ks y tractor shall furnish to the Owner an acceptable trench safety
relating to trench safety. The Contractor
MecdowCreek
plan signed and sealed by a Professional Engineer qualified to do such work and registered in
the Mate of Texas.
5. Contractor shall maintain traffic flow throughout construction on existing public streets and, if
p y approval prior to start of
Bethel �... needed shall submit a detour Ian to the fit of oppell for
Bethel �--"" construction. Contractor shall submit a traffic control plan consistent with the T.M.U.T. .D.
. The Contractor shall obtain all necessary permits and approvals for his work before beginning
SHEET N+ DESCRIPTION 1 construction, and shall r1l�laintain a copy of these at the project site.
1 COVER g p y
7. contractor shall coordinate with testing laboratory to be provided owner.
2
FINAL . See individual sheets for additional notes.
3 DIMENSIONAL CONTROL PLAN
4 GRADING PIAN
5 PAVING PLAN
t6 DRAINAGE AREA MAP
w ` UTILITY & STORM SEWER PLAN VICINITY
8 EROSION CONTROL PLAN not to scale
DETAIL AND NOTES
L1::.
i
M
�.
ea X
THIS DOCUMEN1 I:S RELEASED FORMuw�
CITY APPROVAL UNDER AUTHORITY < �,� F
01 0
a a L. Lynn Kcdleck, P.E. 47258 55CXp
OWN
Clete: June , 201
r
4 goo
C'X) N �NEET N . SHEET NAME GATE
WYE: COMMERCIAL. LLCI� AR BY �
'
.e 225 E. SH 121
KADLECK & ASSOCIATES
ENGINEERING PLANNING SURVM- NG M
PLAN c:�r
II
II2000 N. CENTRAL EXPY., SUITE 1113
SUMMARY COPPELL,
(972) 81-0771 PLANO, TX 75074
214-488-5200
1'9r'E Reg. No. r"-6460/1P@.s Regi. No. 1005-90
i
P'9'e
rr.�,
.................. ----------.........
Sand Lake Rd. . ...............
NUM BEARING DI§TiNCi-" OWNER'S CERTIFICATION OWNER'S DEDICATION
-1 S90'00'00"T �F
0) L2 SOO'00'00"'W 15�00' WHEREAS, CRESTSTONE GROUP LTD�., is the owner of a tract of land situated In the Edward A. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS
'r- SITE -0 A -1-T'-�-9(-yo0'00"W 1130'
0 0 ...........-1 Crow Survey, Abstract No. 301, City of Coppell, Dallas County, Texas, said tract being all of Lot 27,
0 0 0 L4 NO2'55'01'E 11,50'
Block A of Red Hawk, an addition to the City of Coppell, Dallas County, Texas and reco�rded in, That, C,RESTSTONE GROUP LTD., is the owner of the herein described property, and does hereby
L5 N87*04'59"E 6�501
01
'O:rN Scale County Clerk Instrument Number 201100246745, Official Property Records of Dallas, County, Texas, adopt this plat des,ignating the herein described property as LOT 27R, BLOCK A OF RED HAWK, an
UJI L6 NO2'55'01'E B.50'
Plantation I - IT S8�7'04'59"E 13.50' said tract of land conveyed to Crests,tone Group Ltd.by deed recorded in County Clerk Instrument No. addition to the City of Coppell, Dallas County, Texas and does hereby dedicate, in fee simple, to the
Coo er Bethel School L8 5'01'W 20.00' 201100171561, Official Property Records of Dal,las County, Texas, and said tract of land being public use forever the streets and alleys, shown hereon. The easements shown hereon are hereby
C Broo�ks 1-9 N87*04'59"W 20.00- described as follows: reserved for purposes indicated, The utility and fire lane easements shall be open to the public, fire
'iO
0 �= T.. N90100,00,w 24.00'
0) M d and police units, garbage and rubbish collection agencies, and all public and private utilities for pubilic
NOO*00'00'E 10�97'
-D-i
SCALE. 1"=20' -a
C 8 eth el L12 SOO'00'00"W 10.54' BEGINNING at a found 5/8 inch iron rod for a corner in the west line of Denton Tap Road (a 110 foot utilities, garbage and rubbish collection agencies, and all public and private utilities for each particular
0 10 20 40 Bethel right of way),, said point being the common east corner of said Lot 27 and Lot 1, Block A, of use. The maintenance of paving on the utility and fire lane easements is the responsib�ility of the
0 --NUM1---6FLTT ARC RADIUS BEARING DISTANCE Wynnpage Plaza Addition, as recorded in Volume 2002047, Page 101, Deed Records of Dallas property owner. No buildings, fences, trees, shrubs or other Improvements or growths shall be
= -T
0 C Do, -18'27-
CL C1 20 31.01' 87.50' N49*15'39"W 30.85' County, Texas; constructed, reconstructed or placed upon, over or across the easements as shown. Said easements
LEGEND, CL
-------Q. C2 32'56'17" 41.68' 72�50' N39*50'37"W 41.11' being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to
FIR Found Iron Rod C3 90*00'06" 1&85' 12.00" S45*40'55"W 16.77' THENCE, S 021,28'29" E, with the west line of Denton Tap Road, a distance of 126.16 feet to a found use the same. All and any public utility shall have the right to remove and keep removed all or parts of
UE Utility Easement VICINITY MAP C4 90'00'00" --H5C 15.00' S45*00'00"E 21.21' 5,/8, inch iron rod for a corner at the common east corner of said Lot 27 and Common Area Lot 1X, any buildings, fences, trees, shrubs or other Improvements or growths which In any way endanger or
Street Name Change NTS Block A of the said Red Hawk addition; interfere with the construction, maintenance or efficiency of Its respective right or ingress or egress to
or from and upon the said easement for the purpose of constructing, reconstructing, inspecting,
THENCE, N 8905�5'12" W, departing the west line of Denton, Tap Road and with the common line of patrolling, maintaining and adding to or removing all or parts of Its respective systems without the
said Lot 27 and Common Area Lot 1X, a distance of 114.03 feet to a found 5/8 inch iron rod for a necessity at any tirne of procuring the permission of anyone. (Any public utility shall:, have the right of
1. OWNER OF LOT 27R, BLOCK A, SHALL BE RESPONSIBLE corner in the east line of Washington Drive (a 50 foot eight of way), said point being the most ingress, and egress, to private property for the p�urpose of reading meters and any maintenance or
FOR MAINTENANCE OF ALL AREAS OF THE LOT
INCLUDING THE AREA BETWEEN THE SCREENING northwest corner of said Common Area Lot 1 X; service required or ordinarily performed by the utility).
WALL AND RIGHT OF WAY STREET (PROPERTY
LINES). THENCE, N 87004'59" W, with the north line of Washington Drive, a distance of 86.07 feet to a found Water main and wastewater easements shall also include additional areas of working space for
2. ALI., LOTS SHALL HAVE A M�INIMUM FINISH FLOOR construction and maintenance of the systems. Additional easement area is also conveyed for
ELEVATION OF 50100 5/8 inch iron rod found for a corner at the common south corner of said Lot 27 and Lot 26, Block A of
3, THE BEARING BASIS FOR THIS SURVEY IS THE MAP the said Red Hawk addition; installation and maintenance of manholes, cleanouts, fire hydrants, water services and wastewater
OF SHADOW RIDGE ESTATES, FIRST INCREMENT Services from the main to the curb or pavement line, and description of such additional easements
AS RECORDED IN VOLUME 84110, PAGE 6743, herein granted shall be determiined by their location as installed.
DEED RECORDS OF DALLAS COUNTY, TEXAS. THENCE, N 00008'31" E, departing the north line of Washington Drive and with the common line of
said Lot 26 and Lot 27, a distance of 119.73 feet to a found 5/8 inch iron rod for corner at the This plat approved subject to all plating ordinances, rules, regulations and resolutions of the City of
southeast corner of an Alley right of way as dedicated by the map of Wynnpage Plaza addition as Coppell, Texas,
recorded in Volume 92001, Page 2952, Deed Records of Dallas County, Texas, said point being the
common north corner of said Lot 26 and Lot 27 and the common west corner of said Lot 27 and the
Executed this the
_day of 2014�
above said Lot 1;
UJ & >
EL
Lot 5
-J r.': 0 BY: CRESTSTONE GROUP, LTD.
bi THENCE, N 891127'31 E, with the common line of said Lot 1 and Lot 27, a distance of 200.02 feet to
Block A ry 0 0)
Lot 1, Block A -4�
Lot 5
Block A
a
Wynnpage Plaza Z the Point of Beginning and Containing 24,831 square feet or 0.570 acre of land.
WO
DI. 9 001 Pg -4-:2 0 Wynnpage Plaza Addition -C14
Vol. 9�2001, Pg� 2952 CL
N CN
Vol. 2002047, Pg. 101
D.R.D.C.T. TERRY HOLMES,
W Ld
3:
U-
Z 0 POINT OF
5/8" 00
B,E G I:N N:1N]G
N 89"27 31: E 200.02
FIR .......
50�OO�' 56.24:'
17, STATE OF TEXAS,
COUNTY OF DALLAS
BEFORE ME, the undersig:ned authority in and for the State of Texas, o�n this day personally
Li 0 appeared Terry Holmes,
0 '91 of Creststone Group Ltd., known to me to be the person
Z r-
00 S90*00'00"E 131.38' whose name iS Subscribed to the foregoing instrument and acknowledged to me that he executed the
....... -- ------------
0� " ,",,", , - -- 0
LO I� same for the purposes and consideration therein expressed and in the capacity therein stated.
0 F: I I
Z�-Ujo 1(30 BUILDING��7 ft
i <
<Z SETBACK
0) a Ci UJ i
GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 2014�
C14' 24" FIREI ANE
9 0
�7) EASEMENT
P
0,
k Z' C5 IN� N
0.0-0
0
Z�
25
Notary Public, State of Texas
26 H i
I N90*00'00"W 136.15'
BLOCK B <
BLOCK A
Z
In
Z RED HAWK ADDITION LLJ I -J
'-N UJ Z M
0) Instrument No. 201100246745 2 UJ
UJ Ln jE 30' BUILDING
O.P�R.D.C.T. 0) L.L-
Z SETBACK
(0 LJJ
< 7
Z W M
00 (0
0
IT LOT 27R, B�LOCK A 0)
0 Z Cj Z SURVEYOR'S CERTIFICATE
0 a ZW wor�o 04
0 W Z 24,832 S�F/ 0.570 AC
(n U)- 00
Z �- N 0 RECOMMENDED FOR APPROVAL
6 n-
Z UOJ Z 00 0 KNOW ALL MEN BY THESE PRESENTS-
W Z Lu 0 Z C3<
W V)W
C)
0
W UJ CK N C� 0� THAT, 1, L. LYNN KADLECK, a Registered Professional Land Surveyor in the State of Texas, do
WALL MANTENANCE,
C14 0<�V) WATER EASEMENT
<UJ Z Z C3 I EASEMENT 15' BUILDING hereby certify that I have prepared this plat from an actual on the grouind survey of the land; and the
L7 INSTRUMENT SETBACK monuments shown hereon: were found and/or placed under my personal supervision in accordance Chairman, Planning & Zoning Commission Date of Approval
City of Coppell, Texas
1 tr)- Ll 0 No� 201100246745
with: the platting rules and regulation of the City of Coppell, Texas.
O.P'.R.D.C.T.
Approved and Accepted:
L5 DATED this the day of
19.54' M co
30-55' i r� J
54.91' 71,08'
10,83 . ....... ........ ...............-------------- .............. /a
9. 4�
5/8 30,30' L9 65,61' 5/8" 110' ROW NOT FOR RECORDING Mayor Date of Approval
FIR 41-56' City of Coppell, Texas
FIR L. LYNN KADLECK
N 87'04P59)# W 55 12 W 114.03 Ln
# Registered Professional
r- The undersigned, the City Secretary of the City of Coppell, Texas, hereby certifies that the foregoing
86.07 COMMON AREA Land Surveyor No. 395�2
Z
LOT' 1 X W final plat of Lot 27R, Block A of Red Hawk, an addition to the City of Copp0 was submitted to the
171,54' Instrument No. 20,1100246745 :2 No
L' STATE OF TEXAS City Council on the - day of 2014, and the Council, by formal action, then and there
O.P.R.Di.C.T. 0- 1
W-A.SHIINGTON DRIVE < accepted the dedication of the streets, alleys, parks, easements, pubfic places, and water and sewer
0 0 COUNTY OF COLLIN
N6 lines, as shown and set fo�rth in and upon said plat, and said Council further authorized the Mayor to
d r�
BEFORE ME, the undersigned, a Notary Public in and for the State of Texas, on this, day personally note the acceptance thereof by signing her name as hereinabove subscribed.
0 C appeared L. Lynn Kadleck, known to me to be the person whose name is subscribed to the foregoing
-4 2014.
W instrument and acknowledged to me that he executed the same for the purposes and considerations WITNESS MY HAND, this the day of..........
V) Ki
therein expressed.
h'
City Secretary
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of 2014�
65.0,7'
V LIZ
Instrument No. 2�01100246745 0
Notary Pubfic, State of Texas
O.PRD.C.T.
01
RIEPLAT
C\i
BLOCK B 12 RED, HAWK
BLOCK 6
RED HAWK ADDITION RED HAWK ADDITION
Instrument No. 201100246745 LOT 27R, 13LOCK A
Instrument No. 201100246745
O.P.R,D.C.T.
O.P.R.D.C.T. BEING A REPLAT OF
LOT 27, BLOCK A, RED HAWK
UTILITY COMPANY RECEIPT ACKNOWLEDGEMENT: A 0.570 ACRE TRACT IN THE
'15-52"W EDWARD A. CROW SURVEY, ABSTRACT NO. 301
86
132.71'
04
ONCOR:
CITY OF COPPELL, DALLAS COUNTY, TEXAS
ATMOS ENERGY:
HAWKEYE COMMERCIAL LLC
ROW
7) 50
225 E� SH 121
TIME WARNER: COPPELL, TEXAS 75019
0)
21�4-488-5,200
VERIZON: PREEARED JULY 20�14 BY
10 13
LJ KADLECK & ASS01CIATES
ENGINEERING PLANNING SURVEYING
20,00 N. CENTRAL EXPY, SU I TE 113
(972) 881--0771 PLANO, TX '75074
-6460/TBPLS Reg. No. 100555-00
TBPE Reg. No, F
FILED ------- INSTRUMENT NO, D,R.D,C.T. JOB #08528
1 N
II
-- Sand La Ind.
_._ .. as
a 'La- A
SCALE "=20'
° aha Scale
0 10 a 4'0
_ Pl am'tcatican
�,�ata�rITer �
i
r'
'
ui
Bethel SCcreheakc
l
F r0Mecdo
FIR Fun,:: Iron Rod DRAINAGE
EASEMENT Bethel UE UtilityEasement
�LICK I UR Gas Riser
Street Nrrne Ch
an e
ca
REIN HAWK ADDITION _ _._ Oaf
10
Instrument Na. 201100246745 �
11 0.I .I .D.C.T. ; L1
VICINITY
24 FIRE LANE MAP
m..._ _r_ _m ._m. _... _. ....m.,,., ... ... EASEMENT
NTS
Lot L3
EAR
, EMERGENCY NUMIN
_u L.1 S9a`aJ BEARING I I5 T,ANCE
ACCESS
BLOCK 8 EASEMEN F L6 L2 I S00*00,00" 1500'
L3 N90"00°00"W 13-30,
---R-E-D HAWK AI DITIONC'X2C1� L4 N87*04'59'"E 20,100'
_ L5 C2'55'01"E 20. -f '
I n t r :m en t N . 2011,0,02-4 a c
2 MATER L6 N87 a4 59 2 0
p� EASEMENT d.
m_. 50$,0. .RO _,.m RED HAWK ADDITION � � L9 Naa°a�'a�' 1a 4°
-. _........ 1110 N9a'"t r)1n0r'h 4.(G
EASEMENT DETAIL
w._
NUM _II ELTX AFDC RADIUSFEARING D TANCE
C1 _ 2U 18r 22" 1.01' 37.5a' N49`1 39"W 30.8,51'
-� _C . ,56'17" 41.68' 72 50 N,�9"5ty' 7'°'wV 41.11
_.... �y... —_. .._.: C 9th'00'06"° 118.85' err
/ �ro ..
C4 9L1`�Jt1 ��1 X3.56' �1��7mQ �45`4t1'S.a 'wwJ 16.77°
1`a (SCS' S45"at1'af�" 21.21'
....._...�........ _ �. „ . ---_.._ ._ 5/8"
..............
.µ. _ . `- SEEN TFIR
5EE EA
w„ L)ETAIL ., � ' ENuIEI ENC
fACCESS `
1- SIP CV
_m ..
f
00
a
a:
PROPOSED
PROPOSED CONCRETE PA DUMP
- ICr�'`PSTER
24' FIRELANE EASEMENT, ENCLOSURE EXISTING
CONCRETE
PAVEMENT
'
1 .5'
IN,
14
1. '-4 '
12 I _ I Z601,
oo
R ,a
I STEPS
f
5Z5'
n'*
SEE"
ARCHITECT PL,4Iv"S
FOR BCJILL7IIVC DIMENSIONS � _....�
_._ ..._...- _.__ .. �a
Lot 1 , Block A
`7 Wynnpage Plaza Addition
2 8' Vol.
Q) _
I
j
co
Ui
" 18"tQTY'P
00 MOMUMJNT R5.0
. r
SIGN O' BUILDING LINE
'BALK. EASEMENT ::�:. CCh4C'N AREA �
,SIDE: ...
Instrument Na° .2011 024- r �..:I: _ :w.. N_CT 1 �' �y _'6
5/8
%j _
FIR -. . � FIS
EXIST. BALK EXIST. W LK
126.
WV
i ALL CONSTRUCTION INI PUBLIC RIGHT—OF—WAY
' 0 DENTON TAP ROAD AND EASEMENT SHALL CONFORM M T
ry 0 EXISTING CONCRETE PAVEMENT CITYDETAILS
�F (SEEOP LN TAN DCONSTRUCTION
r.
.tem:
SEE FINAL PLAT FOR PROPERTY AND EASEMENT DIMENSIONS
- SEE ARCHITECT PLANS FOR BUILDING DIMENSIONS
t
_
SEE SHEET 1 FOR GENERAL NOTES
I _
T:
DIMENSIONAL CON TROLI
Bim:'
Aluminum marker set in the center of an inlet RED HAWK OFFICE
THIS DOCUMENT IS RELEASED FOR
an the north side of Bethel Schaal Road.,
CITY APPROVAL UNDER AUTHORITY BLOCK �
approximately 1014' (feet) west of Hunter Ridge Circle. CF L. Lynn Kadleck, P.E. 47258 , �
Cote: June 511.1 COPPELL
TIM ISIC 1.41 C 214-488-5200
' CtA9ERCIAL LL.
PREPARED CCPPELL TEXAS 7501,9
cw`a Squire cut on top of curb, center of o EPAREI C LCPER: I� "� ?"�"'
RCI @ N.W. corner, intersection of Denton Top KADLECK & ASSOCIATESDESIGN DRAWN DATE SCALE MOTES K&A PROJECT;
and Bethel Schaal Rood. ENGINEERING PLANNING 6uRVEYIN'G
°'. Elevation 0 .8 ( 72)N.a1L�-x771 �:xr�Y.PLANO, X 75074 K A K&A iJUNE C1 1"'=20' 08528
TFPE Reg, No. F..-6.420/1'BPL5 Reg. No. 100555-00
011
1
fe._
GENERAL NOTES - GRADING Sand Lake Rd,
1. All materials and workmanship shall be performed in accordance with the current City of Coppell
Z SITE -6
Standard Specifications and Details and the Standard Specifications for Public Works 1-� 0, 1 0
---------- 0 0 0) 0
------- Construction for North Central Texas (NCTCOG), latest edition and any special provisions as CL (> J SCALE: 1"'=20'
o
0 10 20 40
approved by the City of Coppell. "0-EN scale
Ld
L
2. Site preparation and grading of areas within public right of way shall be in accordance with the F1 a n Tj't'-[o-n
City of Coppell or NCTCOG Specifications, co
Bethell c—ho 0"
3. Site preparation outside public rights of way shall be in accordance with the soils report prepared Brooks b
Sand
ale Rd,
SITE
i N
[;n
9,p er Bethe
Brooks
0 T
'4�
by Hooper Engineering, Unless specified differently in the report, vegetation and organic soils, d M d C k LEMN-D
25 (upper two to four inches) should be stripped and removed at the start of earth work construction. Bethiell FIR Found Iron Rod
Bethel <
BLOCK B The exposed soils shall be scarified to a minimum depth of six inches and recompacted to a U E UtHity Easement
density of 95 to 98 percent of maximum Standard Proctor Density, ASTM D-698. The moisture 0 C. GR Gas Riser
dart0
9 RED, HAWK ADDITION
content of the corn acted soil shall be at 0% to 4% above optimum moisture. The soil s,tripings, Street Name Change
0
10 X\ Instrument No. 201100246745 removed at the start of construction shall be stockpiled and then spread over nonpaved areas for
O.P.R,D.C.T. topsoil after grading work is complete. See report for more details.
0.
\ 0, 4. Fill material p,lacement outside the public right of ways shall be in accordance with the above said VICINITY MAP
.......... '0 `0
....... p , NTS
.0 report, Unless specified differently in the report, onsite soil used as fill material shall be placed in
Lot 5,
maximum of 8 inch lifts of loose material compacted to 95 to 98 percent Standard ASTM D-6918, at
0% to 4% above optimum moisture content. See report for more details.
BLOCK B 5« Upon completion of the paving, Contractor shall grass with seed or sod all unpaved areas within
------- the public rights of way and easements, unless specified differently on the Landscape Plans.
ISD. HAW—K ADDITION 26
In str�ment No.- 2011-0-0-2-467,45_1__ BLOCK A
O.P.R.D.C.T. -----------
RED HAWK ADDITION
------ 50'; ROW
5/8" N ' 'GO*G8`31
FIR
-,EMER-GEN-Cy------
ACCESS EASEMENT TP11,jo I-IR
TP 10.010
00
A' >
TP ok
TP 9.J6 8.60 v 10.95 k,
>09
Existing MP 9.06 7
Pavemen I I /
Existing
A
JPavement
1 5 [T�PlL41
... .........
CF)
14
111�10
3 (P
12 -Z 5 0
V) 7 1.50
=TP1 0.
0
< TP 1 .50 0
l «60 0
00
U T1 ON!J
z
UNDERGROUND & AkIJRIAL
U77LI77IN AREA, TO
DEEP
BEA ESBE FIELD VERIFY PRIOR
TO CONS 7RUC 77ON
SEE ARCIITECT PL�NS
C)
FOR BUILDING DWE�VSIONS
d. I0
Lfry_L12.20] Lot 1, Block A
(a —-----W- Lli Wynnpage Plaza Addition
Vol, 2002047, Pg. 101
TP12. 16
T I Ts
P-f—FU5
r
N
C)
TP 111 3, aid TP=1.1
0)
0
00
-0
z
L0 TP 11. 1:7
30 TP 11.i35
P =
L0
0 712 10
0) TP1 1.
TP
00 M'OA4UME N T
SIGN
IEA z
5' 'SIDEWALK,EASEMENT
COMMON AR
A ' LOT 1
u m en t' 0.
Instr
IX'
-------- O.P.R,D.C.T. 5/8" TC12.50 'TO 12�-f N
/5 8"FIR
----------- -----------
A R,
Z
..........
EX. 5' WA L K
EX. 5' WALK
0 OTMH TM- R
H"- —
Z:)Zo Z�j L G
LTP1 1.
7-7.......7........ 77
GAS RISER TO
0a
WV0
BE RELOCATED
tau ALL CONSTRUCTION IN PUBLIC RIGHT—OF—WAY
E) E
AND EASEMENT SHALL CONFORM TO
("J" CITY OF COPPELL STANDARD CONSTRUCTION N T 0"N N TAP ROAD DETAILS (SEE GENERAL NOTES),
C 1 0 EXISTING CONCRETE PAVEMENT
4. 0
BM#1 6
Aluminum marker set in, the center of an inlet
------ SEE FINAL PLAT FOR PROPERTY AND EASEMENT DIMENSIONS
on the north side of Bethel School Road,,
7-- approximately 1:04' (feet) west of Hunter Ridge Circle, SEE ARCHITECT PLANS FOR BUILDING DIMENSIONS
SEE SHEET1 FOR GENERAL NOTES
i.
Elevation 511.13
TBM#1GRADING PLAN
Square cut on top of curb, center of a 5'
RED HA, WK OFFICE
RCI'1 @ NX corner, intersection of Denton Tap THIS DOCUMENT IS RELEASED FOR
and Bethel School Road, CITY APPROVAL UNDER AUTHORI I'Y
y , LOT 27R, BLOCK A. RED HAWK ADDITION
Elevation 509.89 OF L. Lnin KadleckP.E. 47258
Date: June 30, 2015 COPPELL., DENTON COUNTY, 7EXAS
DEVELOPER. HAWKEYE COA4MERCIAL LLC 214-488-5200,
PREPARED BY 225 E SH 121 COPPELL, TEXAS 75019
THIS DOCUMENT IS RELEASED FOR
KADLECK & ASSOCIATES DESIGN DRAW DATE SCALE NOTES K&A PROJECTI
CITY APPROVAL UNDER AUTHORITY ENGINEERING PLANNING SURVEYING
OF L, Lynn Kadleck, P.E. 47258 2000 N. CENTRAL EXPY., SUITE 113
T (972) 8810771 PLANO, TX 75074 K&A K&A JUNE2015 1 "=20' 08528
Date: August 5, 2014 -THPE Reg. No. F-64-20/TBPI..S Reg;. No. 100555-00 1 1 1 1
I I Saand 11-1 Fid.
a ;SITE
._. _. _._° SCALE: 1"=20'
PN
110 20 40
PI ca n taa Haan I
� r__ Bethel School
p
_Brooks
1 c; Meado Creek LEGEND
25
Bethell x. FIR Found Iran Rod
Bethel < ... _
BLOCK 8 � u OF Utility Easement
a CR Gas Roser
� Caea�
RED, NARK ADDITION
Street Name Change
10 Instrument. No. 201100246745 _.
as
1
C�.�'.R,D.O.T.
VICINITY MAP
_ .. ... .,m. _...,.w_ m.. ... .. NTS
Lot 5
BLOCK B
HEAVY DUTY PAVEMENT — F RELANE DU FASTER
--RE-D, HAWK ADDITION 7,« 4000 PSI REINF: CONC,
2
W1 Naa. 3 BARS @ 1e" O.0
In tr �ant No. 201 M..__.
W.
BLOCK A ON N F�"° LIME TREATED COMPACTED'
_., O. ..R.D. «T.
.,.�-. SIIIRAD�. r Cay OR ALTERNATE
RED HAWK K A D D I TI C N ON 12- COMPACTED SUBGRACE,
_... m., , ROW
WITH Clrr APPROVAL,
_..._, SEE SOILS REPORT FOR DETAILS
DRILL & DOWEL ER UT
EXISTING PAVEMENT TO DRIVE AISLES AND PARKIN NOT IN F"IRELANE
` -- CONSTRUCT BUT JOIN
__.._._ _.._._...__ ., _ x, LIC PSI 18'
REINF, CONC.
.' � r Ira .,_.,. �� 6�CLASS �' ,3
ON 12" COMPACTED SUBGRADE.
ro.. SOILS REPORT FOR DETAILS
_.,..._ _1 EIvIERCEN-C CONSTRUCT 7" 3500 PSI
CONCRETE PAVEMENT Concrete Sidewalk Pavement — Private
r`!, ACE EASEMENT a��'" a �' BARS ON 1B"° (`TRS tC.,,.�� . "v
_...
_.,._.... ENS OVER COMPACTED ,,,;.,f a
".,_°. . .. i /
x.r �s <a' �, � ,.3L7u7u PSI RFITINI; CONC.
41 Nra BARS CI C
E IM.
.. ._ SUBCRADE
C« r <�
C N T1 TUR TO VERIFY
ON COMPACTED SUIRCRADE.
L CA T1O AND DEPTH 00
UE
E 1STING UTILITIES': PRIOR ;.
Concrete Sidewalk 'Pavement — Public
T C 1 ENT OF ANY -- ��� _
—7—
PLAITf - _ _ P. y a S,« 3000 PSI RE-INF. CONC.
__,. ... VNr No. PAR'S «a C�'.C'.E:Vw:
N UTIL TY LINE.S I�
'24!
PROPOSED CONCRETE PA , TIENT SAWCUT BREAKOUT AND REMOVE ON COMeIPACI'EIT SUBGRADE.
PROP, PROP EIRE r1 NE EASEIk ENT CONCRETE PA VEMEN T
58 LE AND OF
PDC CONSTRUCT LONGITUDINAL BUTT
l , Z, ' _ I JOIN T MA TCH EXIS 1; PA E�IEN T
•
14 CA U
13 a: Elf . °
TION!
1
U ' & AERIAL
U77LI77ES IN AREA TO
01 1k ,
& AERIAL
AREA 0
,, r Cf 7 v 1? t F7ELD VERIFY PRIORF R R)
.w. T CONS U
°
00,
°.. UCT 5 " JOOO PSI
CONSTRUCT 7,
I
DEEP ° CONCRETE e�wl J BARS ON
I BEAD CTR " OVER COMPACTED 1.,
. :. � •. SUBGRADE
W
gym ' ..
_ FIRELANE PAVE
.SEE ARCHITECT PLANS , °°, CONSTRUCT ,SENT PS1 A�tk
I .
FOR BUILDING DIMENSIONS ,.�... CCaNCRETE f` ,� RS
ON 1 B C ?
,
mm..,..v.. ,' FI512.201 COMPACTED I�RADE
'SEE N07ES & CITY OF C"CBPP LL
Ld
_ STANDARD CONSTRUCTION DETAILS
SEE DETAIL
�29D 2 300 Vic° .3 C
/ S1-1EET B OF�
/ <r t .
Lot 1 , Block
g.
i
r .
r+"""\ SRA�4YA 9 .AI
f, �r a
°. �! II ACC� Iti�n
�I 00
Vol. 20020 101
,✓
�.. _ •..J j 1 �t . l.t YY
q...... Fir .,. ..
+p.., , ......,
00
9OIw1Ui l NT, CONSTRUCT STAMPED
I
PA TTERNED CONCRETE
r SIDEWALK wEASEMENT COMMON AREA SANNCLIT BREAKOUT
t
7 lnru!rran No. C11CC3" ..,:q REIt9OE EXISTING
LOT
Cly 9 . .D.C,T, ,«
FIR Y S1IEUI�AL1t
a:
�� � TM -, .,°�-_�.. E7C. « �IALI� E "SIALIC
CONSTRUCT
....... .. , __...... _..,,,_.. .�..�,. . ............ � , � .�. , .,�,,,.... .. .. .! ....�,. ._.__ , .�.,._,.. �. � BARRIER FREE
CONSTRUCT U�l1J
PARR
BARRIER FREE GAS RISER TO
RAMP
BE RELOCATED CONSTRUCT
c: BUTT JOINT ALL CONSTRUCTION IN PUBLIC RIGHT—OF—WAY
f ,
�. BREAKOUT c REMOVE AND EASEMENT SHALL CONFORM R TO
SA IM'CRE � CITY CSF" COP ELL STANDARD CONSTRUCTION:
DETAILS SEE GENERAL NOTES),
0DENTON TAP ROAD
CONCRETE CURB CUTTER ,I
7
i EXISTING CONCRETE PAVEMENT IIS 1
I
the center of an Inlet
U
SEE ♦ANAL. PLAT FOR PROPERTY AND, EASEMENT DIMENSIONS
on the: Orth de of Bethel School Road.,
_..._.._�_ �� � . � SEE ARCHITECT PLANS FOR BUILDING DIMENSIONS
approximately - _ H .
aXlrraatel 1 CJS- feet west of Hunter Ridge Circle, I I
pp ,'� (feet) � SEI:. SN�IIEET 1 EC)R GENERAL NOTES !
r' Elevation 511.13
PAVING PLAN
21
1 D hll 1
Square cut on top of curb, center of a "
RCI C N.W. corner, intersection of Denton Top THIS DOCUMENT IS RELEASED FOR RED HAWK OFFICE
and l Bethel School Road. CITY APPROVAL UNDER AUTHORITY
LOT o
��..: Elevation 5C� ,S CG� L. Lynn Kadleok, P.E. 4755
BLOCK A, RED HAWK ADD177ON
Date: June 30, 2015COPPELL
=a DEVELOPER- HAS KEKE COMMERCIAL LLC" 214-488-5200'
APED D�°
225 E SH 121 COPPELL TEXAS 75019
s
THIS DOCUMENT IS RELEASED FOR DL ASSOCIATES DESIGN DRAIN DATE SCALE NOTES 1C PROJECTI
77 N
IRI
w.x. CITY APPROVAL UNDER AUTHORITY ENGINEERING PLANNING SURVEYING
C3F L. Lynn I4adNeck, P'.E. 47258
2000 N. CEWRAL. FXPY., SWTF 113 IC+cA JIJNE2C11 1 a 20' C�82
Date: August , 20)14
� TBPF Reg.�Naa��r�6 �TBPLs r�e7711 �L��.�"100555-00
TX KLA
cX,
4 � ._Sand Lake 1�d.
La� _
1,P .SITE d
_......._m. ... __.._.... ... a ` �'' SCALE; ", "
0. a 04
� �
N' Scale d 10 0 40
Uj
Plantation
foo fir° Bethel drool._
Brooks
0
MeadowCreek
Bethel ra
FIIR Found Iron Rad'
Bethel
�t
a
BLOCK uF Utility Easement
� CR Cas Riser
0 RLR HAWK ADDITION � Street Name Change
1 Instrument No. 20110024074
1 II O.P.R.f , ,T..
rIVICINITY
NTS
Lot 5
VIII
BLOCK a
"_.REO- H t _ADDITION LLJ
�I
e n t N 0.� ��2 011,00.24 7 a {'I � 26
In tr
0.P R.C .O.T.
I FLOCK A
_.. ..,M _ k ( RED HAWK ADDITION � DRAINAGE AREA `FABLE — PROPOSED CONDITIONS
_ DRAINAGE
F°. AREA C OA Ta ' 1100 ,� 1 0 0OI�IIVIENTB
ry... AREA ZONING acres rain rnNhr fs
---_�. �_.. ...... Al PCS_ _ x.77 0.90 4 .8'9 10 11 .80 &0 To Existln Inlet
,. 1/, �6/ l / wrr 1 r; , a r llf£r sr ,,,,,�,.,,
Gr �, y � � f , Vii/ � l/ //„/,r � � ,� ,
FIR R � Y��l� ,
��_....u� ���� f?������f rl� I� � �v( ”e.���r��a'��i�ilf ""If��,�i�wm�r (G�'���1 N,, „
TOTAL 0.77 �.Q
....., t / ..r ,,.,...,m.,,..,...m.• ...
r
"
M._
1 EME GEN "
._.�.. � ��° �o",ill' e�-
_- _
- A
f
���......�... � SEM......,. NT
CL
3 f
- Imo..—.�.�... ..w. ti M�... , DESIGNCALCULATIONS,
-.....�•.,.... 11 ;. ..
AREA RUNOFF CARRY ,SELECTED CARRYOVER
H ,
OC r` `� to
DESIGN C =GIA OVER TOTAL
TO
glgl
C CRETE" NSA� INLET
�„�, .,• _ EN�`LN+NT STORM TIME OF I�ITEN aCT'Y RUNOFF
., taM, AREA UPSTREAI' GUTTER GUTTER LENGTH DOWNSTREAM,
LX. ORAL
24 FIRELANE EA E 9El i
"A”
ru, rr rt nr "mr
.. INI�T
r .. INILET FRE _ OON SEN rrlr COEFF. A O INLET FLOW CAPAC LI E INLET REMARKS
" l r O. LOCATION a (Yr) (min) (in/hr) (acres) cf Cf~,� cfs cts} ( ) ( �)
�g ,G A 1 100 10 11.8 0.90 0.77 SAO
__ 0. 4 ORATE Q.0
/1
1 �1 2 � r t
�Ylu
1 m
t!
00
04
"9
"- A
r r I
I
1•
r
0.77r
Lot 1 ,133 ock� A
Wynnpaig
� Vol. 0 ���PIa Addition
j—,
_.._. CJI
047, Pct. 101
i
�.,
q'if
b'
alt, m
Pl
(0� ` INF^ / ` ,r ',
l
f� ��
00
_.
;d
i 0
r
omu N �
"ICN
'• � . 'lam
".rcrc: �L.ELIwSEMENT �,;,�t. COMMON AREA I �.. ...
..�� z
_ -: �t�°' k.�.`��I+7 LOT 1�.�.._m .,...� ,�- ._...
.r.
Instrument No. O"I"I d3t� 7 a ,rr >r
u I' du
0PR.D.C.T 5/8
,il i�.r i.✓� ,r„ roi,,,,,;./ ri,oa9.r/- rc/„ , rio�„ ra,rrr,. ,nom rr/n, r,r� i,,i�- , ,-,: ,...,
� .........J4
8'29
{/"��, 1
/� M.A... ( TMH `�`" �^,
..mµ4 "...... '"."' R�
LA..
t.�u
WV
ALL CONSTRUCTION IN PUBLIC RIGHT—OF—WAY
NAY
K „u
AND EASEMENT SHALL CONFORM TO
CITY OF C�OPPELL STANDARD CONSTRUCTION
u'
DiENTUL ' TAP ROAD
DETAILS (SEE GENERAL NOTES).
EXISTING CONCRETE PAVEMENT
r:a
r B I 1
Aluminum marker set in the center of an inlet
f> SEE FINAL PLAT FOR PROPERTY AND EASEMENT DIMENSIONS
f..
on the north side of Bethel School Road.,
-- a ro imatel 104 fee Circle, SEE AROI-11TEOT PLANS FOR BUILDING DIMENSIONS
pp � (feet) gest.. of Hunter RidcJ�,
SEE SHEET 1 FOR GENERAL NOTES
Elevation `I1i.1,
DRA INA GE AREA MAP
r1y T1
Square cut on top of curb, center of a "
ROI N.W. corder, intersection of Denton Tap
WRED HAWK OFFICE
' and Bethel School Road, THIS DOCUMENT IS RELEASED FOR
CITY APPROVAL UNDER AUTHORITY
Elevation aO .B , �. A. 1
OF L. Lynn Kadl cck, P.Iw,, 47258
.m
Date: June O
0DEVELOPER: HAW EYE COA4MERCNAL LLC214-488-5200
20 PREPARED B' 225 E. SH 121 COPPELL TEXAS 7501
rrAENGILPLANNING sEC ASSOCIATES
ATw:�E DE DESIGN DRAWN ?ATE .SCALE NOTES K N ROJECT ''
2000 N, CENTRAL F'XPY., SUITE 113
(972) 8811--0771 PILANO, TX 7 074 K&A K&A JUNE 015 1 "=201 08528
TBPF Rey, No. F-6429fT8PLS Rey. No. 100555-00
4%h
Li_
J Sand Lake Rdi.
.. SITE �
0
Y Cry s, SCALE: 1 rr=20r
0Or
a O
0 N Scat � 110 20 4
LdPlantationj
r, ! baa er ua -.
Bethel School
0 makeLEGENDD
Ieadawreek
FIR Found Oran Rad
i
26 F ethel € Bethell � UEUtility Easement
I BLOC
I l oraR has Riser
d Of Name;
Street Name Change
r!Fc a
C ! EaHAWK ADDITION '
I
i
i I
I
VICINITY MAP
RTS
i
� 1.
I
4 I
frrFIR N * ' 1" E 119.73
m.
a
F
f
d F
R EMOVE 'J LF"
6" WATER & PLUG �
INS TAI N..:
1--6" 45' BEND
1--6" VALVE
� EMERGENCY
INSTALL: ACCESS
1- 1" DlOiWESTIC EASEMENT
WA TER SERVICE �
wl BACKFLOW DEVICE 7
INSTALL:
1 FIRE HYDRANT
4
T
1-6," VAL V'E
PRNA TE) AUPON!,
� ANE EASEMENT
AERIALUNDERGROUND &
EXIST. 24 PIN�EL I
.. GRATE CONCRETE PAVEMENT U77LI77ES IN AREA TO
A
INSTALL: CONSTRUCT L VERIFY PRIOR
32 LF 6" PVC TO CONS 7RUC 77ON
CHECK VA UL T
DETECTOR ( DRAIN & PLUG 40) FOR ROOF
(P VA TE
i
l I
INSTALL ,/
X _6"
r
SACS. SE LINE 1-4" ECC
` _
PRIVA TE,�
i
I
CONSTRUCT 1,3 LE
WATER EASEMENT
6" SANITARY SEWER i
GENERAL N CST _ WATER AND SANITARY SElE
LA TERAL ON 27.
.SLOPE AND INSTALL f
DOUBLE CLEAN ( 1. All materials and workmanship shall be performed in accordance with the current City of
I
Cao ell Standard Construction details and the Standard Specifications for public 'Forks pp p
Construction for North Central Texas NCTCO ), latest edition and any special provisions as
CONSTRUCT 17 LF approved by the City of Copell.
6" SANITARY SEWED
LATERAL AND PLUG All excess suitable trench material shall be spread on the property and compacted in maximum
I
eight Incl" loose lifts to a minimum of 95 percent of the maximum Standard Proctor Density,
I I ! ASTM D-698 at 0% to %, above optimum moisture at locations to be determined by the
Ld
j CONSTRUCT Engineer.
water pipe
� LE 6 PVC (SCLNO 0,E �� afar lines shall be a minimum of inch unplastioized polyvinyl chloride (PVC) p p
? EOR ROOF DRAINS meeting the requirements for N WWA Standard 0900. Embedment shall be Class D as shown
1- 6 x 6 WYE CONN;
on the City of Coppell Standard Construction Details. II water services lines shall be 1 inch 6" 3C* BEND CONSTRUCT _-- „ PVC SCHEDULE C
I13
i THROUGH CURB AND PLUG AT FEET d) Type capper and Contractor shall install meter box per City
tI
1— 6' PLUG unless otherwise' note
(PRI IAATE) CPQ BUILDING. requirements and specifications after pavement hes been completed.
I r, . All sanitarysewer lines shall be a minimum of inch PVC (SDR-35) sewer pipe. Embedment
� CONSTRUCT 2—� PVC SCHEDULE C shall be Class as shown on the City of Coppell Standard
� Construction Details. ,All sanitary
OUCH CUR AND PLUG AT 2 FEET
c Th-Il sewer services shall be a minimum of inch.
C)LL BUILDING. 5. Contractor to locate and verify depth of existing utilities lines prior to constructing, any new lines.
zi CL 70.
�
0 Ni
CL
r
t
.I if \ 0
C
f 0 j 1�
”
� d
f
m ALL CONSTRUCTION N IN PUBLIC RIGHT—OF—WAY
AY
Cj, / AND EASEMENT SHALL CONFORM TO
rCITY CE CCP 'ELL STANDARD D CC NSTN UCTCN
DETAILS (SEE GENERAL NOTES)..
r
P
„? Aluminum marker set in the center of an inlet
w. SLE FINAL PLAT FOR PROPERTY AND EASEMENT DIMENSIONS
h side of Bethel School Road., SFS ARCHITECT PLANS FOR BUILDING DIMENSIONS
SICNS
v I on the north
a roxirr�atel 1 C�- feet. west of Hunter Ridge Chole. GENERAL NOTES
approximately (feet) � ���: SII=T � � I
. ,. Elevation 511.1
MUTILITY AND STORM PLAN
✓
a—M 1
Square cut on top of curb, center of a 5' RED HAWK OFFICE
\\
RCI N'.W . corner, inter
r
ction of Denton Tap THIS DOCUMENT IS
RELEASEDOl ea
and lethal School goad,
CITY APPROVAL UNDER AU rh ICRI �" ADDITION
I Elevation 50)9.89 Cly L. LynIn adleck, P.P.. 7258 � �
Cate: June 30, 201
DEVELOPER: HAWKEYE COMMERCIAL LLC 214-488-5200
PREPARED Y 225 E. SH C`121 PPELL TEXAS75th 1
Cil L NahaASSOCIATES
SURVEYING DE `IGN�1 DRAWN LATE SCALE NTE K PROJEC` ,
CA t'r ENGINEERING PLAN
cx:
U 2000 N. MENTI' AL. EXP,Y,, SUITE 113 Fr ,
(:: T ( s1i—o1 PLANo, Tx � o kA lA JUN21 1 X29 08528
Tr"°PE Reg,. Na. F-6420/TIP LS Reg, No. 100555-00
LQ b
C.`.1
Sand Lake Rd, SILT FENCE GENERAL NOTES
NOTE:
A FILTER FABRIC STEEL POST
MIN. HEIGHT 24" MAX� 8' SPACING
EXTEND MESH FABRIC AND FILTER
ABOVE EXISTING MIN. 1' BELOW GROUND: LFVEL
STONE 12" BEYOND END OF INLET 1, Silt fence fabric must meet the following minimum criteria.
ON BOTH ENDS, GROUND LEVEL
a) Tensile Strength, ASTM D4632 Test Method for Grab Breaking Load and Elongation of
SITE
0
1:2"MIN OVERLAP
SCALE: 1"=20�' Geotextiles, 90-lbs.
COMPACTED EARTH
CL 4 0 10 20 40 ILL b) Pu:ncture Rating, ASTM D4833 Test Method for Index Puncture Resistance of
OR ROCK BACKF -HOG WIRE
0 =N Scale
IF REQUIRED
Olantation
6 Geotextiles, Geomembranes,, and Related Products, 601-lbs.
11 E MESH 6-
OPENING M MAX)
Coo c) Mullen Burst Rating, ASTM D3786 Standard Test for Hydraulic Bursting Strength of
-ho
Bethel 9Z ol 2'GAP BETWEEN TOP OF STONE
AND TOP OF OPENING Textile Fabrics-Diaphragm Bursting Strength Tester Method, 2801-lbs,
Brooks
0 LEQEND
Meado Creek
d) Apparent Opening S�ize, ASTM D4751 Test Method for Determining Apparent Opening
_d 1 1/2* FILTER STONE
FIR Found Iron Rod
_0
Bethel CL I�A2"�4 1�2
Bethel < UE Utility Easement HARD RE ABRIC Size of a Geotextile, U.S. Sieve No. 70 (max) to No. 100 Min)
e Ultraviolent Resistance, ASTM D�43�55. Minimum 70 percent.
0 A STRUCTURE
Street Name Change 2. Fence posts shall be galvanized steel and may be T-section or L-section, 1.3 pounds per
FLOW
GR Gas Riser CURB INLET N\\\\__FABR1C TOE-IN
linear foot minimum, and 4 feet in length minimum. Wood post may be used depending on
anticipated length of service and provided they are 4 feet in length minimum and have a
nominal cross section of 2 inched by 4 inches for pine and 2 inches by 2 inches for
VICINITY MAP ISOMETRIC VIEW
NTS hardwoods. Fence posts, which support the silt fence, shall be installed on a slight angle
STEEL POST
toward the anticipated runoff source. Post must be embedded a minimum of one foot.
ISOMETRIC PLAN VIEW 1 S,ilt fence shall be supported by galvanized steel wire fence fabric as follows:
25 HOG WIRE WITH MAXIMUM a) 4 inch by 4 inch mesh wire, @1.4/1.4, minimum 14-guage wire fence fabric;
FILTER FABRIC 6- X 6- OPENINGS, IF REQUIRED
13LOCK B 1/2"0/2" b) Hog wire, 12 gauge wire, small openings installed at bottom of silt fence;
9 RED HAWK ADDITION 1 1/2- FILTER STONE HARDWARE FABRIC c) Standard 2 inch by 2 inch chain link fence fabric; or
FLOW 12" MIN. BELOW GWE d) Other welded or woven steel fabric consisting of equal or smaller spacing as that l,isted
10 --------------
Instrument No. 201100246745 CURB INILET hereon and appropriate gauge wire to provide support.
0.P.R.D C.T. STRUCTURE
4. A 6-inch wide trench is to be cut 6 inches deep at the toe of the fence to allow the fabric to
be laid below the surface and backfilled with compacted earth or gravel to prevent bypass
JJ-
TRENCH
LO i H of runoff under the fence. Fabric shall overlap at abutting ends a minimum f 3 feet and shall
2' GAP EIPEEN 6"' DEEP AND
TOP OF OWE 6' WOE
W11
OP N1 AND TOP OF OPENING be joined such that no leakage or bypass occurs.
5� Sufficient room for the operation of sediment removal equipment shall be provided between
BLOCK B the silt fence and other obstructions in order to properly maintain the fence.
I N LET SECTION COMPACTED EARTH EXTENSION OF FABRIC INTO TRENCH! 6. The ends of the fence shall be turned upstream to prevent bypass of storm water.
----R-ED- HAWK, ADDITION OR ROCK BACKFILL
ment No. -201 TOG-2467A5 26 TYPE A CURB SECTION VI�EW 7. Silt fence should be inspected regularly (at least as often as required by the TPDES
Construction General Permit, Appendix A) for buildup of excess sediment, undercutting,
n s tr
BLOCK A
O.P.R.D.C.T. SILT FENCE sags, and other failures. Sediment should be removed when it reached', approximately 1/2
INLET PROTECTION
50P ROW ...................... half the height of the fence. In addition, determine the source of excess sediment and
RED HAWK ADDITION implement appropriate BMP's to control erosion. I!f the fabric becomes damaged or clogged,
........ it should be repaired or replaced as necessary,
8. Silt fence shall be removed when the s,ite is completely stabilized so as not the block or
impede storm flow or drainage.
9. Stone overflow structures or other outlet control devices shall be installed at all low points
STABILIZED CONSTRUCTION ENTRANCE
............-
5/8" N 00"08'31" E 11,9.73 W�l along the fence or spaced at approximately 300 feet if there is no apparent low point.
....... - 10.Filter stone for overflow structure shall be 1-1/2"' washed stone containing no fines. Angular
FIR DEPTH 40' MIN�
shaped stone is preferable to rounded shapes.
WASH RACK
<Optionak)
GENERAL NOTES EROSION CONTROL
TABILIZED C 0 UC I
CONSTRUCT DR19P
----------- NS�TR
NTRANCE,/,
X,
>
INL f T PR4?7EC 7?ON
1 A Storm Water Pollution Prevention Plan shall be required for this project and shall be
Q
prepared by the Owner and/or Contractor,
o
p' 2� Contractor shall be responsible for erosion and sediment controll including: control of
-FILTER FABRIC
ENT BARRIER
CONSTRUCT
FLOW TO TREATM
SUCH AS SILT FENCE construction access and street cleaning if necessary. Place erosion control devices as
PROP OSED ,`CON CRETE,,."
Z 00 STABILIZED CONSTRUCTION indicated hereon prior to start of construction, Contractor to maintain erosion control
P`AVEMENT ENTRANCE PRIOR' TO
0 NOTES FOR STABILIZED CONSTRUCTION ENTRANCE
24' FIRFLANE EASEMENT START OF CONSTRUCTION devices, until time for permanent paving and landscapingi. Prior to placement of proposed
paving, construction access shall be from a sing,le location, to be specified by the Contractor
1 The stabilized construction entrance shall consist of a pad constructed of a minimum of 6 inches
and the curb shall be protected in accordance with City requirements, Vehicles shall be
101 of 3"-5"' crushed stone, recycled concrete or other rock like material, or asphaltic material on top
Cb properly cleaned prior to entering public streets. The Contractor shall immediately remove
14 U.) of geotextile filt!er cloth to facilitate the wash down and removal of sediment and other debris from any construction materials tracked onto public streets.
ft construction equipment prior to exiting the construction site.
13 (A onstruction entrance shall be constructed such that drainage across the entrance
2� The stabilized C 3. Inspections, must be conducted at least once every fourteen (14) days and within twenty-
P
< P., is directed to a controlled, stabilized outlet on site with provisions for proper filtration and removal four (24) hours of the end of a storm event of 0.5 inches or greater. As an alternative to the
00
C14 of wash water. said inspection schedule, inspections will occur at least once every seven (7) calendar
Z 1 The entrance shall be properly giraded so that storm water is not allowed to leave the site and days. If this alternate schedule is used, the inspection must occur on a specific day of the
enter roadways.
<> week, regardless of whether or not there has been a rainfall event since the previous
�,1 i 4. The location of the construction entrance shall be, determined by the General Contractor and inspection.
V
> Z Owner, The location and materials to be used shall be approved by the engineer and the City prior 4� The disturbed area consists of approximately 16 acres of land. The Owner is Hawkeye
< LJ ...... to placement of the entrance,
n . Commercial, LLC., 225 E� SH 121, Coppell, Texas 750191, contact: Terry Holmes at (214)
Ld 5. Periodic re-grading and top dressing with additional stone (or asphaffic material if so constructed)
V) shaill be done to maintain the efficiency of the entrance. 488-5200. The property to be disturbed is currently un-impiroved with grass. The land use is
LJ <
UJ single family residential and future commercial. The main poll,utant from the site during
Ld construction is erosion and sediment.
Z �
Z
5. The construction activities shall consist of excavation, utill,ity lines, storm sewer, grading,
subgrade preparation and paving.
LJ
U) U_ 6� A Notice of Intent shall be completed, submitted an,d posted at the project in plain view.
0- 7, Prior to commenicing any construction, a construction entrance and perimeter silt fence
V__ CL 1�4_
0 N Lot 1 , Block A
shall be installed at the location shown.
ry
n
8, All existing inlets shall be protected prior to start of construction.
Wynnpoge Plazo Addition 9� Silt fence and inlet sediment barriers shall remain in place until revegetation has been
15 W
Vol. 2002047, P�g. 101 completed.
I o. Disturbed areas that are seeded or sodded shall be checked periodicafly to see that grass
coverage is properly maintained. Disturbed areas shall be watered, fertilized, and re-
,('4
seeded or reso�ded, if necessary.
4 Cq
'71 t I, Erosion control measures may only be placed in front of in,le�ts, or in channels,
(01
0 drainageways or borrow ditches at risk of contractor. Contractor shall remain liable for any
CIL,
damage caused by the measures, including, flooding damage which may occur due to
blocked drainage. At the conclusion of any project, all channels, driveways and borrow
0
In C46 ditches in the work zone shall be dredged of any sediment generated by the project of
deposited as a result of erosion control measures.
04
12.See Landscape Plan for permanent erosion control measures.
LO S 7RU T SILT -N 7
MOA4UA4&
CE PROTEC770NI SIGN
00
EASEMENT COMMON AREA
Z
2' LOT 1X
InstrLIment"N'o' 61100246:74�,,77,__
0.P.R D,C�T, ALL CONSTRUCTION IN PUBLIC RIGHT—OF—WAY
al
AND EASEMENT SHALL CONFORM TO
CITY OF COPIPELL STANDARD CONSTRUCTION
OGR DETAILS (SEE GENERAL NOTES).
"1 0 WV BM#16
AILIminum marker set in the center of an inlet SEE FINAL PLAT FOR PROPERTY AND EASEMENT DIMENSIONS
on the north side of Bethel School Road., SEE ARCHITECT PLANS FOR BUILDING DIMENSIONS
approximately 104' (feet) west of Hunter Ridge Circle, SEE SHEET 1 FOR GENERAL NOTES
0- Devation 511.13
DEINFON TAP! ROAD EROSION CONTROL PLAN
EXISTING CONCRETE PAVEMENT "IBM#!
Squiare cut on top of curb, center of a 5' RED HAW OFFICE
RCI @ N.W. corner, intersection of Denton Top THIS DOCUMENT IS RELEASED FOR
and Bethel School Road. CITY APPROVAL tJNDER A�JTHORITY
----------- LOT 27R. BLO�CK A. RED HAW ADDITION'
Elevation 509.89 OF L. Lynn Kadleck, PJ"..'. 47258
Date: June 30, 2015 COPPELL, DENTON COUNTY., 7EXAS
DME—LOPER: HAWKEYE COMMERCIAL LLC 214-488-5200
225 E SH 121 COPPELL, TEXAS 75019
PREPARED BY
KADLECK & ASSOCIATES DESIGN DRAWN DA TE SCALE NOTES K&4 PROJECTI
_;TR
ENGINEERING PLANNING SURVEYING
2000 N. CENTRAL EXPY., SUIITE 113 K A
(9-72) 881-0771 PLANO, TX 75074 K&A JUNE2015 1"=20' 08528
TBPE Reg. No. F-6420/TBPLS Reg. No. 100555-00
1/2 1$ I OWEL EXPANSION JOINT WITH EXPANSION 1 . All honeycomb in back of curb to be trowel—plastered before pouring sidewalk,
JOINT FILLER EVERY 11,7' (MAX.) AND AT ALL 2. Lug, may be formed by shaping subgrade to approximate dimensions shown. SLEEVE FOR GREASED DOWELS SHALL HAVE AN INSIDE
3. For sidewalks, against existing curbs, keyway shall be replaced with 6" long — #3 bars drilled 4" into existing DIAMETER THAT IS 1/16" GREATER THAN THAT OF THE
RADII POINTS OUTSIDE DIAMETER OF THE DOWEL AND THE SLEEVES
back of curb and epoxy grouted on 24" centers. ARE TO BE OF A QUALITY AND DESIGN SO AS 'TO
W W W 4. Payment for keyway subsidiary to concrete sidewalk pay item. PROVIDE FREE MOVEMENT OF THE GREASED DOWEL BAR. 6' MIN 5' MIN 6' MIN
A 5. Payment for excavation, borrow, sura stabilization and compaction 'is subsidiary to concrete sidewalk pay ALL DOWEL BARS ARE TO BE INSTALLED PERPENDICULAR ------
I I I TO THE EXPANSION JOINT AND HORIZONTAL. DOWELS TO SEE PLAN
A item,
zi 11 B B BE #6 SMOOTH BARS, 2-6" IN LENGTH AND ON 18"
MARKS 6. Lime stabilization or select borrow material for sub is required when soil P.I. 'is greater that 18, Limits -115" MINIMUM-----m- CENTERS WITH SUPPORTS. .........
L. .... of subgrade stabilization are minimum required.
7. Backfill for sidewalk subgrade shall be lime stabilized soil or select borrow material having ci P.I. not less that
Van Accessible
A 10 nor greater than 18. 3/4L- HOT POURED RUBBER, JOINT SEALING
WALK TO ABUT CURB 8. Sidewalk backfill and sake redo shall be compacted in lifts not to exceed 6 inches to 95% of ASTM D6918 COMPOUND DO NOT EXTEND SEALER Handicap Handicap
ABOVE PAVING SERVICE Parking Sign
density with a moisture content within -2%, to +4% of optimum moisture. Parking Sign
9. 1/2"' expansion joints shall be provided at street expansion joints anid at a maximum 40 foot spacing in line
Ln
with intermediate street saw joints. UJ
REINFORCED CONCRETE SIDEWALK
Z 0--- 7 Z
NO SCALE in
UJ
_J
0
<
hl
1/2" NON-EXTRUiDEC PRE-FORMED Stop
REDWOOD 3 1 1/2
0,C. EXPANSION JOINT
EXPANSION MATERIAL 7#3 BARS AT 18 1�ED
3 BARS 24" O.CMAXIMUN 1/2" NON-EXTRUDED PRE-FORMED FILLER WITH ......- 0
RIPOFF STRIP
BOTH WAYS THIS HALF OF DOWEL TO BE EXPANSION MATERIAL BACKER ROD 18"
00
COATED, WITH ASPHALT SELF LEVEING SILICONE SEALER\
FINISH TO BE LIGHT BRUSH EXPANNI ONI JOINT TYPE "A"
31/8
3'
OR SWEAT
IT R . 3/8' R
1- 2-
L�=- HOT POURED RUBBER JOINT
SEALING COMPOUND DO NOT
EXPANSION'P
THIS
CC
[r\8R
2
3/4" EXTEND SEALER ABOVE PAVING
SERVICE 8' MIN. w/
.4 11Z METAL SLEEVE 6" #3 BARS VP 4" 100' 8' AISLE 5' MIN 8' MIN
4
21-1/2" WADDED PAPER OR OTHER DRY ON 24" CTR'S
1/2" NON-EXTRUDED _J V) FIE 11' MIN. w/ SEE PLAN
COMPRESSIBLE SUSTANCE (n ir, 5' AISLE
PRE-FORMED W - I
#6x24"SMOOTH ROUND Z C)
Ld
BAR 24" O.C, MAXIMUM EXPANSION MATERIAL
WALL.-AGAINSI QUIRE1 DEI61Ld NOTE: ACCESSIBLE PARKING AREAS TO BE IN ACCORDANCE TO -rH E
AS ACCESSIBILITY STANDARDS (TAS) FOR SIGNS, RAMP, MARKINGS,
TEX
ACCESSIBLE ROUTES ETC.
iW
EXPANSION JOINT DETAIL #3 BARS AT 18" O.C. ----REDWOOD HEADER ITH RfPOFF
STRIP
NO SCALE ACCESSIBLE RAMP AT PARKUNG, D ETAI L
SCALE: N.T.S,
EXPANSION JOINT TYPE $91399
V) U) EXPANSION JOINTS
(A (n
UJ UJ
UJ UJ
CK #4 DEFORMED BARS 2--6- LONG 2- 9"-15"
SPACED AT 18" MAXIMUM CENTERS�,, 1/4' MlNiMUM3'ii*1 2 #3 REINFORCING BARS
>� MEA
< (EXTR ) SPACED AS SHOWN SAWCUT FULL DEPTH CURB & GUTTER
PAVING JOINT. ROUT AND BELOW 1/4 T-1
CLEAN BEFORE SEALING 24"1 LUBRICAT)iD SMJOTH NO. 6 DOWEL
�v ata SELF-LEVELING SILICONE SEALER VERTICAL SAW HOT POLRED' RUBBER
TOP OF PAVING BACKER ROD TOP 11/4" NO SEALS G JOINT SEALING C MPOUND
COMPOUND
WHERE:. A KEY IS TO BE REQUIRED THE #3 BARS AT 18" OrC,
NOTED OTHERWISE
MINIMUM VERTICAL DIMENSION OF THE KEY IS BOTHWAYS UNLESS 1/4"
TO BE 1/3 OF THE SLAB THICKNESS (T/3). PROPOSED EXISTING
SEI ECT FILL COMPACTED TO BACKER ROD w/ SELF PAVEMENT PAVEMENT
CONSTRUCION JQIR 95% STANDARD DENSITY TO VERTICAL SAW CUT LEVELING SILICON SEALER
1/8" to 3/16" Wide
NO SCALE BOTTOM OF PAVEMENT BASE
TO BE PLACED WITHIN 48
TOP 1/4" NO SEALING COMPOUND '-3" MIN.
VERTICAL SAW CUT SELF LEVI SILICONE SEALER HOURS AFTER PLACING CONCRETE)
1/8- TO 3/16- WIDE DOWEL SPACED ON ONE (1) FOOT CTR
WITH BACKER ROD (SEE DETAIL) #3 BAR AT 18- O.C. 1/4"T TO CTR, 6 INCHES OFF TIE BARS.
I 3/8"R. 4:12 BATTER NOTE:
T PAVEMENT 'THICKNESS
—1/2"R,
TYPICAL JOINT SEALING DETAIL a 6" 1 NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6
INCH PAVEMENT THICKNESS.
OU IRS
-3/8,��R 4:12 BATTER
172
NO, SCALE
T if 2, LONGITUDINAL BUTT CONSTRUCTION: MAY BE UTILIZED IN
T — PAVEMENT THICKNESS
NO. 3 BARS ON _I
(varies)
CONTRACTORS OPTION.
18" CTRS BOTH PI.ACE OF LONGITUDINAL HINGED, (KEYWAY) JOINT AT
WAYS NO, 3 BARS ON 18*'CTRS. BOTH WAYS
3. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT
3 T = PAVEMENT THICKNESS
HORIZONTALLY BY USE OF A MECHANICAL RIG.
NO SCALE ZI
QENERAL NOTES: NOTE: MAXIMUM SPACING SHALL USE 12 FEET DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL
BARS INTO GREEN CONCRETE NOT ACCEPTABLE.
1. ALL #4 X 2'-6" BARS ARE TO BE SET IN DRILLED HOLES USING EPDXY GROUT 3MED DMiff.-MIT
DOWEL INTO EXIST. PVMT.(2 DOWELS IN THE MANUFACTURER'S RECOMMEND QUANTITIES. NO SCALE BU1T JO,INT
CENTERED IN RAMP SPACED 2' APART)
2. ALL REINFORCING BARS SHALL HAVE WIRE TIES AT EVERY INTERSECTION! (100% TIE). MQ LQLLTffiCURB NO SCALE
61` 3. WHERE NEW CONCRETE IS TO BE POURED AGAINST OLD CONCRETE, NO SCALE
THE OLD CONCRETE SI-iALL HAVE A COAT OF EPDXY BONDING AGENT
APPLIED AT THE MANUFACTURER'S SPECIFIED RATES.
/—TOOLED JOINTS AT CORNERS
5'
—DOMED CONSTRUCTION & CONTRACTION JOINT
Z� PAVERS NO SCALE
0 *0 0 14 :m'0
ti 2%
0 SIDEWALK MAX SLOPE 1:20
.......... CONCRETE PAVEMENT'
2- #3 Bar on 18" Ctrs EW
R.O.W.
1:12 MAX. ago" 135 RAISED TRUNCATED
DOME (TYP)
SLOPE IA O.
C,
15
3' CURB TAPER
o
6" COMPACTED SUBGRAIDE
RAIRRIES EBEE RAME A110MMEIMAL 1281�YES
(x4
W1 CUEB_Jy.IUffi
c"I!, P-18 T 7" 4000 PSI MEDIUM/HEAVY DUTY AREAS, FIRELANES —OF—WAY
GENERAL NOTES: ALL CONSTRUCTION IN PUBLIC RIGHT NOTE:
T 6" 36010 PSI LIGHT DUTY AREAS, PARKING AND EASEMENT SHALL CONFORM TO ALL DETAILS SHOWN ARE FOR PRIVATE
1. BARRIER FREE RAMPS SFIALL BE CONSTRUCTED AS EXTENSIONS OF CITY OF COPPELL STANDARD CONSTRUCTION ...AREAS ONLY.
PAVEMENT, EXCEPT AS NOTED IN THESE DETAILS.
STANDARD CONCRETE SIDEWALKS AND SEPERATE FROM THE STREET DEVELOPMENT AR
_J DETAILS (SEE GENERAL NOTES). r9
\-
2. MAXIMUM SLOPE ON RAMP PORTION SHALL NOT EXCEED 1" PER FOOT AT DETECTABLE SIDEWALK
ANY LOCATION. VERTICAL DISTANCE BETWEEN STREET & RAMP SHALL WARNING
rT NOT EXCEED 1/4". PATTERN SEE FINAL PLAT FOR PROPERTY AND EASEMENT DIMENSIONS
SEE ARCHITECT PLANS FOR BUILDING DIMENSIONS
3. DESIGNS SHOWN ARE FOR 6" CURBS. FOR CURBS WITH HEIGHT GREATER SEF. SHEET 1 FOR GENERAL NOTES
THAN 6", DIMENSIONS SHALL BE INCREASED PROPORTIONATELY.
DETELIABLE-WARNING..........F A TT ER N
M TYPICAL CONCRETE PAVEMENT SECTIOR:
4, STREETS ON STEEP GRADE WILL REQUIRE LONGER TRANSITIONS ON
UPGRADE SIDE, NO SCALE DETAILS AND NOTES
S. LOCATION OF BARRIER FREE RAMP MAY BE SHIFTED TO, CLEAR RED HAWK OFFICE
7-
OBSTRUCTIONS WITH THE APPROVAL OF THE ENGINEERING DEPARTMENT, THIS DOCUMENT IS RELEASED FOR
CITY APPROVAL UNDER AUTHORITY LOT 27R, BLOCK A. RED HAW ADDITION
OF L. Lynn padlock, P.E. 47258
Date: June 30, 2015
[U) PREPARED BY COPPELL, DALLAS COUNTY, TEXAS
KADILECK & ASSOCIATES
DESIGN AWN DATA SCALE NOTES FILE NO.
ENGINEERING PLANNING SURVEYING
xi
20100 N. CENTRAL EXPY., SUITE 113
(972) 8181-0771 PLANO, TX 75074
TEIPE Reg. No. F-6420/TBPLS Reg, No. 100555-00 K&A JUNE 201di NTS 08528