Carter Addn 3-SY110119m
0
GRAPHIC SCALE
W
( IN FEET )
Finch = 60 M
NOTE: THE CLOMR REQUEST IS JUST FOR THE
CARTER ADDITION PHASE III DEVELOPMENT. THE
EFFECTIVE FLOODWAY IS NOT BEING REVISED.
BENCHMARKS:
2
7
6
Y_\
' I 486— \
z / a
-PROP
I \ ! , I \ \ , CARTER DR.
i \\ \ \ '` ' ` ' \ \�1 jf�AR T - ADD p ;��1 _ -__-
\\ CARTER ADMON
PHASE it
VOLUME 99147. P090 00026 C
3: ! \\ \\ \i \ 1 1 `2 1` _ a�'/ // t i 1 \\ \ \u/ "4 7 E
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1 1 Q )\
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2
Cl-
2. CITY OF COPPELL BENCHMARK X16 -
ALUMINUM MARKER SET IN THE CENTER OF
AN INLET ON THE NORTH SIDE OF BETHEL
SCHOOL ROAD, APPROXIMATELY 104' (FEET)
WEST OF HUNTERS RIDGE CIRCLE.
ELEVATION - 511,13'
ova
�• fJd -SOoE 0,410
NO.I DATE ( BY I REVISION I
P
THESE CONSTRUCTION PLANS WERE PREPARED
UNDER THE RESPONSIBLE SUPERVISION OF J. < °a
p....
CASEY ROSS, LICENSED PROFESSIONAL ENGINEE6r 0
NO. 92272. _ _ t. / w'
yl/ r0 �jOENSF9'4
aa`°
INE CREEK CLOMR
EFFECTIVE FEMA
FLOODPLAIN WORKMAP
CARTER ADDITION PHASE 111
CITY OF COPPELL
DALLAS COUNTY, TEXAS
DOWDEY, ANDERSON & ASSOCIATES, INC.
5225 Village Creek Drive, Suite 200 Plano, Texas 75093 972 - 931 -0694
STATE REGISTRATION NUMBER: F-399
DESIGN DRAWN ICHECKEDI DATE I SCALE I JOB I SHEET
JCR DFB JCR JAN. 2011 1 " =60' 07111C 1
1
PLATE NO.:
IS
GRAPHIC SCALE
O/ u
( INT FEET) � � � i I , \ \ �\ \J (T ! } 1 1 / / \ \ � \ � ` � — � y
I inch = 60 ft. I 1 // �\ n / kg6 \ 1\ i / �/ / / \ R
! t\ I\ }� _ -P R 0 P �� ~ \/ , /4 \� I \ \, \\ �, r• CARTER D / j C1 tj
7 t \ \ �/ , , \ S \ \ / CARTER ADDITIOH
/ \ / i e PHASE II !-
fY ! \ \ \ \ \ ' \ 48 f _ / 1/ f \\ \\ t `\ / I_ — — VOLUME 99147. page 00026 t,
cc
_ \\ \\ \\ \ ,� h
" w OF SECTION \ ATION SHOWN UPSTREAM
NOTE INFORM
62 AND DOWNSTREAM OF 59 IS SHOWN FOR
INFORMATIONAL PURPOSES ONLY AND IS NOT PART Z i `: \\ \ \ \ \ \, \ \ \ \� "�R' '
_
! ! \ \ } \ t 1\ \
OF THE CLOMR REQUEST. THE CLOMR REQUEST IS ! \ , \ , ti L ODPLAI�i 8f'�u,\
POSED CARTER ADDITION PHASE ° ! � } t ' ' ' \ ' ` ' ' ' ' "�A1/ X11,1'
ONLY FOR THE PRO , } t , / � 5RPLAI
O0 1 1 i} �' \i \} :I 1 t l ! 1 I , t /f°��\ }� i1 \i, ^ \— ! 11r1 1r\I'
EFFECTIVE FLOODWAY IS NOT , Ima 1 } ; \ ' Al -- 1 }, - �' 1,r' y r PROPERTY
III DEVELOPMENT. THE 6 o \\ \ �r \j ,
'I• wrr1�I `1- \ I,} 1 \ 1� , 1 kf / r,f -- rns�Nw.i LIME'.
-- BEING RE— RE
s, O rn ro a 10
rocs CO w�c$
SECTIONAL GEOMETRY � �. THE EXISTING CROSS
NOTE: , 1 t
l t i , i l� \ / rn
FOR GRAPEVINE CREEK WAS TAKEN FROM THE , / I I 1 %k7k'-
EFFECTIVE MODEL GEOMETRY. HOWEVER, THE , _�`' , #�'�►' ,' '',` `
`
WORKMAP IS ' '
TOPOGRAPHY SHOWN ON THE
ON— THE — GROUND TOPO AND WAS USED TO LOCATE ;kges;'► Z/ , I / ,— \ , ! %; �/ ; , / A
E FLOODPLAIN LINE ON THE NORTH SIDE OF H '' 1 j r�
9 494- �'� � m
GRAPEVINE CREEK GIVEN THE 100YR WSEL'S J'o ��` "489- '
CALCULATED BY HEC —RAS. ' �$ 2
/
\y -48 / / , REpLAT CARTER ADD. /
! ..1 -k9• -- / / i / / / / / f
ME 2002035 /PAGE 00016
\ ( ! {• 10 -477'
\
O-474 -. = r >✓ ,:.. / ,! ,:::: . :;, � ,: . .,. .,
-- --- -473-
--470—
Z, --------- ' PROPERTY
N� < EFFECTIVE FE LINE
/
�►� FLOODWAY �- -
/ / /
10
-m •.. *.
to
CASEY ROSS 4
. 97272 R
�rCENS`'q' e°
4
I aDNo e4,m°
SIDE OF AN INLET ON THE WEST SIDE OF , / j �°
F BARBARA � ,� /' ��/ ���tE�W� GRAPEVINE CREEK GLO
IN FRONT 0 J / �T��t- / EXISTING FEMA
MOORS ROAD � / / ��,o��E9,��.4N ,
AUSTING ELEMENTARY, APPROXIMATELY 73 / �/ / o ,
(FEET) NORTH OF PHEASANT LANE. '
ELEVATION
— 508.48'
/
2. CITY OF COPPELL BENCHMARK #16
i
ALUMINUM MARKER SET IN THE CENTER OF
AN INLET ON THE NORTH SIDE OF BETHEL NO. DATE BY REVISION
SCHOOL ROAD, APPROXIMATELY 10-Al 1
(FEET) WEST OF HUNTERS RIDGE CIRCLE.
ELEVATION — 511.13
FLOODPLAIN WORKMAP
CARTER ADDITION PHASE 111
CITY OF COWELL
DALLAS COUNTY, TEXAS
&F OWDEY, ANDERSON & ASSOCIATES, INC.
FA 5225 Village Creek Drive, Suite 200 Plano, Texas 75093 972- 931 -0694
STATE REGISTRATION NUMBER: F-399
DESIGN DRAWN CHECKED DATE I SCALE JOB SHEET
)CR DFEI 1CR IAN. 2011 1 "=60' 07111C 1
1
PLATE NO.:
0
V
\ ...>
GRAPHIC SCALE
W as o bn +ao c / I / I1 v " �.,✓ " / 04 2
to
( IN PLOT) 7 w ( / / / I i \ \ / G
I inch = 60 ft. e I I / _ 486— \ 13' C$'t'F I 1 \ \ \ \ \ O C
` _ a
\ \ \ \�\
to '' L
\, I I l r\ + I �\ \\ \� \� \ \� �` r' CARTER DR. , u
\ RZ ACCT I ;��b \� ;� ' �>s ___ _
r \ y- / ' \ a
NOTE: INFORMATION SHOWN UPSTREAM OF SECTION I \� ` ` �` \ 4g JI — — — ""sE °nom
J i \ \ \ \ 1 1 ` `` ,�\ 1 \ `�\\�
62 AND DOWNSTREAM OF 59 IS SHOWN F 0 R J I � � � � ` ' 1 \ .�► 'A _ ' ' � �� � \` oo YOLUME 99,47, Page 00028
9 1 11 1 \ \A Aa�', /' . I 1 ,, \ t1 1 \!\ I'471 ,� C
INFORMATIONAL PURPOSES ONLY AND IS NOT PART
Z \ \ \ \ 1 \ t 1 }� � ,ii ° 9'' ~�% \ \\ RbS�0`FEFAA
OF THE CLOMR REQUEST. THE CLOMR REQUEST IS I 1 '� 1 A
-! I i //% -
JUST FOR THE CARTER ADDITION PHASE III , , , 1 , , 1 , „r.�, : tFLOODPLA A11I"
DEVELOPMENT. THE EFFECTIVE FLOODWAY IS NOT , $ , , 1 1 } l r / - �J SdOy''R- DPLAI
BEING REVISED. ; I Ima I , } r J }
. "PROPERTY ' .S'
- --� LINE
NOTE: THE EXISTING CROSS SECTIONAL GEOMETRY ° , I
z rn co L. W m ro n a tD n N m ^• vr N -�. , , //
FOR GRAPEVINE CREEK WAS TAKEN FROM THE
; } �' ,' ;'''''`' v/. ///f/
I a 1 I /
%'
EFFECTIVE MODEL GEOMETRY. HOWEVER, THE J I I ' f `� ,a6 '-J' '' '
/ i I I + }fit / ° z /„ / ,�/ c I \ / '
f c�► V'i f J + / - // i / ' % J / V� f /� -Y J
TOPOGRAPHY SHOWN ON THE WORKMAP IS ON THE 4' "
GROUND TOPO AND WAS USED TO HORIZONTALLY
LOCATE THE FLOODPLAIN LINE ON THE NORTH SIDE
OF GRAPEVINE CREEK GIVEN THE 100YR WSEL'S / e ' ` +' (� '
CALCULATED BY HEC —RAS. ; �� ,�� sg- J, o /, / �,�,� �/ , �� �.,
, / / / / /
2
-479,
/
REPLAT LOT 1 ADD.
,0 CARTER /
"PACE 0 06,6
-477 E4
/
-470' IJ�✓
O `
'it I i 474'-'
74
ov
°Enz PROPERTY
LINE
OF
_.,. ..
CI -�i ARKS. ;
N /
THESE CONSTRUCTION PLANS WERE PREPARED
UNDER THE RESPONSIBLE SUPERVISION OF J.
COPPELL' BENCHMARK 14 ,
1. CITY OF , ..... .............................10
CASEY ROSS LICENSED PROFESSIONAL E GIN ER 0 J CASEY ROSS o
ALUMINUM MARKER SET IN ` THE NORTH ,EXIST G'CRK N0. s7 z. // ;..........
T SID OF ' / / / E 4P� /�%� ENS�m
WEST E R "
SIDE OF AN INLET ON THE E CENT R LIFE P
MOORE ROAD IN FRONT OF BARBARA
PY�„� t ��ay GRAPEVINE CREEK CLOMR
AU
STING ELEMENTARY, APPROXIMATELY 73 / � / �,� R- wp,.�� � �,�,t -�
(FEET) NORTH OF PHEASANT LANE. / '� � �"�'� PROPOSED- FEMA
/ / / O�g PKEP /�IAE ��' /'
ELEVATION — 508.48' � � ,' / � V FLOODPLAIN WORKMAP
/ CARTER ADDITION PHASE 111
2. CITY OF COPPELL BENCHMARK #16 — '
/ CITY OF COPPELL
ALUMINUM MARKER SET IN THE CENTER OF ter'
AN INLET ON THE NORTH SIDE OF B E TH E L DALLAS COUNTY, TEXAs
r�r
SCHOOL ROAD, APPROXIMATELY 104 DOWDEY, ANDERSON &ASSOCIATES, INC.
�r NO. DATE BY REVISION 5225 Village Creek Drive, Suite 200 Plano, Texas 75093 972 - 934694
(FEET) WEST OF HUNTERS RIDGE CIRCLE. •'� STATE REGISTRATION NUMBE R: F-399
ELEVATION — 511.13' •- .�,r,t,i-�'"" � DESIGN DRAWN ICHECKEDI DATE I SCALE 106 SHEET
1
JCR DFB JCR JAN, 2011 1"=60' 07111C 1
PLATE NO.:
\\ I 10 1
Tw4> 9 NORTH LAKE WOODLANDS 1
VOL. I
{Bye 47 ) LOTS 5 -10. BLOCK 1 O
( 94133, PG 5097
I
I I I
8 7 6 I
I I I I I {\ I I I I 1 1 \ O�Nkoo 1NV14 495. I
p2.2- - 4.7 W 493.
476.4 \ ` 48.8 412.6 10 +00 I V 487. _- +4 - -4 0,0- 492. - \ 5 I
\ \ __ � -NV 90 1�' - - I-- it - 494.9
\A \ \ \1 \ \ \ \486.9 4827 \ 490.4 $ F00 1 V 49 -1 -iE
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\10 490.E I _ - 4i30�X 491. \ \ \ \ 43.7 \
I I \ \ \ \ \ v \ d°- \ \ \ \ \ \ 7 > j > \ w 492\ -� Co - - - - 493 -'_ 7 of �--- 493.(T \ XO R`9G 00 47617 \ \ \ i\ \FF� \482`.\ 487.2 \. 49 �\ _ 6 m -"" 5 .� \ x \\ \ \
a I .PI a .la a I I t 0 n .P .P l 7t i >?/ Q> Q/ Q/ v \� �Q \R 7�p \ \ - - - -492 - - '"" et \ 4 \ \ \ \y \ \ \ � R9S 'g
475, k1 J IJ7 J (Q � Ph W CA W W �.� 8(Q. 8J \ �rn/� p- - - - I \ \ 710 "A
403 tP O 1 d cA ? 6' \ FP 489.9 •�' •/ \ 9 \
i + t \ \_ I _ _ \ \ \ a \ \\ ` \ j FP 4903 - - -- \\ \\ \ \' \
I o t \\ \ \ \ I # \ _ \ \ \ \ \ \ \ \ _ 491_ ` -FP -490.8 /� FP 491.2 \ \ \ � I 1
GRAPHIC SCALE
_SIR EY ABSTRACT -4go w \ \ \ \ �� \ t\ 495 \L\
I \ \ \ �AEFf?E�LOG- SpON\S VttY. ABS CI NO. 783
PROPO ED 20' WIDE \ \ \\ � \ \ \ \ \ \ � � � � � _ _ \ _____ _ = - - \ � \\ \\ \ \ \\ II \ \ \ \� /� ' b ° � '
_ -v
SANI ARY SEWER \ \ \ � \\ \ > \ \ \ \ \\ � ��\ ,�\ "-,, \\ \ \ t-
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\ \ \ ,� 4.sq \ _ 482.8 TW 487.8 "5�W 488.3 TIN 88.3 ass 7 \ \ \ \ / \ { 1 \ / 79
\EXISTING 0' WIDE \ \ \ \ \ \ \ \ \\ / / T�X76.75 TC 480,,44 ) B 484.8 4$8:7 490.8 G
-487- ----
SANITARY SEWE \ \ \ \ _ `TC 482.611 r e 483,8 Q
R \ \ -F \ t - ! %y
\ EASEMENT \ \ \� \ \ \ \ \ \TC \474 e. / ,9 +00 / - -� \ � ` - �' - - - - - 4x3.11 _ I Bw ass.4
\ \ \ TG 476.30 8 +00 Z - -486 � r }TC }8 .57 7C \ 8
\ \ \ \ Bw 47 , \ - _ - - -7 +0o HERITAGE OAK COURT �_ 85 07 Tc !� \ 93x \\ j\ \\ \ _ �/ \ X \\
495.5
I I I BUJ 47x.5 T 481. _ (� \
\ \ \ \ Q\ <r \ \ \ I I TW 7$. 4780 = Tt' Mg2?E5 -485' - - ' 5 +0Q 48 >6 �° \ \ \ O \ \\ / \ N \
03 O \ \ \ \ \ \ \iW \ \ / j> \ 48\4 82 7 TC 4�3 D0 IC 483.45 J
tP -484' - 0 \-8
\4 O - 483.2 / 483.7 rC 48S JR � \ \\ / AQ \ �O
\\FP \4S0t5 82 \+ a83 - 822X-
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\ \ \ \ \ \ Res \ \ \ - _ _ - - - -480 , \ / / / \ / X
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401 \ \ \ \ / /ii 474-
\ "" ` k �( \ �8 \ \ ° T f - - 473 - \ \ ` \ i
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472- - _ 7 \ \ \ \\ \ \ f \ \ ATMOS- G ESMT oI
\\ 471 - � ` u \\ \ \ \ \ \ { / � -"
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��> > s ` \ i \\ \ \\ \\ t ! r 0 470 \ \ \ \ \ 6 5
F#
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FLOODWAY 4 \ k$4• �\ t 1 / x \
\ \ \ \\ \\ \ \\ �/ ��`� �� O \ / I , \ s 85- /
480.7 ` �-
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480 B
9 2
PROPOSED 20' WIDE \ \�\ \\�\\ \\ Tp e 4R >> // 478 o ass / J� �� - - - - \ ^ "� i / / /// / 1 I /g5 /- \ CARTER ADDITION
SANITARY SEWER \ \ \\ r > . j n o 1 / I° �\ 1 �' VOLUME 73053 PAGE-166
EASEMENT \\ \ \ \ x'� I I \ c g� 33 s v 3 /-f- �_ FP/ e . /
s m / xa\ s
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EXISTING 20' WIDE \ \ \ \ \ _ Tw 47 // \ \� / / / / I r d /
SANITARY SEWER \\ \ \� \ \ \� \ 47y r '�/ \ ... \ / / / A /mp g�� 6`' a 7
EASEMENT \\ \ \ \ \ ��\ \ \ \ - 73,cp�� - 4l �_ rv✓ 473 9 \- 1- .t i % / .. I 1 ' „j ka° 7
4 ? 4I
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4751 DAPPED FEMA
/
�OODPLAI;1 _/ \ i /� f -4 2. 4
JJ � ���iJ,1 I � i/ Tea �R�s 1 ! / �`°`�• / // // /
%
12 / / CARTER
q�tE CIF n�FIlnQ
BENCHMARKS: C
CITY OF COPPELL BENCHMARK #14 - ALUMINUM MARKER CITY OF COPPELL BENCHMARK #16 - ALUMINUM THESE CONSTRUCTION PLANS WERE PREPARED a °�iqP• �9J'a0
SET IN THE NORTH SIDE OF AN INLET ON THE WEST SIDE OF MARKER SET IN THE CENTER OF AN INLET ON THE UNDER THE RESPONSIBLE SUPERVISION OF ,1. a °� * 0, NO. DATE BY REVISION DOWDEY
MOORE ROAD IN FRONT OF BARBARA AUSTING ELEMENTARY, NORTH SIDE OF BETHEL SCHOOL ROAD, APPROXIMATELY CASEY ROSS, LICENSED PROFESSIONAL E GIVER 0 ................................ t 5225 Village C
APPROXIMATELY 73' (FEET) NORTH OF PHEASANT LANE. 104' (FEET) WEST OF HUNTERS RIDGE CIRCLE. NO. 27r2 0 ... ............. „-•,,,,•.,,,,,,,•o
ELEVATION - 508.48' ELEVATION - 511,13' ! 0 97272
TA .f I n n � .nit _ i 1/J 1,
( IN FEET )
I inch = 40 ft.
J
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PI ATG Ivn .
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