Carter Addn 3-SY110427m
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GRAPHIC SCALE
EiU
IIIIIIIII-� _
( IN FEET )
I inch = 60 ft.
,H0
NOTE: THE CLOMR REQUEST IS ONLY FOR THE
CARTER ADDITION PHASE III DEVELOPMENT.
DA IUM NU ILS:
NAVD88 WAS THE DATUM USED FOR THE
ON- THE - GROUND TOPOGRAPHY WHERE
N AVD 88= N GVD 29- 0.056'
a
7
12
D Ll
OPC
CARTER DR
7 \ \ \ 1 j I / / \/I j \\ \\ \ 1 1 \ %/ / S ` — — — — — CARER ADDITION
C
N I \\ \ \ \ \\ / rI" —' / \ } I \ \ \ \� �\ / (— `" PHASE 11
/ , VOLUME 99147, Page 00026 C
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2. CITY OF COPPELL BENCHMARK #16 -
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'
/ � — / J / / / / / RPp10 •(K � 1 ��gy7pGE � � / i s� ! 1� n-
Ong p5
IF OODPLAIN WORKMAP
CARTER ADDITION PHASE HI
CITY OF COPPELL
DALLAS COUNTY, TEXAS
DOWDEY, ANDERSON & ASSOCIATES, INC.
5225 Village Creek Drive, Suite 200 Plana, Texas 75093 972- 931.0694
STATE REGISTRATION NUMBER: F-399
DESIGN DRAWN CHECKED DATE SCALE JOB SHEET
JCR DFB JCR APRIL 2011 1 " =60' 07111C 1 1
PLATE��
0
d
3
0
d
a
a
M
z
9
0
U
0
0
GRAPHIC SCALE I / / vv, v� I : vv 12
W 30 0 50 z .- I
IN FEET / / I 6
I inch 6i0 M I / 1 , 486— — \ \ �S <$N ! \ ` _ — — \ \ \ \ f N Ll
�w I `'Op w
o ''� DO]- tom,. CARTER DR. ,�'� c
v �� rCW TE. A TI �Jv�v� , �v 7 � � - u
NOTE: INFORMATION SHOWN UPSTREAM OF SECTION i ` ` \` , \ \ 4 ` \' } ` ` \ \'\ ' -- 1
62 AND DOWNSTREAM OF 59 IS SHOWN FOR \` �, ` ' \ ,` II�- f '- I \ CARTHASE11110N 28
INFORMATIONAL VOUIME 99147 Page 000 C
PURPOSES ONLY AND IS NOT PART
4 71 <
OF THE CLOMR REQUEST. THE CLOMR REQUEST IS _, g , \ \ ,�—t4► / /Rn "s. -_ \\ \ I �, / I �, \ -
J ma \ ) 1 / //� \
ONLY FOR THE PROPOSED CARTER ADDITION PHASE o wa , } c , 1 , 1 _�� / 4�,�, ;`\ ` \, �, - ' ! �;;; , �,
III DEVELOPMENT.
i� \,- , I /� / 11 \ii i�j ,—
��' 1 i ! i � _ } t l 1
1 ! i i I I t 4 i 1 \i 1111 a �l
I s z 1 I 1 }. \ 1 11 X 40
—
: ,
- _,�,_,;,.� � � .. � PROPERTY -
NOTE: THE EXISTING CROSS SECTIONAL GEOMETRY a I f `; 6 "'o4�� �;� - / /( /tr_ (: ,/; f 11 '� - - CO
00 FOR GRAPEVINE CREEK WAS TAKEN. FROM THE
EFFECTIVE MODEL GEOMETRY. HOWEVER THE {
9 { O 0� rr %� } } { 1 1 i t t+.,,,
TOPOGRAPHY SHOWN ON THE WORKMAP IS �{ 'S> G� ' '' "''/4'` " / " /'''- '' I I / ' • ' '
ON— THE — GROUND TOPO AND WAS USED TO LOCATE f 0/YR
THE FLOODPLAIN LINE ON THE NORTH SIDE OF f� tp O�YI 0?
GRAPEVINE CREEK GIVEN THE 100YR WSEL'S 9.�► '''' �� ` '
/(%� 490 rn \ \ / f J i f
,4a9 rya / (1J (/ / / / / / 1 '
CALCULATED BY HEC —RAS. `' \ '
// tip Ogg. / \ /tA 1 ! J / �' / /(r ' / ;' //f /'/ f / ` ��
DATUM NOTES: \ �► a �� / ,, / / / / '
\ \\ o.l� ��� / l� /// / '/ / /' ��� / Z
NAVD88 WAS THE DATUM USED FOR THE \ \tA -, -4a / / �',', ���� ,/
ON— THE — GROUND TOPOGRAPHY WHERE ', 484
\ \ �
NAVD88= NGVD29- 0.056'
—,E
1 — '469 —
ti+ -PROPERTY
Ole
EXISTING FEMA LINE
to FLOODWAY
_
i
PROPERTY
LINE
BEN
EXISTING FE
100-YR FL PLAIN
1. CITY OI= COP'ELL BEiMARK 14 aq of r
w atE......Fa
f .r.
FLOODP a P.
LAIN
/ =:� THESE C
' e <" . " -' - - - CONSTRUCTION PLANS WERE PREPARED
ALUMINUM MARKER SET I N THE NORTH / 'EXIST G VR / i / UNDER THE RESPONSIBLE SUPERVISION OF J.
Q
CASEY 2 ROSS, LICENSED PROFESSIONAL ENGINEER 0.....J. CiISEY R65S....,�
SIDE OF AN INLET ON THE WEST SIDE OF CEfi R LINE f , RpP Z o ..... ........................:.....,
p 97272
MOORE ROAD IN FRONT OF BARBARA '
AUSTING ELEMENTARY, APPROXIMATELY 73' �s ° ° °p°"; °ohm
Ra�„� R,��� Poo ; t Y GRAPEVINE CREEK
(FEET) NORTH OF PHEASANT LANE. / S 11M9 % o CLOMR
ELEVATION — 508.48' �' ° - 00 - EXISTING FEMA
' FLOODPLAI
' N WORKMAP
2. CITY OF COPPELL BENCHMARK #16
ALUALUMINUM _ _/ - l* CARTER ADDITION PHASE 111
M M MARKER SET IN THE CENTER OF _ _ _._- -- 1
AN INLET ON THE NORTH SIDE OF B E TH E L / � CITY OFCOPpELL
DALLAS coulvTY, TDws
SCHOOL ROAD, APPROXIMATELY 104'
NO. DATE BY REVISION DOWDEY, ANDERSON & ASSOCIATES, INC.
(FEET) WEST OF HUNTERS RIDGE CIRCLE. 1 5225 village Creek Drive, suite 200 Plano, Texas 75093 972- 931.0694
ELEVATION — 511.1S ka STATE REGISTRATION NUMBER: F•399
DESIGN DRAWN CHECKED DATE SCALE JOB $HEFT
JCR DFB JCR APRIL. 2071 1 " =60' 07111C i
1
PLATE NO.:
i I
FUq( S E�`� 4D3•I$ I i
I
100 P OR P
1
YR WS i I I
I
I BIN �}
470.9 477.5 ae40 10 NORTH LAKE WOODLANDS a I
I \ I 751 + , TW 47 VOL 94133, BLOCK 1 I
75.0 T'N TW t�`�+�.,,,
' i o 75,3 415.5} , aW..4, 7s• LOT 2X 7 LOT 2X 6
\I a r I f BLOCK A 8 BLOCK A g I �_
487.7 492. 495.0 4 7 493. 492.1
...� - 494.9
b \ \ INy 487: 7 - ^--i- 'xINV 4900 i- NV-4904"i - I r ! V 49 - �- �INV 4913 i- - • -+i \ \ I (sJ�1�PHZC SCALE
y ` 482.6 10 +00 9 +00__� .._�a +oo 7 +0Q s +oo All A.S +Qo
vi I I 4716.4 \ \ 48A 8 } \ 486 9, 487.71 \ 489:6- -490.4 -490.8 491.3 491.
X 494 r490.VX 490.E r 450-9 - 493.7 \ \\
u I w 20 a - ao ,�o
1
Z \10 \ 1 t \ -- O 493.4 \ \\ \\ Op
I I } I I } 11 c \ \ \ \ \ \ \ \ 9. o°o s, - 7 o J a d \ x \•
\ \ \ \ v -� -493 co r o - ` \
> r � .r 6 m 5 4 \ \ \ \ �co x9s 9 I IN rc> T )
1 If I } } 1 \ \ \ \FFj \482. / FP 487.2 \ ` 7 _ \ _ - ; \.
t ` ag .- \ 1 inch = 40 £t.
p I i I FP 476. \ \ ? / 1 \ �s _ _ _ . _- _ -492" Q °\ i
ps; \x Q. Q x Rrn �� v8 A89 p \ \! e I
v��o kt3 5a r fl p. a. FP 489.9 499,3- - - -
p6 , c4 �� s� \ `\ j FP - j FP X90.$ /j FP 491.2 ` \ \ I t\ \ I 4
V^ � LEGEND
4s�s -
S II o
pOl(R W ( \\ \ \ \ \ o \ \ 1\ \ \ \ o \ \\ \ \\ \ \\ Q / \ \\ \ \ 1\ x" / s>� I - - - - -- - - - - -
636.4 Spot Grade
1 I \ \ \ \ \ \ \
Ida
m \ ` ro - - -- 00 �g o7 m \ \\ / O p - - - --I EX TP
\ \ a \ \ o - - - - \ \ \ \'� y Existing To of Pavement
\ _ �' m 1 / c, \ 637.9 9 P
/ \
\ \ I
638
-------------- - - - - -- 3 Top of Wall Grade
PROPO D 20' WIDE \ FP 49�J.6
SANI ARY SEWER \ \ k z \ Tw ars.6` TW 479.s nx 4aa.7 as 7 Yw dal4 \ iW 487. / ` / 7� ' \ j` \ " \ /f A9a�� s3a,3 Bottom of Wall Grade
EASEMENT \ \ \ ` ` ew 47b -o \ Bw 479 s a 4 0.7 - - -- e a - . TW 5187.8 Tw 488.3 ' TV 88.3 488.7- \ `4sa TY7 490.8 \ \ ,
\ \ \\ \ �\ \ yy \
\ \ \ ago\ \ \\ C \4. ! C 476.75 TIC 480.,44 " ~ TC 482.61/ BN 484.1 , J \ \ �4 \ \ \ \ f Flow Arrow
~ \ \ 482.8 487 - - - B 484.8 , / •,,, / t 8 486.7\ p
\ \ \ 11y a \ \ \ \ \ poyl \� 495.5 °635
\EXISTING 20' WIDE \• \ t - - _ - TC "483.11 � --,TC 4 &3.84 > TC @Iy Sg \ \ \ - A \ _ Existing Contour
- d / 485.48 \ y, \ \ \ \ f 9 x 9
\ -- 7+00 s� - = �---�� _ B \ o \ \f \ l FP 552.E Finish Pad Elevation
SANITARY SEWS \ \ 8 +00 + -' - ? I - -,- - tc w a `s
\ R. \ \ \ ` \TC' '` TC 476.30 \ \ � I� - 'v -7 +Q0 -" � f: � 4g 1 0� \ \
EASEMENT \ \ \ , V \ d o \ \ \ - - - / 5 +00 6�
\ . `� \ T 481. l f co N \
d v\ \ IBW 47 i BIN 476.5 u -TL' 48T�}5 -485` TC 48300 C 483.61 4Op Q \ \ \ ° \ f \� O
�� f� �w \ � aa/ / s
+ \I } t TW 4 \7$.0 \TW 478. \ 481.4 W 82.1 _ .484 483.2 483.8 rC 486.53 NOTES:
/ \ - - -- \
\ \ \ \ \ 0 1 m \ \ \ \ \ \ `� \ _ -o _ As2 _ __ _ \ 48s.7 t I / �i 10 / u� \ \ 1 1. Finish Floor - OJ' above finish
00 -483. r 1 / ) I f t s \ 2. Grade at front property line 0.2' above curb.
Q�p 29 \ \ m \ >c \ } \ .P �- �' \ \ �\ \ \FP \4$0.5 g82 � 8 \...= - -� � -- r--=- � ( / l � � I /�` / `� \ \ \ pad.
.)F•\'� �`� `\ \ \ �` \ \ ' `\ x480.3 - - / ! 1 t I t �' \ \ 3. All fill shall be placed as specified in HUD
- - -- - `- �ti/ tc sr9 Ff� \495. \\ 2 \ i o 2 9 P P
- 482- / i / data sheet -79 and per the Geotechnical Report.
\ \ \ -- 00 T I - i \ t \ x \ F s g2 \ ��^ 4. Grade slopes away rom building ds
O`>V �\�', \\ \ \ a'� + \ \` \ \ ` - ! % ! 1 �\ / 488.3 \ 5 00 9s I \ \ ti s with a m n. fall of 6" at points 10' or lot line
--481 _ - x / \ \ \ e ' P { )•
1 5. Driveway gradient shall not exceed 127a
---480, •\ \ / J i \ // / I I r ssz''s f \\ \ po tis\ 6. Solid sod all areas where slopes exceed 4:1.
FP X82:5 \ / 7. Retaining wells /drop ledge/exposed 9
\\ \ \ \ A \ \ 9• _ -. - - -- - - -- 4 r9- - - - - I \ FP 484.3 1 / FP 4$8:5 "" 9 T \ \ 1 \ g /dro brick rode beam
_ - _ FP 86.5 \ i /f o \ \ \ ?� required where slopes exceed 3:1. Builder has the
�\ 479.��
1.�, discretion to use one, some or all to achieve grades.
4�a EXISTING' 5 Mut
ro \ 2 \ 8. See next sheet for grading details.
MAPPED FEMA \\ \ \ \ �3 \ \ \ \ %s ° - -473 -- \ \ ATMOS G a \ ` \ \
\\ ` \ \ \ \ t , \� \ i / \ ( /\ ESMT \ \ i \\ \\ \ \ \ 9. The retaining walls shown are for horizontal and vertical
\ FLOODPLAIN, \\ x' ( \ x \ �$" \ \ \ \t\ \ l /' 'QO a72- _ 7 \ g
47}- _ - ~ ~ ~ \a \ ' \' \ \\ \. 6 a 5 i 1 / o / \ \ ` \ \ /- \ locations only. Refer to the geotechnical engineers report
\ \ F \ ll \\ \ { / `ssx ~ ~ ~ \ \ " ✓ / / a\ x90 \ \ \ 4 and the structural engineers plans for proper design
\ ��i Qj \ ♦ \ \' 1 i\ \
\j ( / aR 470 ~ ~ \ \ \ 1` \ \ \ v / / \oaf \� xp \ \ \ \ of the wall and backfill required.
PROPOSED FEMA \�\ �s > \ p r `y �, \ 11�h1 id\ t t 1 z4ss \ \ \ t 0
FLOODPLAIN o s 8 \,. -- . ., c, ,. \. .. 468 1 z r \
3, , t \ \ \ -
\ \ -\ \ \ \ \ \ \ \ B
,\ \ t � \ ... 1, ."'�' _1- .� -r:_, _ :; ,,. ... � ��' / C, x FP-493.I4
479. \ \ \ \ \': \\ \ t \ \481.9 \\ `x f -4
\i\ \ \ ` \\ ` 1 , \ ! t ! 4 •> Si N }- 1 -i - - INV
-7s I / ✓> \ \ 1 \ t \ o 0
\ \ l \ \ \ \ ! 1 t 1 I J \ 3 as \ \
\\ \ \ `6x il'` \ \ \\ \ \\ \ \\ \ \,1 1 / 1 f a/ \
\ \\\ \ o \ A\ \\ \ \\ \\ \ \ a I t f ! I'I \ O 6' - X' i 1 /
1 ; I � \ N a \ '�� ~ Q \ � \ \ \ / \ •�`� DESIGN
I 1 m �_� ✓
\ \ \\ pry uy \ \ \\ \ \ \ \ \\ / ljf. Oat. \ s X q \
\ \\ \ \\ \ \ \ \ ` y 471- 1 m ! x _ys1.a it } s ass FP 489.0 To ; \� - // 491:8 f N� o �/` 2' PAD 2.
\\ ` -
p \ \ \I \ /
\\ '\ \ \ y #> •8 \..\\ � � �a71F�.3/ �' / ! / 1� ; / �„0 � - .._ ._ as � I/ J
\ 485- Excavation
\\ \ \ \ \ Oa. \ \\ \\ \ \ \\ \ .` �� - 9 / t t} l'` / I \ a 1 rs\ AAi I / dg312 Limit
2'
MAPPED FEMA \ \ \ \ \� \ \y - _ = 480.7 ~ ,
- FLOODWAY + \ .. _ •, s / \
I � CONST�. 65 LF
\ �
OF CONCRETE
\ Q \' •� �,O \ \ \ ' \ �/ ., \ � \ \ � ,,. �y 1 \l / CURB &GUTTER, EXCAVATION NOTES:
�v FP 479.6 \ , y ^• y _ - -a 2" - / FP 488 3 / r / I / SMOOTH SAWCUT
AT EDGE OF EX. 1. CONTRACTOR TO BUILD PAD
�O�� FC\ \ \ e 1 n. - / ^ - - _480 ASPHALT
F \ o r> n FP 481.0 / - - - - - ?X / / / 2 BEYOND DESIGN PAD.
\ S1 F \\ \ \ - .4 j r / / / 2. CONTRACTOR DESIGN SWAWE LES
\0 \ >\ s- / \\ - / % - 479.- "s /xp // t / e i / 2
O \ y\ _ _ _
\ / \ \\ \ � \ \ /� / I \ \ O %\ � r / -. - � .:- - ""O 1 / r •-/ mod' / / (' i \ / I �' F-k'}bA0 , r
\ \ \\ \ � \ •' I / un�• \ ` / � r x ` / / ( / y �- \ CARTER ADDITION
E GUARD RAIL (SEE \ /\ \\ \ x r \ a's - �, ! i --,- - - -- / \ a� ' o ,
P TE 16 FOR DETAILS \ \ x \ / / ! / ~ \ ^ .. - > / // /\S 1 ��w VOLUME 73053 �6 d
\ \\ \ \ \ rco t ! 11 a> qti 1 FP/ 4,80/ +, �1�9 i
ROPOSED 20' WIDE ! \ \ ��� �O,
,a \ / / >x 1wa N
SANITARY SE
-WE / \ a�3 I i _ - / I / � - xl <2 / F a6 / side side
__.
EASEMENT I\ \x Q2 b.i. b.L
,,. a .q1 f . • ,- 47 4.7`
\ 1
I i PAD ELEV. SANITARY SE R EXTI G O 2'
EASENT 747.3 . � 2
41 - - - -�� �� ` -= =--- -- / / } f OF CONCRETE / PAD ELEV.
II I i \ \- _ _ -, A 2 0 \ tc 4> l I i 1 I�ti'( / j / CURB & GUTTER, / \ /
SMOOTH SAWCUT final wale role
a 1 \ \PROPOSED- FEMA = � - \ c a7a\59 1 � Op i 1 I Tc 2a f age / 6 / Q t AT EDGE OF EX. / NOTES: 0.5
I II \\ \ \la \ \\ \ FLOODPLAIN - - - - % \ r / ASPHALT , as shown og pan
� _ ~ / i 'slv -4 1v,+ a7s•1 �, > /� i f � , ke .,� � - / 1, STEPS FOR FRONT YARD excavation grade
7YV1 >b 27 J - /
i T f j ` °� / // / RETAINING WALLS TO BE
OODPLAIN ! /1 �\ :�� t f / Tw a Rs / ry`°`'� 1 / 1 INSTALLED BY BUILDER AT
- /a as TIME OF RETAINING WALL
3
o \ \ \ - - BEGIN GUARD RAIL (SEE " / / T i / / /
- - - { I 1 1- / CONSTRUCTION.
/ PLATE 16 / i
/ / / f, /
/
2. GUARD RAIL TO BE
GRADING PLAN
WARNINGlII
BUILT AT TIME OF
CARTER ADDITION PHASE
111
1 MAINTENANCE f/I / DISnNG ROUND RETAINING WALL
ACCESS
r
ti
�/ / 12
/ HELD VERIFY
CONSTRUCTION.
LOCATION PRIOR _
3. RETAINING WALL DESIGN
CITY OF COPPELL
TO CONS TRUCTION
TO BE PROVIDED BY
DALLAS COUNTY, TEXAS
OR ExcavAnoN
RETAINING WALL
o°F°IlT
CONTRACTOR.
`'
off
D OWDEY, ANDERSON &ASSOCIATES, INC.
THESE
CONSTRUCTION PLANS WERE PREPARED d
NO. DATE BY
o
REVISION
5225 Village Creek Drive Suite
g uite 200 Piano, Texas 75093 972 -931 -0694
BENCHMARKS: CITY OF COPPELL BENCHMARK #16 - ALUMINUM UNDER
CITY OF COPPELL BENCHMARK #14 - ALUMINUM MARKER CASEY
THE RESPONSIBLE SUPERVISION OF J. � *
ROSS, LICENSED PROFESSIONAL ENGINEER 0.
•,. •. ,,.•,* *
J. CAS6' ROSS 0
STATE REGISTRATION NUMBER• F399
SET IN THE NORTH SIDE OF AN INLET ON THE WEST SIDE OF MARKER SET IN THE CENTER OF AN INLET ON THE
MOORE ROAD IN FRONT OF BARBARA AUSTING ELEMENTARY, NORTH SIDE OF BETHEL SCHOOL ROAD, APPROXIMATELY
APPROXIMATELY 73' (FEET) NORTH OF PHEASANT LANE. 104' (FEET) WEST OF HUNTERS RIDGE CIRCLE.
ELEVATION - 508.48' ELEVATION - 511.13'
DESIGN DRAWN ICHECKEDI DATE I SCALE I JOB I SHEET
JCR JCR JCR 01/19/2011 1 "=40' 07111C =1
PLATE NO.: 12
12
GRAPHIC SCALE
L
(it) 30 60
L
Now
IN FEET J 431-
0
I inch 60 It.
isc
J
N PR 0 P 0, D
r CARTER DR.
C
I, AD dJTIGN� BART � E k 1 -1
--- — — — — — —
I —1ER ADDIVON
OF SECTION PHA.SE 11
NOTE: INFORMATION SHOWN UPSTREAM _j VOLUME 99147, PO" 00026
_j
8
62 AND DOWNSTREAM OF 59 IS SHOWN FOR
INFORMATIONAL PURPOSES ONLY AND IS NOT PART K
OF THE CLOMR REQUEST. THE CLOMR REQUEST IS Z 7
M
ONLY FOR THE CARTER ADDITION PHASE III o R wd pf
N*4wb.
''RFEMA
DEVELOPMENT.
-FLOG
? I
W I Imp, N
IN
O YR FL :p
7
q I k I I " I I I /
I ///,/ j /'/ y LINE
GEOMETRY
'o
NOTE: THE PROPOSED CROSS SECTIONAL G to 00
FOR GRAPEVINE CREEK WAS TAKEN FROM THE
00-
EFFECTIVE MODEL G 0
EOMETRY AND MODIFIED ON THE
b
NORTH SIDE OF THE CREEK TO REFLECT THE
PROPOSED RETAINING WALLS. THE PROPOSED
--A
S<; ll�
GRADING SHOTS ON THE WORKMAP WERE USED TO 49� >
A
N 11
7 4
LLY LOCATE THE FLOODPLAIN LINE ON 49() 41 rrl
HORIZONTALLY
I /Po
THE NORTH SIDE OF GRAPEVINE CREEK GIVEN THE / J o V
dp
>
Al J
N 2
—RAS. 2
100YR WSEL'S CALCULATED BY HEC /WAILL/'/
7 7
+
/ / % / ///
101
0
4r
/ / / J / / / ° mo/ / / / / ✓ ` /
X
uj
Iwo
.479, LOT I
1z' U) REPEAT CARTER /ADD.
10 z lw ol
-477 11 2(1;0p,,'IAOE (10016
-476
-475- 9
474-
4-76.-5-
BW 474..
'g 0
jp� 412. T5.3- -473-
_'" -- -472 -
BW 470. 475,0 TW 475.0 - r / % / / / / / f , , / /
Bw 4 h __ 4�j4a0.T / / , / / , / /
O - - - - - - - -
%0 - '.474-`". °p �!' / /// / � / / � ,' / // / ?- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - 46-9- - .'_ f / / / / / /
PROPERTY /. , � / / / , , /
ON EXISTING FEMA LINE
FLOODWAY
0
0 ' / / /
/ / / ' y fir / / ' iG / no 00
00 •
DATUM NOTES: / / ~ _
NAVD88 WAS THE DATUM USED FOR THE
ON—THE—GROUND TOPOGRAPHY WHERE PROPERTY
NAVD88=NGVD29-0.056 LINE
PROPO IR, __F__
VfkV, Ut �4
X
/ - '__ 5 FLOODPLAI UNDER THE RESPONSIBLE SUPERVISION OF .........
PEL -CH M
ARK #14
v CITY OF C -BE N
il -''- - 1 0
"'77,
loomy THESE CONSTRUCTION PLANS WERE PREPARED
BENORMIMK
OP L R 4f CASEY ROSS, LICENSED PROFESSIONAL ENGINEER ............ A.%4
of......
ALUMINUM MARKER SET IN THE NORTH 911�K
97272,
tXlS7 G CR
ON
.44
v
CENTER Ll"E
SIDE OF AN INLET ON THE WEST SIDE OF /Q�r� / / �C�'� �' nnoaoo0 ®°
ro MOORE ROAD IN FRONT OF BARBARA / G
AUSTING ELEMENTARY, APPROXIMATELY 73' GRAPEVINE CREEK CLOMR
14- PROPOSED FEMA
C
(FEET) NORTH OF PHEASANT LANE.
FLOODLAIN WORKMAP
508.48'
ELEVATION go IP
CARTER ADDITION PHASE III
2. CITY OF COPPELL BENCHMARK #16 CITY OF COPPELL _ -/ - _ W
J. MARKER SET IN THE CENTER OF
0 ALUMINUM
w DALLAS COUNTY, TEXAS
a. AN INLET ON THE NORTH SIDE OF BETHEL
OWDEY, ANDERSON & ASSOCIATES, INC.
SCHOOL ROAD, APPROXIMATELY 104) NO. DATE BY REVISION w 5225 Village Creek Drive, Suite 200 Plano, Texas 75093 972-931.0694
r
(FEET) WEST OF HUNTERS RIDGE CIRCLE. STATE REGISTRATION NUMBER: F-399
CP DESIGN DRAWN CHECKED DATE SCALE JOB SHEET
0
ELEVATION 511.13 Al JCR DFB JCR APRIL 07111C
ti
PLATE NO.: