Floodplain- PT110929 aC// T H E C 1 T Y O F
C
(v2) 955 -09rl COPPELL
*
x A s"
FLOODPLAIN DEVELOPMENT PERMIT Cr12-c1 l ( K
PERMIT NO.
NAME OF PERMITEE: ! e�( L .J ' a r/<bree'jl,, r P D /1. vtia G j_
The above named permitee applied for a FLOODPLAIN DEVELOPMENT PERMIT on C P F
The application has been reviewed by the FLOODPLAIN ADMINSTRATOR and it has been determined that the proposed
development is located within an identifiable floodplain of: 0 t-� 0 C` C �/
l (0 r r S$
The FLOODPLAIN ADMINISTRATOR has reviewed plans and specifications of the proposed development for
conformance with the development standards required by Floodplain Management Ordinance #2001-952. You are hereby
authorized to proceec�vh �ol�wingcriped work: /�, � /e ��
�� cL, � Fit'
US<`� (/ems ,' -Sc c/H-' • -rd�eks."1-4401,s ccr 14.43 /3,4,-,K
To maintain compliance with the development standards of Floodplain Management Ordinance #2001-952 and to eliminate
or minimize flood damage potential to the proposed development, you are hereby directed to construct your proposed
development in accordance with the following special provisions:
() Compliance with the development standards of Floodplain Management Ordinance #2001-952 including but not
limited to:
• For residential structures, the lowest floor (including basement) must be elevated to two (2) feet above the 100-
year base flood elevation or one (1) foot above ultimate condition whichever is higher. Certification of the
lowest floor must be submitted from a registered professional engineer, architect, or land surveyor.
• For non-residential structures, the lowest floor (including basement) must be elevated or flood-proofed to two
(2) feet above the 100-year base flood elevation or one (1) foot above ultimate condition whichever is higher.
Certification that the flood-proofing methods are adequate to withstand the flood depths, pressure, velocities,
impact and uplift forces and other factors associated with the base flood must be submitted from a registered
professional engineer or architect.
• For fill activities, the permittee must submit certification from a registered professional engineer or land
surveyor that the level of the compacted fill materials is at or above the elevation of the Base Flood.
( ) Certified copy of all final plans or As-Built Drawings must be submitted to the FLOODPLAIN
ADMINISTRATOR.
() OTHER PROVISIONS:
Adve
°7-
C off w1 /g%
Acknowledgement of Conditions by Permittee Printed Name Date
-14
�..1 hM I i/((-440-&(_ 61A•/CZfi i l
Si_ : _ L l ODPLAIN ADMINISTRATOR Printed Name Dat
LOT 1 7R
25' BUILDING LINE
(per p
00
0
0-�
0
0
D-
6 -
11 ston e
0, x 10' T. U, C7
0
ELECTRIC EASEMENT
(per pIct) - - -r -
-- z
found_ -- T.. S
iron rod
tel. transformer.
ped.
:: CREED
82 0 58�
6, 35
CAP UNIT ADHERES
TO TOP UNIT [-IMPERVIOUS FILL
W/VERSA-LOK
'CONCRETE ADHESIVE--\
L "*--APPROXIMATE LIMIT
4' OF 100-1 "R FLOOD PLAIN
PER GRAPHIC SCALE
LOT 19R
W11
T)
0 P001
---- equipment
0
CN
01
C�
0 5. B' . �';:� .:�� �: 10' UTILITY
16.1 �. EASEMENT
.. (per p
stone
�. .� 5' T.U.. ELECTRIC
EASEM EN T
----------- --- -
(per plat)
--------------- - *--
:iry sewer
anhole fOund 112'
_iron rod
concrete 134.66�
water
meter concrete
CROSS �I�
H I I FEI I Fi I IE1 I 11=1 11::--- `—GRANULAR LEVELING PAD
;6 THICK MIN.
UNDISTURBED
SOIL
TYPICAL SECTION— REINFORCED SHORELINE WALL
SQUARE FOOT UNIT
SCALE: NONE
VERSA—LOK SQUARE FOOT
MODULAR CONCRETE UNITS
LAYUP AND SET GEOGRID
AS NORMALLY DONE
3 SERIES GEOGRID
AS RECOMMENDED
AND SUPPLIED BY
VERSA —LOK
GEOSYNTHETIC INSTALLATION DETAIL
SQUARE FOOT UNIT
SCALE: NONE
1i'
UNDISTURBED
SOIL
DRAINAGE AGGREGATE
18" THICK
GRID MANUFACTURER'S INSTALLATION
ECIFICATIONS
ELEVATION PLACEMENT SHALL BE
DESIGN ENGINEER
TURN GEOGRID UP AND
ANCHOR TO SOIL FACE WHERE
WHERE TREES OR STRUCTURES
DON'T ALLOW FULL SOIL EXCAVATION
#4 BAR WITH J HOOK
ON END. DRIVE INTO
UNDISTURBED SOIL FACE
TO ANCHOR HORIZONTAL BARS
#5 REBARS SPACED
12" O.0 VERTICALLY
TO, SECURE GEOGRID
ANCHORAGE OPTION WHERE SPACE IS LIMITED
SQUARE FOOT UNIT
SCALE: NONE
BY DATE
pecffff,�,ftns shall not
Approval of the and s.
be core to meal constructioa in direct mnilict
L
With 'h--3 0-;,'Y Of Copp%elf Bu NuIng code,,; and Zuni,g
oj�d'nqan'z��zs-
Q�
FILTER FABRIC
Fm�
\/ (OVERLAP GEOGRID 12- MIN)
02
1
���
r \ter \,�r\.�r.
Lo
co
C\2
0
CQ1
C)
—GEOGRID REINFORCEMENT
E,
CO
USE 3 SERIES GRID AS
M
Cc)
SPECIFIED AND SUPPLIED,
E-1
R
BY WERSA -LOK
VERSA -LOK SQUARE FOOT
F-4
x
C\2
MODULAR
CONCRETE UNITS
111
4t 4
P-4
01
(5
.'A
,p
Z
z
---GRANULAR REINFORCED BACKFILL
16-4
Q0
C\2
COMPACTED 951% OF MAXIMUM
STANDARD PROCTOR DENSITY
co
AA
T--4
CID
CD
co
z
4d
RIP RAP TO BE
DRAINAGE AGGREGATE
D I
12" THICK MIN.
WATER
18" THICK
AND MADE UP OF
�LEVATION
v
4" 8' COBBLES
4" DIA. DRAIN PIPE
—
/ /rte/
111
LOCATION VARIES WITH
SUSTAINED WATER ELEVATION
FILTER' FABRIC—
4,
FILTER FABRIC
L "*--APPROXIMATE LIMIT
4' OF 100-1 "R FLOOD PLAIN
PER GRAPHIC SCALE
LOT 19R
W11
T)
0 P001
---- equipment
0
CN
01
C�
0 5. B' . �';:� .:�� �: 10' UTILITY
16.1 �. EASEMENT
.. (per p
stone
�. .� 5' T.U.. ELECTRIC
EASEM EN T
----------- --- -
(per plat)
--------------- - *--
:iry sewer
anhole fOund 112'
_iron rod
concrete 134.66�
water
meter concrete
CROSS �I�
H I I FEI I Fi I IE1 I 11=1 11::--- `—GRANULAR LEVELING PAD
;6 THICK MIN.
UNDISTURBED
SOIL
TYPICAL SECTION— REINFORCED SHORELINE WALL
SQUARE FOOT UNIT
SCALE: NONE
VERSA—LOK SQUARE FOOT
MODULAR CONCRETE UNITS
LAYUP AND SET GEOGRID
AS NORMALLY DONE
3 SERIES GEOGRID
AS RECOMMENDED
AND SUPPLIED BY
VERSA —LOK
GEOSYNTHETIC INSTALLATION DETAIL
SQUARE FOOT UNIT
SCALE: NONE
1i'
UNDISTURBED
SOIL
DRAINAGE AGGREGATE
18" THICK
GRID MANUFACTURER'S INSTALLATION
ECIFICATIONS
ELEVATION PLACEMENT SHALL BE
DESIGN ENGINEER
TURN GEOGRID UP AND
ANCHOR TO SOIL FACE WHERE
WHERE TREES OR STRUCTURES
DON'T ALLOW FULL SOIL EXCAVATION
#4 BAR WITH J HOOK
ON END. DRIVE INTO
UNDISTURBED SOIL FACE
TO ANCHOR HORIZONTAL BARS
#5 REBARS SPACED
12" O.0 VERTICALLY
TO, SECURE GEOGRID
ANCHORAGE OPTION WHERE SPACE IS LIMITED
SQUARE FOOT UNIT
SCALE: NONE
BY DATE
pecffff,�,ftns shall not
Approval of the and s.
be core to meal constructioa in direct mnilict
L
With 'h--3 0-;,'Y Of Copp%elf Bu NuIng code,,; and Zuni,g
oj�d'nqan'z��zs-
LC)
F-11
C\2
Q�
co,
Fm�
E--4
02
1
Lo
co
C\2
0
CQ1
C)
E,
CO
M
Cc)
F-1
E-1
F-4
x
C\2
Z
LC)
F-11
C\2
FILE NO.
11-8521
................................
THOMAS S. GRAHAM
.........................
993,20 SCALE
......... 250,
AL
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
SHEET NO.
THOMAS - S. GRAHAM, P.E, 99320
ON 9!-20! 2011 1 of 1
co,
1-t
LD
02
1
Lo
C)
C\2
CQ1
LO
CD
F-4
x
Z
P-4
01
(5
IZ-
c
,p
Z
z
16-4
Q0
C\2
co
T--4
CID
CD
co
z
FILE NO.
11-8521
................................
THOMAS S. GRAHAM
.........................
993,20 SCALE
......... 250,
AL
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
SHEET NO.
THOMAS - S. GRAHAM, P.E, 99320
ON 9!-20! 2011 1 of 1