HomeMy WebLinkAboutPHOENIX SERVICES SITE PLAN (6)PROP 30' WIDE EXISTING
CONCRETE DRIVEWAY DRIVEWAY
Sao T R E E T (N. G S /Ktt i) .....:..
13811957.5 R S > WATER VALVE 0 40 80 120 N N O RCFi::
y L .. ,.: , •,.:. A P2'4".'RCJ .��:'�:''.`,':: L'7Z:1 -
6.7641 T A ti ::. ::: ` :: :.. �• P 6. OP NUT EL-16.7i
E. 322406 .: ...: R
�n RCP: F' .,,. .,, ....SANITARY
S WET
...:':
p ° Nti CI 36'
�....: :6.. v TOR: 2
::. .. :.. _. OP , 896 LF; SERV I
. Q. . 8"
. • : ... -n-..
XIS7. ELECTRICAL
CE
¢ 200.00' �Y MARKE a
STRANDu-n . n-uouu-a-u-n-u .-. .. >
PIPE ALLORD PP
q
32
30.0 ' 30. ° P WO ARK R
NW C 3 6 T LE.P EXIST. t" W/L
rn % 10 B.L. 1 °
W TER VALVE
� � EX STING 37 t '• ` T NUT EL=15.69
x - D 5/8"1 PROP METAL BLDG BUILDING ° o. RE HYDRANT
n o META 3 __
%) 5'8' (15,000 SF) FINIS D FL OR ELEV: 22.13' ER { r
.0 `- ( 2 FF�2.13' EXIST. 6' � 0 A I LL w a N
z % SAN. SWR.
to
m i "►j A IVEF'�' o m CLE :O.U�T.: <
L .. 0 00 (- D M ' o Gl
■ I ° F E°. ��i z y m >- o m
PROP TOOL ROOM 1 ? 29 °rw . x =a {. o L) z
75'X 20' 7gl6T' ° PIPE BO R�e �. & �p �-
il a 9 BLOC6961, ' T5.6v' ° a....< 0LEGEND
Z I ° °: ° 26. TYP1
■ TRI O I ° ° .. ° '. RIPE 'EXIST ° ° ^ :� v < m
n - - 5 I a ° '° 'z iNL 0.4
a m
m 2X' A/C PAD-� (RESTRICT D TO COMMEPCIAL U -e -_--- a °:INLET-.& 778'PROPERTY LINE
r' '•� - ..
R I P 2 ', m
O ■) ( 5 28 I-- -= U" I ° ° °. - �.�5 75, ° ° ° Ct " P N SIlVi W:1.IN 6" PVGL
N I j U _ 6 1 I °.. Z 12"'CPP° 72" CPP TE LT12 RCP __ PR
Z % N 18'(TYP1 6 3A-4,229 SQ. JFT.! m i ,I °° `a INLETa $ FC:17.61' ----- OPOSED PAVEMENT HIGH POINT
O . 0 BRWEAK Q 7 j ' ° % ° E&W.15`89'. ° ° - - - -'
K o C.� Z w i I W Z� i i m ° °' a °. PROPOSED PAVEMENT GRADE BREAK
VI O % v t ' 7 ZO 26 i I cl:O^ i = v J° a s W
1 a 25° ° 24"RCP �- PROPOSED STORM SEWER AND INLET
■ ( Z I I- Z I I z ° a Q °. iO R F0:17.09' EXISTING
U Q j Q 8 I r a v ° DRIVEWAY
■ - m I m I i °
j Z 8 < 25 1 ! Q v w PROPOSED DITCH OR SWALE
9 1 ° 0
vryogj� �' i - Q 6
I o .a ° ?i
a 24a �` CH
■ 1 a 19
v' _
_m
_ -
AINLIN
' 9 24 9
■ w - - ------------- - - - - - - - ° c- - --- _ (6 MIN. HEIGHT. 2 M
--------- °��yCREC 5 EVE V FbD INLET. 9 PROPOSED BURFORD PEAR
J R y "! ° N IN CALIPER) KEYMAP No. 540W
- �- - Q N o ,o ---- ---- ■ ZIP CODE. 77571
> PROPOSED 10 w 23 ° ° HARRIS COUNTY
p Q ° (5 GAL. MIN. SIZE @ 3 SPACING)
Q p
PROP LIGHT POLE _--------- 1 - - - FL 1 DRIVEWAY
a x
22 24"RCP
RE: SHEET C2.0 z. = i ------ - °
OLEANDER
FOUNDATION DETA1 7 Q ^'% ----------- � 1t I 1 ST RY °
__ 0 729' EXISTING
V--...z: c 77 i0 22 PROPOSED PAVING N N -� -
N ' LAN ACCURACY 8" CONCRETE T m 21 HYDRANT
--------------- ---- - -, 1 -n a
FF ELEV•21 14'
O ° WAT2E 'METER
Z _
4' GP ... Y CERTIFICATION
Fl:• 1 .41 ° r n
LLJ 121 20,' ° ° INLET.19.85 I, TOD HENNING, AM REGISTERED UNDER THE LAWS OF THE STATE OF
^% 47 12 21 j 20 ! 20' ►� ° N ° b v - FL. 7.23' O TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY
ryoh ➢� Q ( 20' I Z ! I n d ° °° a �tZ?� o .% W CERTIFY THAT ABOVE SITE PLAN IS TRUE AND CORRECT; AND THAT
✓n_. Zoe p O I Z 13! j CON TE .°'°20 x ° ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL
I ! I i I .2"RCP ANGLES ARE ACCURATELY SHOWN ON THE SITE PLAN.
v m�' N 13 20 I C) I I v CONCR a: :'FL 16.96'
m �■
m to in■- O- ' Ii ' 19 °< EET SIGN
143. °ORY EXISTING
i G14 t9 ISH FLOOR ELEV•21 13,
g��;p��j ' � ,.\..\..\...\ T\F•\:�\
[I
i CE
°■ I I I j GRA E BREAK ° E ! i ° P %*' GV •• •' * / TOD HENNING
°
18 "`.GAS P IN...i.........................1....
Z' Zi' U I I 13 r o "0 .p ° - / TOD JHENNING TEXAS REGISTRATION NO. 86937
o%' �C ! 18 ! I 16.55' /40
q:......86937.......:
15 I 1 ° ° N �x 8 i TO INLET: 19.6 ' /
O (, Fs.•.CENs�: G�ai
m% 16 EXISTING ,�\S�ONAL Ear
r O 1 17 I 66.00' I a
16 I
( j SE CORNER BOCK 672 v FRCP z N DRIVEWAY
2" IR W CAP
ylo 30.00' % 0.00' SW CO N R� LOCK fr72 - - - - F :76�E0' m N
' // ° a EXISTING
7.b135 CONCRETE i STORY
■ S T R E E T (8 S T E I T) L__ - - - - : 322446 . Ao BRICK BUILDING °' CITY APPROVING AUTHORITY CERTIFICATE
_ WATER. ME R SA ITARY SEWER
■ o A {� A ! fl1?Ri€� $ tA19811& H.C.C.F. N0. Hl 6264) o L INISHED FLOOR ELEV:21.13' ° 'NC ETE .' M HOLE `
- (8�"- 10' B.L. ts.00' I o L S o w TO :20.59' ,..J THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED
- b ORDINANCE NO. 52 DATED MARCH 18, 12 PORCELAIN PIPE FL S: 9.99 '
i' 0 70' m n o 12" PORCELAIN PIPE FL W:9.99' THIS SITE PLAN AND DEVELOPMENT OF BUILDING ADDITION AND PARKING
4.4' '.'AS?iiAt N LOT FOR .PHOENIX SERVICES, LP. IN CONFORMANCE WITH THE ORDINANCES
Q 12" PROCELAIN PIPE %
0 2" PORCELAIN PIPE S 86�5CJ� 5" W-�56.00� °. "" �yONCRE a m OF THE CITY OF LA PORTE.
I ° XISTIt1G ' '� 24"RC
SANI RY SEWER MANHOLE FND 5 /8" IR nW 61 CH INLINI FEN E FL:1B.1 .° %
o CENTERLINE ADAMS STREET TOR:1 .91, %Nyy RNER BLOCK 696 •
(B STREET POA1 ABNDONEDD) 12" FL &w:10.97' PROP GATE EXISTING BY
PROP LI11 GHT POLE %S 0 LINE ADAMS STREE a'24"R9P` DRIVEWAY unTFS: DIRECTOR, PLANTING DEPARTMENT -
EXIS NG 32 a ° a: FL 16.70 ':: `.
FOUNDATION DETAIL % 1 1ST RY �
FRAM ° 1. A SEPARATE PERMIT IS REQUIRED FOR
■ FINISHED FL OR E EV: 21.15' 37 CONCPjTE ° LANDSCAPE IRR IGATION. �S - iA jb Q o^ Ilr ,l�h7
b� 5(>rIt RS.
2 p 2. A SEPARATE PERMIT IS REQUIRED FOR
NAME OF DEVELOPMENT: PHOENIX SERVICES, LP FLAGPOLE WITH �ATER METE//R. L ,PED: FENCING.
TYPE OF DEVELOPMENT: BUILDING ADDITION AND PARKING LOT 4'x4' CONC. PADS ° .PIPE BALLO D:y = A.; H2B INC
° 3. PROPOSED BUILDING WILL TIE TO EXISTING
ZONING: (LI) LIGHT INDUSTRIAL I. A SEPARATE PERMIT IS REQUIRED FOR % 3 30 SERVICE. POLE o fig''. YDRAN TER VALVE WATER AND SANITARY SEWER UTILITIES IN 1
LEGAL DESCRIPTION: 7.9024 ACRES OR 344,229 SQUARE FEET OF LANDSCAPE IRRIGATION. % �� 6' wooD FENC a ° 0 7 T P NUT VALVE
5.69 Texas Firm Registration No.8856
LAND OUT OF THE T. W. LEE SUBDIVISION AS ° ° SANITARY SEWER MANHOLE EXISTING BUILDING. 1225 N Loop W, Suite 900
RECORDED IN VOLUME 67, PAGE 1 OF THE DEED 2. A SEPARATE PERMIT IS REQUIRED FOR ®I 29 ° D TOR:20.25' HOUSTON, TX 77008
RECORDS OF HARRIS COUNTY, TEXAS BEING ALL FENCING. ! pj 6 a FL N,E&5:9.4�- 4. PROPOSED BUILDING ADDITION WILL TIE TO 713.864.2900
AI EXISTING ELECTRICAL METER.
OF BLOCK 672 AND BLOCK 673 ALONG WITH THE % N °' ° m FND 5/8"IR
3. PROPOSED BUILDING WILL a t -Po E AIN PIPE
ALLEYWAYS WITHIN BLOCK 672 AND BLOCK 673, 28 v
ALL OF ABANDONED 24" STREET LYING BETWEEN TIE TO EXISTING UTILITIES - ° PHOENIX SERVICES
IN EXISTING BUILDING. ! 3020 NORTH 23RD STREET
BLOCK 672 AND BLOCK 673 AND THE EASTERLY LA PORTE, TX 77571
30 FEET OF 25" STREET LYING TO THE WEST
W
4. PROPOSED BUILDING 27 ° BENCHMARK PROPOSED SITE
OF BLOCK 672. ALL OF ABANDONED ADAMS STREET
=o ADDITION WILL TIE TO -R. HI ° � y lv
a (B STREET) LYING BETWEEN BLOCK 673 AND BLOCK % II6 ,'.. �
696. THE NORTH 40 FEET OF ABANDONED ADAMS EXISTING ELECTRICAL m N
METER �� m PROP DITCH WITH 2
STREET (B STREET) LYING TO THE SOUTH OF BLOCK FLOODPLAIN REFERENCE MARK NUMBER 010305 IS A BRASS DISC STAMPED LAYOUT PLAN
0 672, ALL OF LOTS 1 THROUGH 9 AND LOTS 24 ; in 3:1 SIDE SLOPES 26co
010305 AT SENS ROAD AND DU PONT LA PORTE CREDIT UNION LOCATED ON
THROUGH 32 OF BLOCK 696 ALONG WITH THE r CONCRETE WALK, ON CENTER OF MEDIAN AT ENTRANCE IN KEYMAP 540W IN
ALLEYWAY BETWEEN LOTS 1 THROUGH 9 AND LOTS 24 PARKING CAI fI11ATI(1NS: � ■ _ r;
% 0
THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00 ELEV.23.12 FEET �\\\
THROUGH 32 OF BLOCK 696, ALL LOCATED IN THE m NAVD 1988, 2001 ADJUSTED. ���\
OF
RICHARD PEARSALL SURVEY, ABSTRACT N0. 625, MANUFACTURING: 4 MIN. PLUS 3 SPC'S
ii p�E 25 TF\IN
%
HARRIS COUNTY. TEXAS, SAID 7.9024 ACRES BEING PER 1,000 SF ! M8
MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS % 19 ■_ "� *? *��
° AS FOLLOWS. (BEARINGS BASED UPON (NAD83) TEXAS 42,350 SF / 1.000 SF = 9®®ia�g�aiesaa��� FLOODPLA I N NOTE '*
> : N •••••TODJ HENNING •••:••�
STATE PLANE COORDINATE SYSTEM SOUTH CENTRAL ZONE); = 42.35 X 3 SPC'S®®a�a®=es�e=a"�■••••;••••••••••••••••••••-•••:••••/
M� HCAD ID: 024-074-072-0001, -0002, 8 -0003. = 127.1 SPC'S 6' HAIN NKFENCE I HAVE EXAMINED THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL //q 86937
FND 5�8" IR NO. 48201CO945 L, DATED JUNE 18th 2007 AND HAVE DETERMINED THAT ��P°T•.ti
®L LAND TO BE DEVELOPED: 187.434 SF " 266.00 W CA 2068 [' FS•.,CENS •: G��/
S 86 58 Q THE TRACT HEREBY SURVEYED LIES WHOLLY WITHIN ZONE X OR AREAS i e
4 MIN . + 12 8 23 N 13811286.2317 S ONAL N " ° FND 5/8"IR to �� DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN.\ H = 1 32 SPC' S RED' D w/CAP (2os8) f
s� NAME OF OWNER/DEVELOPER: PHOENIX SERVICES. LP (MAURICE EVANS) N: 1381127?A61R EXISTING SPACES = 60 NOTICE: STATEMENT IS BASED ON SCALING THE LOCATION OF SAID 10-e-20I3
E�a SURVEY ON THE ABOVE REFERENCED MAP. THIS INFORMATION IS TO BE
PROPOSED SPACES = 87
TOTAL SPACES = 147 USED TO DETERMINE FLOOD INSURANCE RATES ONLY. AND IS NOT INTENDED DESIGNED BY :TEJ
N_ y
S C •,
-� TO IDENTIFY SPECIFIC FLOOD CONDITIONS. S P 1
�Z DRAWN BY TEJ
SCALE
'ate SHEET•NO. 140OF 2 SHEETS
_ L
13- 602000 ocz o
L
a
rn
n
x
JPR
77
12
12
HOPE TI
S
a 0.32
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8
HOPE M
r
go. I
N
rn
81
HDP
a
30.00'
NW
I
SW
672
10 B.L. 1
1 PROP METAL BLDG
1 (15.000 SF)
TE A INLET 2 1 FF�2.13'
8.07 1
72 3 ...!
PROP TOOL ROOM
75'X 20'
4
29 BLOCK 1 i
-I
TRI
o
o Z
� RIM=20.75 STRICT
D TO COMME, CIAL
US ) v
FL05 )=1 5
28
FL 0 2" )=17. 82
Lj
;1 �9 SQ. !ET.
m
6
/1
•
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LLJ Lu DO
7 O
26 i
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CD
8 ��
PROP TYPE A INLET rCr-
25
RI"O.75 Q
1
FL0 5')-17.64 9 W
24 1
J
<t 011� C)
JQ
10
1
23
PROP 180 LF ~
�
PROP 180 LF Lil
1
15" H PE STM
SWR a 0.24%
15' HOPE STM
SWRa 0.24%
•�,_.
._..�
_ _ ........�.._.
_._._. • . .. 22 1
1
N
d
Z
1
PROP 123 LF 12
21
(
L 1
PROP TYP A INLET
18" HOPE STM
pRGp TYPE A INLET
SWR a 0.19%
FL(30�)=17.03
FL(24")=17.26 i
FL(24 )=1 .03
13
F(L,���18"1°a17.26
FL(15')mi .03
FL945" )=17.26 i
1
t4
19
1
PROP TYPE A INLET
24' HOPE STM 1
I FL(18")=17.49 t5
SWB a 0.13% 1
I FL(12')-17.49
i
1
1s
17 1
SEC NER
BLOCK 672 PROP 78 LF
LOCK 672
tEfi -
S T R E E• T)
30' ADIPE10X
(8011Z?)O.7�4�I5ABANDONED BY C
18, 1981i &
H.C.C.F. NO 126264
ORDINANCE NO. 1252 DATED
CH
MA 1 WEI
10' 8.1
10'
`n' ___- 5 5 6.00 ' 12 PRRCELAIN PIPE
58'01 Vy
12" PORCELAIN PIPE S
86
SANITARY SEWER MANHOLE
FND 5 8"IR -
W/CA (CCI)
O
o CENTERLINE ADAMS STREET
TOR:19.91'
12" FL E&W:10.97'
(B STREET ABANDONED)
• ^'n UPON 80' WIDE)
.T
DETENTION CALCULATIONS
TOTAL DEVELOPMENT AREA ........................... = 4.3029 AC
INCREASE IMPERVIOUS COVER:
0.3846 AC + 3.2404 AC + 0.5776 AC + 0.0648 AC = 4.2674 AC
(BUILDING) (DETENTION) (PARKING) (SIDEWALK)
DETENTION COEFFICIENT ............................ = 0.45
DETENTION VOLUME REQUIRED ........................ = 3,098.2 CY
DETENTION VOLUME PROVIDED ........................ = 3,289.3 CY
PROVIDED = 3,289 CY > REQUIRED = 3,098 CY
DETENTION WATER SURFACE ELEVATION ................ = 21.50
ORIFICE CALCULATIONS
MAXIMUM WATER SURFACE ELEVATION .................
= 21.50
FT
CENTROID OF RESTRICTOR PIPE .....................
= 16.75
RESTRICTOR DIAMETER .............................
= 0.50
FT
COEFFICIENT OF DISCHARGE ......................
C = 0.8
AREA OF OPENING.. ..................
A = 0.196
SF
ACCELERATION DUE TO GRAVITY ...................
G = 32.2
FT/SEC2
HEAD DIFFERENCE ...............................
H = 4.75
FT
PROPOSED DISCHARGE ................. Q = CA(2GH)"2
= 3.53
CFS
EXISTING WATERSHED COEFFICIENT ................
C = 0.20
EXISTING RAINFALL INTENSITY ...................
I = 4.14
IN/HR
EXISTING SITE AREA ............................
A = 4.261
AC
EXISTING SITE DISCHARGE ................. 0 = CIA
= 2.74
CFS
PROP JUNCTION BOX 192
FL(18 )=16.55
FL(6")=16.55
L 17:76'':
:..SANITARY '
ANHOLE
:TOR: 20.36'
8" FL S:11
MARKS
PP PROP
P WATE
I? WBT ARK NO
B T LE.P
°31
1
META
BUILDING
Q-
1
FINIS ED FL
OR ELEV: 22.13'
i
EXIST. 6"
°
0.
1
i
SAN. SWR.
ro/
•
- -
- F E°
`29 °rr q. . .
vD
PIPE BO
R[
v
Z
28.
n
9 Z
LLJ1
CONCRETE. v,°. _° _
0
°
v
z
TOO. .INLET:19.75'
°
1
°
FL E:184 5'
°
°
°
Z
12"'CPP°
12" CPP
S.
° v.
W INLET:17.79' °
i
.
°°
° FI° E&W.15'd9` °
TYPE A
IN(FT
�
° °
°.
025
•
w
° . , �
°
'".
° _ VQ
°'
av : °25 ° °
FL=j 7
8
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a ° Q
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z
24' v, >�`
CHAINLINK
9
1
O
1
m
Nr
°
v WATER VALVE
TOP NUT EL=16.71
LL
N o
a 00
y
CLE
b.UT_
Q 20
Dl
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Q (o
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z
y
mrcSm
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z
o
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INL
1 20:4 '.
m
A
"
PP
E-&W:17.78'
r
FN
/Srl
IN 6" PVG
TE
ETER
12
RCP
FC:17.61'
'.
24"RCP
FL:17.09'
.v
10
10
1
v �°
2-3
°
v -2
.
EXISTING
22
? °
1 STORY
f1=1 .29.
1
O7 V
14 21�
FF ELEV:.'
21
?.WATE METER
�o
24' MCP
12
1
. FL:1 .41'
13
a°
° 20 ' . °'
x7 �
.
CON TE
.°
. .
°
°,
CONCR TE.
14 1
EXISTING ,I
19 0
i
v 43.5q.
1 STORY
°
•
ISH FLOOR ELEV:21.13'
8" HOP E STM
EQE.PEC
i
SWR'a 0.54$
P
15
GAS P I
•
8' CHECK;V LVE'
17 M �? P AT'
1
16
or v' ..
P-TYPE I ET
° cx .
. M KER-
66.00'
j
2" R//W
8')a 7.16
AP
EXISTING
°.. FRCP
F :16.0'
1 7-b
5 CONCRETE
1 STORY
°
22446
'o
BRICK BUILDING
WATER. METER
15,00' '
o
o
L
INISHED FLOOR ELEV:21.13'
'
CONC ETE
L S
4.4'
°'
'..AS.P,.HAL
!w
PROP NCTION BOX #1
.. SXISTINt °
6' CHAINLINIFEN E
'� ' 24"RC --�
'a
to
FL(18
°
:FL:1B,1.°,
='16.95
jNW
R BLOCK
�S 0
LIN DAMS E
a'2 "ROPE
v,
PROP 8 LF EXIS NG
32
° FL 16.7i
j
DUAL HOPE t ST RRAM
VP"
t
1 a 0.37%
'
K
FINISHED FL OR
E EV:21.75' 31
CONCRETE °
e
LF
v.
2
" STM
�
FLAGPOLE WITH
ATER ME
�' '
4'X4' CONC. PAD °
° PIPE 13ALLO D:°1
3
30
e 'SERVICE. POLI
11
61
OP OUTFACE TO I1�1� D FENC
°
a
ESTRICTOR PIPE
ul
FL 50
29
°
ryry
o a
v
28 v'
°
a
°
°
27
i m
ufi
or-
HI
PROP DITCH WITH 2'
N!
3:1 SIDE SLOPES
26 ^
6' Hi
FNCAP " IR ,D S 86058 0 "
N: 13811272A MR
25
Mu=n=n=i
.F 1" PVC
CAP FOR
i,IRRIGATIONUTURE •..
EXIST. 1" W/L
TER VALVE
> NUT EL=15.69 u_
HYDRANT
I -PROP 8'X1" TS&V
ISTINti z9 n r
TOP INLET:
1 .09,
b
EXISTING
J = PROP 62 L DRIVEWAY
24" RCP 0 32% EXISTING
24"RCP DRIVEWAY
FL:17.29'
C
66.3 ' F RE HYDRANT
LEGEND
PROPERTY LINE
DRAINAGE AREA BOUNDARY
PROPOSED STORM SEWER AND INLET
PROPOSED DITCH OR SWALE
PARKING LOT DETENTION VOLUME
x*#*kfx##***+fx##***kf###*k*+fx###**+++fx##++++xf##+++++fx*++++++f*
#x ++
** Plane to Object Volume Report -- Wed Sep 18 10:03:47 2013
** *#
** From Elevation <21.500> to Object <PL 3>
f* **
** Prismoidal Volume
## f#
ffx#*#fffx##*#kfxxx#**+xxxx#*#*++fxx##*+*+f xx****++xxx##++kf xx****+
*x #f
** Total Cut = 588.194 Cubic Yards
** Total Fill = 17.776 Cubic Yards
** Area = 3389.704 Sq Yards
** Balance = 570.418 Cubic Yards
+* **
** No Quantity Depth Used
fx+##**+ff+###*fxf####**++fx##**xk+f###**+f+f###**kf x####*+ff x+#*#+
PAVED DETENTION POND VOLUME
#4##*kkffff##**tt++##kffff4##**kkt4+###**kff*###*f+4#f##***+#f**#kf
ff **
** Plane to Object Volume Report -- Wed Sep 18 10:03:13 2013
*k **
** From Elevation <21.500> to Object <PL 1-1>
#* f#
/� ** Prismoidal Volume
.'TWINLE T: 19.85#***kff###*kkf###****####****fkf###***f+f*****kf f#+##***+f#****f ff*
FL, 7.23' O #* ##
** Total Cut = 2613.873 Cubic Yards
(J1 ** Total Fill = 39.756 Cubic Yards
2 "RGP O ** Area = 14097.932 Sq Yards
-� ** Balance = 2574.116 Cubic Yards
FL 16.96' +f ##
S REET SIGN ** No Quantity Depth Used
(J1 ** Boundary Polygon Used
f+f###**f#####*kkfff###*+*+f+##**k*ff###*#*f+f*+##k#fffff#*kkff+***
P.
M
TO INLET: 19.6
16.55' J
O
EXISTING
DRIVEWAY
Z N
A ITARY SEWER
m MA HOLE
r.� TO : 20.59' L)
o 12 PORCELAIN PIPE FL S: 9.99'
r o 12" PORCELAIN PIPE FL W:9.99'
ut
rn
c m
EXISTING
DRIVEWAY
N
0 YDRAN TER VALVE
T P NUT EL=15.69
vSANITARY SEWER MANHOLE
z _TOR: 20.25'
v FL N,E&S:9.47'
m 1 " PO E AlN PIPE FND 5/8" IR
m W
Z w BENCHMARK
! I FLOODPLAIN REFERENCE MARK NUMBER 010305 IS A BRASS DISC STAMPED
tn
i 010305 AT SENS ROAD AND DU PONT LA PORTE CREDIT UNION LOCATED ON
CONCRETE WALK, ON CENTER OF MEDIAN AT ENTRANCE IN KEYMAP 54OW IN
THE CLEAR CREEK WATERSHED NEAR STREAM A104-07-00 ELEV.23.12 FEET
NAVD 198
STORM SEWER DETENTION
VOLUME CALCULATIONS
8"
37
LF
= 12.92 CF
12"
158
LF
= 124.09 CF
15"
437
LF
= 536.28 CF
18"
416
LF
= 735.13 CF
24"
179
LF
= 562.35 CF
30"
78
LF
= 382.88 CF
TOTAL
= 2353.65 CF
= 87.2 CY
TOTAL DETENTION VOLUME
PARKING LOT = 588.2 CY
PAVED DETENTION AREA = 2,613.9 CY
STORM SEWER SYSTEM = 87.2 CY
TOTAL DETENTION VOLUME = 3,289.3 CY
N(1TFS c
1. A SEPARATE' PERMIT IS REQUIRED FOR
LANDSCAPE IRRIGATION.
2. A SEPARATE PERMIT IS REQUIRED FOR
FENCING.
3. PROPOSED BUILDING WILL TIE TO EXISTING
WATER AND SANITARY SEWER UTILITIES IN
EXISTING BUILDING.
A. PROPOSED BUILDING ADDITION WILL TIE TO
EXISTING ELECTRICAL METER.
H2B, INC.
Texas Firm Registration No. 8856
1225 N Loop W, Suite 900
HOUSTON, TX 77008
713,864.2900
PHOENIX SERVICES
3020 NORTH 23RD STREET
LA PORTE, TX 77571
PROPOSED SITE
DRAINAGE ' 8 UTILITY PLAN
8, 2001 ADJUSTED.
OFTFVI
_
y
...:;'.'
FLOODPLAIN
NOTE
...................................n
TOD J.
HENNING
/
I HAVE EXAMINED THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL
NO. 48201CO945 L. DATED JUNE 18th 2007 AND HAVE DETERMINED THAT
.........
........................
/�'q: 86937
00o•</ O:'�6v
FENCE
23 260'
�10 SM17
ItwWR
PROP OUTFALL
FL(24 )=16.15
THE TRACT HEREBY SURVEYED LIES WHOLLY WITHIN ZONE "X" OR AREAS At
DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN. \\�jALE
NOTICE: STATEMENT IS BASED ON SCALING THE LOCATION OF SAID 10-6-2013
SURVEY ON THE ABOVE REFERENCED MAP. THIS INFORMATION IS TO BE
USED TO DETERMINE FLOOD INSURANCE RATES ONLY, AND IS NOT INTENDED DESIGNED BY : TEJ
TO IDENTIFY SPECIFIC FLOOD CONDITIONS. DRAWN BY TES SP2
SCALE: 1"= 40'
____. SHEET NO. 2 OF 2 SHEETS