HomeMy WebLinkAboutLA PORTE STUDIO INN REVISED SITE PLANW #,E
PORTE
PROMCP
LOCATION
VICINITY MAP
'OVERHEAD ELECTRICAL LINES PWR POLE
/ PWR POLE PROPOSED F.H.
PWR POLE �.
PROPOSED 8' WATER LINE
W N
3 W
NLU
ix
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2
6 ~ U
W K
N V LI
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W q y ( W
= W q
J I C3 (� W
Ce a WEST ' H ' STREET d W
:It W ' c
W
W
o, W '
CL o
o HACK OF CURB
a
FND. 1/2' IJR. I*--- FND, S 86°58'17' E - 296,00' ELEC. SERVICE POLE
0 0 00000 00..
3/ 'LANDSCAPE METER I
/BACK FLOW DEVICE PROPOSE 6' SEWER SERVICE
NOTEt /Bpi' FATERDEVICEM
( SAMPLE WELL
SERVICE LINES TO HAVE (SEE NOTE 10 OF DETAIL)
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BACKFLOW PREVENTION DEVICES,
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25'
I
PROPOSED
PROPAN
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LA PORTE STUDIO INN
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In
50 ROOMS
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The Owner C La Porte Studio Inn) permanently grants a 27' linear point of access
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FINISH FLOOR ELEV. 17,50
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¢
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(Internal driveway) to the adjacent property (Denny's) for Ingress and egress
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located along the property tines of Lot 26 or Lot 7. The City of La Porte
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� 36,23'
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H
acknowledges that 3 parking spaces will be deleted in order to provide this access.
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The point of access (internal driveway) Must be properly aligned to ensure the
5
N
1.19 ACRE TRACT
~
°'
I
level of safety and efficient veh!cular circulation between the two properties,
( I
'Do7
7'
ZI
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I
CURB
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132.08'
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°
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3
W
1--
W
37,
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aCU30'
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THIS TRACT- IS LOCATED IN ZONE X (SHADED) AREA OF 500 YEAR
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`T
FLOOD, AREA OF 100 YEAR FLOOD WITH DEPTHS OF LESS THAN
JI-_--I-
ADD CON(. PVM'T,
&DRIVEWAY
N CARPORT
1 FOOT AS SCALED FROM FEMA, FIRM MAP NO. 48201CO945J.
FOR ONE
PARKING
SPACE,
PROPOSED 6' CON(,
PVM'T,
CU
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REVISED NOV. 6, 1996. TO BE USED FOR FLOOD INSURANCE PUR- KRGGER — FAIRMONT PARKWAY CENTER
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CU
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A
U
CURB
POSES ONLY, AND DOES NOT REPRESENT FLOOD CONDITIONS.
VOLUME 383, PG, 145 H,C,M,R,
ql
PAINTED STRIPS
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18
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ROD.
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25'
4',T
PRO OS.ED. .•.
COCD C. P
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CURB'
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up
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9'
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20
(
PROPOSE
DRIVEWAY
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6' CONC.
P V M' T,
W
DETAIL 'C'
--I--I-
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PROPOSED 6' CONC. PVM'T.
In
a.
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aF MATCH
EXISTING
I, H. CARLOS SMITH AM REGISTERED UNDER THE LAWS OF THE STATE
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OF TEXAS TO PRACTICE THE PROFESSION OF SURVEYING AND HEREBY
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cuRH
DRIVEWAY APPROACH PER
CITY OF LA PCRTE REQUIREMENTS
CERTIFY THAT THE ABOVE PLAT IS TRUE AND CORRECT, AND THAT ALL FND, s/e I.R.
„FI,Rf,�LANE 2,
FI�cE LMNE
4
BEARINGS DISTANCES ANGLES CURVE RADII AND CENTRAL ANGLES
D'10, WIDE
I I
I
v
ARE ACCURATELY SHOWN ON THE PLAT.
H. CARLOS SMITH
TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 1228
THIS IS TO CERTIFY THAT THE CITY OF LAPORTE, TEXAS, HAS APPROVED
THIS SITE PLAN AND DEVELOPMENT OF LA PORTE STUDIO INN IN CONFORMANCE
WITH THE ORDINANCES OF THE CITY OF LAPORTE, TEXAS.
EXISTING F.H.
•Q' PROPOSE UR
CDNC. IDEWALK .. ••
RD IN GTE
AD
�
EXISTING
F.H.
( �
^
P� ❑
s
Ip1GEA
PRO
OSED 4' C NC, P
M'T.
d•
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1d N
gNTGRE
'
J�N =
(
2
1
20
CUR
CURB
(
CURB
20.00
E1wANsmr ,APT
CL
2
fJ 4
FND, 5/8I.R.
tU
N 86.58'17' W - 0.12'
6' VDDD FENCE
FND, N
86'58'17" W
- 296.00'
INGRESS L EGRESS
EASEMENT
FND, I/2' I.R. p R POLE
s e7 as 2e E - 0.11
-
60'
CALL
S 86.56'50' W -
296,00'
SWALE TO
CURB CUT
SWALE TO
CURB CUT
SVALE TD
CURH CUT
>
�8'
DENNY'S CLASSIC DINNERLA
�� >< in
HDPE
¢
(
(
g '
A
PARKING:
MINIMUM 4 SPACES +
4 SPACESORTS
H.C.C.HCCF,C, 434136
MOTEL:
1 SPACE/RENTAL ROOM
x 50 ROOM=
50 SPACES
EMPLOYEES:
1 SPACE/EMPLOYEE x 4 EMPLOYEES =
4 SPACES
(�II(I^
�bi�
aoso
N
c
REQUIRED:
58 SPACES
PROVIDED:
56 SPACES
° A
LEAVE 2' CUTS
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qoi
IN CURB 8 100' SPACES
a �
Iag��
j EXISTING PIRELANE
EXIST. DEVELOPMENT =
1.19 ACRES
43,560 X 1.19 =
51,800 SO. FT.
LESS BLDGS. _
_12,540 SO. FT.
o
=
39,260 SQ. FT.
DENNYS
EXISTING DRIVEWAY
`q
LANDSCAPING ® 6% =
2,355 SQ.FT.
8
NAME
NAME OF DEVELOPMENT:
LA PORTE STUDIO INN
�.
LANDSCAPING PROVIDED:
OF DEVELOPMENT:
MOTEL
EXISTING FIRELANE
PROVIDED:
'il,,,�,,,,,, _,.•._
10'
FRONT
= 750
SO.
FT.
OWNER:
REGENCY INNS OF SANDESTIN, INC.
+N.% � �
N. SIW. DE BUILDING
= 1,344
,540
SQ. FT.
BUILDER:
KISHOR N. PATEL
EXISTING FIRELME
o—o—n- -o--v115"
E. SIDE BUILDING
S. SIDE BUILDING
= 399
= 1,050
SQ.
SQ.
FT.
FT.
LEGAL DESCRIPTION:
LOTS 1-7 & 26-32 BLOCK 168
R '¢
-
-J
INCLUDING PORTivN OF 16' ALLEY
TOTAL LANDSCAPING PROVIDED:= 8,083
SQ.
FT.
& EAST 1 /2 SOUTH 12th STREET
#3 BARS @ 18'C-C (B❑THWAYS)
TOWN OF LA PORTE
MAYOR SUBDIVISI❑N
3000 PSI CONCRETE PVM'T,
JOB ADDRESS:
902 SO. HWY. 146
SITE PLAN
5^—{^ = LIGUSTRUM HEDGE
ZONED:
GC - GENERAL COMMERCIAL
OF
:DETAIL 'CA'
=RED TOP PHOTINIA
LA PORTE STUDI❑ INN
PROPOSED
FIRE
LANE
SIDEWALK
® = LIVE OAK
TOWN OF LA PORTE
= CREPE MYRTLE
J❑HNSON HUNTER SURVEY, A-35
LA PORTE HARRIS COUNTY, TEXAS
REVISED: 3/07/2004 DELETE FIRE HYDRANT, ADD .FIRE LANE SIDEWALK
REVISED: 2/02/2004 ADD FIRE HYDRANT, DRIVEWAY. & PARKING SPACE.
REVISED: 1/28/2004 BUILDING DIMENSION LAYOUT
REVISED: 1/28/2004 PROPOSED PROPANE TANK
REVISED: 1/28/2004 DRIVEWAY TO DENNY'S
REVISED: 6/18/2002 REVISED DRIVEWAY & PARKING
REVISED: 6/03/2002 ADDED NOTE ON EASEMENT AS PER CITY REQUEST.
REVISED: 5/05/2002 UTILITY EASEMENT & BLDG. LINE WEST PROPERTY LINE.
1 1
• PORTE,
1
-'
1
vARIEs
VICINITY MAP
Elm
mvs"cmnGRml
fF.YEEAND C01OI NON alp
TM BAW
CONCRM
EARTH
••1 FlDWeIE
C O p'
`. e
a roDDK �
FRONT VIEW MDtt
NOTES
1. 94WLM MnL MUST iE INSTAM UNDER A SEPARATE PLWWPIO POUT,
2 UK IY Ti0 R.CY. TO WSTALLATW PER WSTALLATIW P-O' DEEP AM =SL
a 181AL ATION GRATED THAN C-0' DFEP.,STD RING...
. A WAT.R 1RAN GUT= DUMER'R PPE)CONCFEIE PAD (S'
6 MU MISIALLATIW NOT PLRWN'KD, IIMIX OUTSIDE WSEALLATION 14 PCAT "
• MHSTALLAi1Qt WIDE BUDS MUST BE POURID W PLACE (16•MN) NoCONCRETE PIPE
13p PMTiQ7, (Aq-TNM com moca O.)
7. LAWN *WAµAiWN MUaT iK P ADM PMEDKD GRADE
• DARK 1 SW S" NWAl1ArAN MUST K 1' ADM FpDBD WADE
B, TOO KAMm W 10VAIE PROPM, W AN AC smz IDCATDN TO CNY
- 10. 00141111110 SEMI TO W TO 1170 SEMW SEAKE LINE DOWN 9TWAM OF T7K SAMPLE WILL
SPECIFICATIONS
CONCRETE :- Clap i concrete with of design strength of
4500 PSI at 28 dap. Unit it of =11thie
construction at floor and Mt stage of Raw
with sectional river to required dpth.
6L CASTWOS: Cpt Iran komse and grotYeIe� Err manufactured
GapOirlvfdnnA.ISNTD N-AISa6/A A18-70
1- N BAR IN
i
'j
#3 BAR DOWELS 0 18'
CONCRETE. CLASS I CONCRETE VITH DF DESIGN STRENGTH CF
4500 PSI AT 2B DAYS, UNIT IS OF MONOLITHIC
Q
CONSTRUCTION AT FLOOR AND FIRST STAGE OF WALL
¢
WITH SECTIONAL RISER TO REQUIRED DEPTH.
N
REINFORCEMENT, GRADE 60 REINFORCED. STEEL REBAR CONFORMING
TO ASTM A615 ON REWIRED CENTERS OR EQUAL
Tn
z
'TI
Z N
C.L CASTINGA CAST IRO) FRAMES AND GRATES ARE MANUFACTURED
�y
� GREY CST IRON CONORKING TO ASTM M8-76
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CLASS 30.
P4
w
=�
�
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a
Z�
W
a
'al
o
m I
NYE
PORTE
PROJECT
L WATION
MODEL N
DIMENSIONS
CATCH JlMCT4O1
Vi W2 H1
tH2 71 KO GRATE
WEIGHT
BASIN t)OX
SUE
Las
C818 JBIB
24' 16' 34'
30' 4' 15' 18'X18'X1.3'
LOON
CO27 JW7
371. 25. 40,
36' 6' 24' 87'X27'X2'
.2,873
�w
= o TRAFFIC �
H a ¢ cA:r 7sW on�rA
Q '.... j �O� chtt-IN itm FARE
a�
VAEp� ORmNL orTDapH
v off ur
0 I
N ra
ra
oNo N .A t6I
N /-. � N'
Hit we
• .::: •• r • (�( i( Au ff
4 Dos, 01 Hon M00r01
• t ;ti`i:h'::i•ei Ili::- . %"'Y":i�?' Ca• DDmtN .r[ Da
I
WI V1
3
PARK MANUFACTURING
CATCH BASIN
N.T.S.
NOTES:
1. ALL CATCH BASINS TO BE PARK MANUFACTURING OR EQUAL. SIZE
INDICATED OR TO FIT PROPOSED PIPE.
2. JUNCTION BOX TO BE PARK MANUFACTURING OR EQUAL.
3. P.V.C. PIPE UP TO 15" DIAMETER TO BE ASTM D 3034
SDR 35. P.V.C. PIPE FROM 18" UP TO 27" DIAMETER TO BE ASTM
F 679 SDR 35. PIPE TO BE ENCASED IN 2 SACK/C.Y.
CEMENT STABILIZED SAND TO SUB GRADE MINIMUM 6"
ALL SIDES PIPE.
4. CONCRETE TO BE TXDOT CLASS P, ITEM 421.
5. ASPHALT SHALL BE TXDOT ITEM 340. TYPE D.
6. BASE COURSE SHALL BE GULF STATES MATERIALS
CALCIUM SULFATE GS 200. FLY ASH STABILIZED.
FILL-AN
FRNE AND atEll
/ CWCRIM
-xap M non
SIDE
VIEW
1 1 11NLET
PLAN VIEW
SAMPLE WELL BASIN
STD, DETAILS SHEET
-Te'
GONG, CURB
is,
OVERHEAD ELECTRICAL LINES
i PWR POLE
_ PWR POLE PROPOSED F,H.
DETENTION BASIN TYPICAL SECTOIN PWR POLE PROPOSED 8' WATER LINE
.-._._._._._.-._ 7-.-._.-.-.._._._..�,
16'
W ! Z
y J
W
1 1 ¢ J u
2 2 i W x
¢ '> w
y
W a W W
4 M H y
4' CONC, SIDES -j a
& BOTTOM w ( a WEST ' H ' STREET d =
W
i0 j 5 I l5,4 16.0 15.4 15.2 14.6 ' 14.6 14.5 0
to y
W 1
aI a
HACK OF CURB
a. ® T'C• 13,36
n t®, SERVICE POLE I.E. 11.110
16,4 16.4 FNn. 1/2 II2, 16.1 FND, S 86°58'17' - 296,00' 15.0 14.6 -"i FND.
I.R. 0.12'
®����^®���� ������ D TE TIN 16.2 CURE 16z cuaa
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o n
I I ( PROPOSED 6' SEWER SERVICE W ( L D C A E c I.E. !3, ❑ 0 _ a.7► 1fi' 4'
Lu
SAMPLE WELL 13 Lu i o 83' HS� 25 ��5%/ 6' RESTRICTOR
3W LANDSCAPE METER 16,5 CSEE N❑TE 10 OF DETAIL) I 16.5 yI 16.5 \'�1 \ 5' 2
W HACK FLOW DEVICE
2' WATER METER / 20rJ,
16.5 WHACK f$$1W DEVICE 16.1 15,9 15.6 151 15.Yf? �O�O� hA6 44 / 14.2
zl NO v E� S.
}x SE f�E LINES TO HAVE I ~ n ��cBt2
KROGER - FAIRMONT PARKWAY CENTER P21 I w) al I BA LOW PREVENTION DEVICES, wW U12, IN-
VOLUME 383, PG. 145 H.C.M.R. 1� °j' I ( Dcu ZI.E 13.2o F a
10� 5.33' ¢= p G. 15.60 E. 11,84
�s`q W / ( LA PORTE STUDIO INN ¢y M ;J// >
0 0 }) ( , I.E.IE. 11.50 u
z� N 50 ROOMS ( Iri z u M (i Z Y o
FINISH FLOOR ELEV, 17.50 ( `1 jo ,W \ zo J a o
Io a I/ a T"
o Ia
5 N 1.19 ACRE TRACT '-
HANDICAP RAMP I I I �b I / / zI ti 3 CURB
NTS 16.7 16.3 I ^ OB MAIN�hYTRANCE DOD /� J a
152 a. 14.5 e
1: 10 SIDE SLOPE LLJ I - 17A - CL a c, a '1
® O t .a 7D � a N 30, / e' C3
CD CURB 2 6.2 7.4s 7.45.^. Lj
j Lou //u .-I-I ra W U
.-
I°Y) RAMP ILu
PORT ( / a =m CY) ¢
5' PROPOSED 6' CONC, PVM'T. to /,�CL
z l7 (J N op I ¢ CURB J
v (,l / I6B 1 0 16.5 \ 1+. A U Q'
Q 'ti P RP PAINTED STRIPS -I
R,C.P,
I.E. 9.91-E
14' MIN. A Q ( 3 Si LLI to114
NOTES FOR WHEEL CHAIR RAMPS \ NI % a I 4,8' RAD. 06 �
>-� 25' \ PRO OSED 4' CO P M'T, �� / z 4, CURB ¢
1. SLOPE RAMPS AT 1:20 MAXIMUM - GROOVED 0 4 �" I I / / S L�
SURFACE IS NOT REQUIRED. 16,5 16,2 f i 15.9 5,6 15,5ozli,20
I5,0 / 14,8 I EI 11,9 [, • 11,eo 25 `O 14,9 14,3 14,6 Phi ti ti
cc z z ..l J _ I L 5, �,
2. THE LOCATION OF THE WHEEL CHAIR RAMP MAY 8E U I I p cue ),E, 12i 2 �- 918 q I PR�POSE DRIVEWAY " w-7
SHIFTED FROM THE PROPOSED LOCATION ON THE u I . 198 L.F: 12 PVC 8 0.45ti. Is. D w R7
PLANS BY THE ENGINEER IF IN HIS OPINION BE- ' G. 1 ,60 98 L.F.-15' 2 0.30% rn f o 6 CONC. P V M T, j =
a SLOPE 4,45% r
CAUSE OF UNFORESEEN EXISTING CONDITIONSAT/ �� � / OL I > L) L) Aa
THE TIME OF CONSTRUCTION) A CHANGE IN LO- d P OPOSED 6' CONC, PVM'T, 3 C3 Q.
z W ¢
CATION IS NECESSARY. p � / i G' \ 0 3 m a MATCH EXISTING
BAR O 19' O.C. BOTH WAYS
25'
STABILIZED SUBGRADE 6" LIME
STABILIZED SUBGRAD
6" LIME -
CONC. PAVEMENT DETAIL
4' THICKNESS - PARKING LOT
6' THICKNESS - DRIVEWAYS
N.T.S.
F¢
y
a I a / cu \ ( I 9Q 24jP a ( z a
/ \ C3 DRIVEWAY APPROACH PER
FIND, 5/8' I,R. , FIRE t(ANE \ I 'DESIGN WATER SURFACE \6,7 / / \ .CURB ¢ CITY OF LA PORTE REQUIREMENTS
2 I �-PROPOSED F)RE HYDRANT I \ I It
4' q
EXISTING F.H.F
TXDOT ALLOWABLE RUN-OFF C Q=CIA )
DESCRIPTION
AREA
100 YEAR STORM
150' AREA
0.60 AC.
Q = 2.64 cfs
TOTAL SITE
1.19 Ac,
Q = 12,71cfs
RAINFALL INTENSITY FORMULA
C tC+ d )e
CONSTANTSI
2 YEAR STORM
100 YEAR
ST❑RM
e b d
0,800 68 7.9
e b
0.706 91
d
7.9
TIME OF CONCENTRATION
tC
OVERLAND FLOW
25 MIN,
OVERLAND FLOW
25 MIN,
GUTTER FLOW
7 MIN.
GUTTER FLOW
7 MIN,
TOTAL (tc) = 32 MIN,
TOTAL (tc)
= 32 MIN.
I=3.56
I=6.74
a
16.2 LCU
,2 FND, 5/8' I.R. 1
N 86.58117' W - 0,12'
INGRESS 1� EGRESS
60' EASEMENT
16.0
�j-6' WOOD FENCE
15.4
GRATE & PIPE SCHEDULE
Li
PR OSED 4' C NC, P M'T, \ C3
DENNY'S CLASSIC DINNER FND, N 86°58'17' W - 296.00'
LA PORTE CALL S 86.56'50' W - 296,00'
H.C.C.F.C. 434136
15.3 15.1 15.5
STORAGE, H.C.F.C.D.
TOP
GRATE
PIPE
SIZE
GRADE
INV, ELEV,
FROM
TO
LENGTH
%
OUT
IN
1
2
15.85
12'
98,
0.45
13.35
12.91
2
3
15.85
15'
98,
0.30
12.66
12.37
3
4
15.85
15'
92'
0.35
12.27
11.94
4
OUT
15.85
15'
120'
0,35
11.84
11.42
REQUIRED,
S = 0.45 (A)
= (0,45) (1.189)
= 0.5351 Ac-ft,
= 23,306 Cu-ft.
HYDRAULIC TABULATIONS STORAGE, H.C.F.C.D,
PR❑VIDED - W.S. ELEV. 16.7
DRAINAGE AREA
NO.
ACRES
02
Q100
1
0.40
2,30 CFs
4,04 CFS
2
0.40
2,30 CFs
4,04 CFS
3
0.23
1.30 CFs
2,32CFs
4
0.16
1.00 CFS
1.72CFS
DRAIN PIPE CALCULATIONS C2 YEAR)
FROM
1
TO
2
DRAINAGE
AREA NO,
3
TOTAL
D.A.
AC.
4
TOTAL
CA
5
LENGTH
FT.
6
TIME OF CONCENTRATION
•-
MINUTES
I
IN./HR.
10
Q
CFS
11
DESIGN
ALONG DRAIN LINE
7
INLET
TIME
8
USED IN
DESIGN
9
DIA
IN,
12
SLOPE
FT./FT.
13
CAP
CFS
14
VEL.
FT:/SEC..
15
1
2
DA-1
0.40
0.34
98,
4.9
10
14.9
5.75
1.96
12'
0.0045
2.35
3.0
2
3
DA-i+DA-2
0.80
0.68
98'
4.9
10
19.8
4.77
3.24
15'
0.0030
3.60
3.0
3
4
DA-1,2,3
1.03
0.88
92,
4.6
!0
24.4
4.22
3.71
15-
0.0035
3.9
3.1
4
OUT
DA-1,2,3,4
1.20
1.02
120'
6.0
10
30.4
3.66
3,75
15'
0.0035
4,94
4.0
DRAIN PIPE CALCULATIONS (100 YEAR)
FROM
1
TO
2
DRAINAGE
AREA NO.
3
TOTAL
D.A.
AC.
4
TOTAL
CA
5
LENGTH
FT,
6
TIME OF CONCENTRATION -
MINUTES
I
IN,/HR.
10
Q
CFS
11
DESIGN
ALONG DRAIN LINE
7
INLET
TIME
8
USED IN
DESIGN
9
DIA
IN.
12
SLOPE
FT./FT.
13
CAP
CFS
14
VEL.
FT./SEC.
15
1
2
DA-1
0.40
0.34
98,
4.9
10
14.9
10.01
.3.40
15'
0,0035
3.8
311
2
3
DA-i+DA-2
0.80
0.68
98,
4.9
10
19.8
8.72
5.93
18'
0.0035
6.4
3.5
3
4
DA-1,2,3
1,03
0.88
92'
4.6
10
24.4
7.83
6.89
24'
0,0020
10.0
3.2
4
OUT
DA-1,2,3,4
120
1.02
120'
6.0
10
30.4
6.94
7.08
18'
0.0045
7.2
4.0
M �f♦ M14 N GLOf MIN tli e Y s/W� Hal re sw•RMIre -
DETENTION VOLUMES
DRAIN NO,
Cu-Ft,
DA-1
6,453
DA-2
6,600
DA-3
6,409
DA-4
2,516
PIPE
456
DETENTION BASIN
2,100
TOTAL
24,534 C.F.
0.56 AC.
rF
FND, 1/2' I.R. -
S 87144126' E -
15,2
aD H
0
2' rZ�
4'
14.8 v
f�
o _
f N R.0 p
-B' HDPE
a
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w
a
N
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y
W,
NAME OF DEVELOPMENT: LA PORTE STUDIO INN
TYPE OF DEVELOPMENT: MOTEL
OWNER:
REGENCY INNS OF SANDESTIN, INC.
BUILDER:
KISHOR N. PATEL
LEGAL DESCRIPTION: LOTS 1-7 & 26-32, BLOCK 168,
INCLUDING PORTION OF 16' ALLEY
& EAST 1/2 SOUTH 12th STREET
TOWN OF LA PORTE
JOB ADDRESS:
902 S0. HWY. 146
ZONED:
GC - GENERAL COMMERCIAL
REVISED,11/25/2003
REVISED PARKING & HANDI-CAP RAMPS
6/19/2002, REVISED
DRIVEWAY PER TXDOT REQUIREMENTS,
5/06/2002, REVISED
DRAINAGE TABLES TO TXDOT REQUIREMENTS,
MAYOR SUBDIVISION
DRAINAGE & GRADING PLAN
OF
LA PORTE STUDIO INN
TOWN OF LA PORTE
JOHNSON HUNTER SURVEY, A-35
LA PORTE HARRIS COUNTY, TEXAS
DATE,
SCALE:
4-7-02
He CARLOS SMITH
1'=20'
DRAWNI
ENGINEERS AND SURVEYORS, INC.
CAD FILE,
A*
P.O. BOX 529 423 N. HWY. 146
3421-01DR4
LA PORTE, TEXAS 77571
,.o
PROJECT,
PH. (281) 471-4226 FAX (281) 471-4228
SHEET
3421-01
Z OF 2