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FAIRMONT PARK J-V
HCAD #0431480000270
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(5 S890 53. 50, W - 145.79'
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NOTE > a ,m" aq' ,+
1 V EASEMENT FOR FUTURE •` THIS AREA is BE SEEDED a
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DRIVEWAY. THIS EASEMENT.-. _A?a._._•-.-.-._--.-.-.-.-•-.-.-.-•-.-_-.-._.-.-•-.---.-.-._.-.-. -._... _
TO BE VOID IF EASEMENTS TO I 1-
THE WEST AND EAST ARE NOT N THIS atLA ro BE SEEDED I
PROVIDED WITHIN IS MONTHS. _..-..-..-.._...............
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GRABS/ LANDSCAPING AREA
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DOLLAR GENERAL STORE 20
10405 W. FAIRMONT rvtiEE:. -IB'-0 '43' 20'-0 2B'-4
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HCAD #0431480000342 !:' SPARKING
�. DACE PROPOSED SITE
I ;: • 2L9 20.96 i PEDIATRIC CLINIC
t �' ' ZL61 iB.DONWM1pb 1 OF LA PORTE
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_ • • I 10409 W. FAIRMONT PARKWAY
22.I1 22.11 4' SIDE"ILK K 22.11 2L44
,� .1 LA PORTE, TEXAS 77571
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1�E'LA'DSCAPING
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.OWNER -
DR. AND MRS. S. RAHMAN UDDIN
401 EAST FAIRMONT PKWY
LA PORTE. TEXAS 77571
281.867.0291
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GENERAL CONTRACTOR-
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MOORE AND MOORE
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GENERAL CONTRACTORS, INC.
530 SO. BROADWAY
8 PARKING SPACES \
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LA PORTE. TEXAS, 77571
2 HC SPACES
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281.604.0532
6A34
20.84 = U.2
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-LEGAL DISCRIPTION-
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0.792 ACRE TRACT OUT OF THE
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WILLIAMS JONES SURVEY,
ABSTRACT NO.482, PT. OF
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HARRIS COUNTY,
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-SITE INFORMATION -
SQUARE FEET-34,499.52
ACRES - 0.792
119.41
PERIMETER - 15,192.04 FT
D.5 =202
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1
ZONED; GENERAL COMMERCIAL
_ x -
-
S SIDEWALK• =11 IL K, _209
I: -:I. R0.6 =20.84 20.6 •20.4 i •' 1
r to '
Itsv�' PARKING 28',0•
I• l' �_ SPACESS 10.0 • • IS 0 _ ' : ccnT�iMiaa
i I••j• •5 \ 6'CLSB. 99.5
`\ �� COLNRtx1OL5 /� 19.2x
"• `COOT&
cahnnLQlr r �
N 41 9.7 ---
- 24' DRIVE TO TIE
C ii GULL. •>`� INTO FUTURE DRIVEWAY
INSTALL 6*FLOWRSTRCTCR
FRILR TO OISDIARGE Eno
I• I8.7 i t
yl a.4 CCNt' UGs E 19.2 19.2x .1 YP.
w 0 i 8 4' MIN. CALIPER
,�• i' PARKING \
SPACES 3T-0'
h pttL tlt y�j - ^ 6'CIFL �
NOTE: WATER SUPPLY i.r''3t'•'•'�•`-+D" i- CO`ItIlYJO{S
AND SANITARY SEWER TO 1• I • 193
14Z 19.4= _
HAVE A 9' SEPARATION. 5
19�i 20.21 - 0.1-•--•--•--•----
I S 89° 52' 52' Vf - 155.00'VN75 LAUDSCAPING BED W/ 20.31
F.H. i i 3-3/4' WATER METERS DWARF OLEANDERS @ 3' O.C.
FIELD VERIFY i i 1-3/4' IRRIGATION METER 10'-0• -I
¢•..x+=,• ' W jRAFFIC CONTROL BOX CM
W U 9!• FL W W YY 1N - - - 24_RCP - W - W 50 Fl
DITCH 4-- ---fc"=---------E--------rc-------------4---- Ct
COLLECTED STORM MNOLF TO DIAN
( R� INTO EXSTING OPEN DITCH SYSTEM �131
MH 70' TO M.H. I TOP OFRM 20.56 DRIVEWAY
\/ S EAISTWIG 21• SAY $EWERS PROPOSED f� S S S S S S S_ S EUST'1G zr SAN SEWER
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722 11 EXISTING
535' TO f OF FARRINGTON BLVD. J
,
'22.41 CENTER OF FAIRMDNT MKWY
SITE AND DRAINAGE PLAN
LANDSCAPING REQUIREMENTS
TOTAL LOT SIZE = 34,499.52 SQ FT
LOT COVERAGE = 4,875 SQ FT
NET AREA = 29,624.52 SQ FT
REQUIRED LANDSCAPING (6%D) = 1,777.47 SQ FT
ACTUAL LANDSCAPING (SQ FT) = 5,729 SQ FT
ACTUAL LANDSCAPING (%D) = 19 %D
NOjE:
FAIRMONT PARKWAY ( I DENOTES NEWEEVATORIGINAL IONSFOSTING RDRAINAADE NATIONS.
Paa.a4 DENOTES NEW ELEVATIONS FOR DRAINAGE.
250' R.O.W.
PLANT MATERIAL
LIVE OAK, 4° CALIPER
DWARF OLEANDERS, 36" 0. C.
GRASS SOD AREAS
SCALE: 1" = 20' 1 03
BUILDING USE
NEW FACILTY FOR PEDIATRIC CLINIC OF LA PORTE
NAME OF DEVELOPEMENT: PEDIATRIC CLINIC OF LA PORTE
TYPE OF DEVELOPMENT: MEDICAL OFFICE BUILDING
OWNER: DR. S. RAHMAN UDDIN
BUILDER: MOORE 8: MOORE GENERAL CONTRACTORS, INC.
ZONED: GENERAL COMMERCIAL
JOB ADDRESS: 10409 FAIRMONT PRKWY
BUILDING AREA = 4,875 SQ. FT.
KEY MAP: 579C
BUILDING TYPE 5
LOT SIZE = 34,499.52 SQ. FT. (.792 ACRES)
TOTAL DEVELOPED AREA = 18,848 SQ.FT. (.433 ACRES)
PROPOSED BUILDING = 4,875 SQ.FT.
BUILDING COVERAGE = 14%
GRASS/PLANT AREA = 8,691 SQ.FT.
PERCENT OF COVERAGE = 54.63%
PARKING REQUIREMENTS:
4,875/_1000=5X3=15+4=19
19 SPACES REQUIRED
I HANDICAP REQUIRED
PARKING SHOWN:
30 SPACES
2 HANDICAP ACCESSIBLE
THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS
APPROVED THIS SITE PLAN AND DEVELOPMENT OF PEDIATRIC CLINIC OF LA PORTE
IN CONFORMANCE WITH THE LAWS OF THE STATE
OF TEXAS AND THE ORDINANCES OF THE CITY OF L 0 YIE.
BY:
R TOR, ORTE PLANNING
DEPARTMENT
AT: -------------------
P.O. Box 1115
604 WEST FAIRMONT PARKWAY
LA PORTE, TEXAS 77572-1115
NOTE:
FLOOD ZONE -
THIS TRACT IS NOT WITHIN THE 500 YEAR FLOOD PLAIN
PLAN FIRM NO. 48201CO-945J DATED NOVEMBER 6, 1996.
I AM REGISTERED UNDER THE LAWS OF
TEXAS TO PRACTICE THE PROFESSION OF
AND HEREBY CERTIFY THAT THIS MINORA
TRUE AND CORRECT AS TO PROPOSED 94'.
-" DRAINAGE
,4 PIPES BANK
SAND
L •...•1E � I
NOTE
4' MIN.. SAND.
SURROUNDING PIPE
DRAINAGE PIPE DETAIL
(NOT UNDER CONCRETE)
WZ 03•IV OC
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C _ 6 •Aa•J
IS• O.C.
z •.. d
' CUNC. PAVEMENT
CURB DETAIL @ SIDEWALK
(N.T.S)
r
7
wU
-Ye�ORAINBANK SAND
%7 STABILIZED
SAND. 1112
SACKITON
VARIES
NOTE
4• MIN.. STABLIZED SAND.
SURROUNDING PIPE
DRAINAGE PIPE DETAIL
(UNDER CONCRETE)
6'
WATER
ELEVAT
I8'
CURB DETAIL
(H.T.S.)
X CIAB
RIZ. a 04 C A6. O.C.
PAVEMENT
DETENTION CALCULATIONS
MAX. DISCHARGE
(0.792 AC) X (0.50 AC -FT) = 0.396 AC/FT
REQUIRED DETENTION = 6900 CUFT
(0.792 AC) X (0.20 AC -FT) X (43560 SF)
CALCULATED DETENTION = 7006 CUFT
18,683 SF X 0.375 FT (@ 4 1/211)
REQUIRED DETENTION < PROVIDED DETENTION
6900 CF < 7006 CF
TOP OF CURB = 20.0
TOP OF CONCRETE = 19.5
WATER LEVEL = 19.37
WATER DETENTION AREAS
C.B.
SF
D'
D"
USE
A
3859
1447
CF
1447
CF
8"
DIA
B
3190
1196
CF
2643
CFI
10"
DIA
C
3134
1175
CF
3818
CF
10"
DIA
D
4288
1608
CF
5426
CF
12"
DIA
E
4212
1580
CF
7006
CF
12"
DIA
PIPE SIZES/LENGTHS
8" PIPE = 73.96 FT
10" PIPE = 157.71 FT
12" PIPE = 116.29 FT
USE OF A 6" FLOW RESTRICTOR
LOCATION MAP
THIN WALL KNOCK
1 OUTS, TYPICAL ALL
NOTE:
ALL CATCH BASINS 24X24
4500 PSI CONCRETE
H-20 LOADING
ELEVATION
DRAINAGE CATCH BASINS
CATCH BASINS:
24•X24'
GRADE 60 REINFORCEMENT
-{ 4500 PSI CONCRETE
I H2O LOADING
LM�1®
PLAN
1" CATCH BASIN
LANDSCAPE `CALCULATVONS SCALE: NONE 02 NOTES TO SITE AND DRAINAGE PLAN SCALE: NONE 01
- architecture - design -
- construction management -
530 So. Broadway
La Porte, Texas 77571
Office:281.787.0552 Fax: (281) 471-0601
www.a-designpartners.com
PROJECT NUMBER
PROJECT TITLE
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PROFESSIONAL SEAL
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DRAWINGS ISSUED FOR:
OWNER APPROVAL
PROGRESS PRINT
FINAL PRINT
SCOPE OF THE DOCUMENT
THIS DRAWING INDICATES THE GENERAL SCOPE OF THE
PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE
DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL
ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL
ELECTRICAL SYSTEMS. AS SCOPE DOCUMENTS, THE
DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL
WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION
OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON
THE BASIS OF THE GENERAL SCOPE INDICATED OR
DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS
REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF
THE WORK. THESE DRAWINGS SHALL NOT BE USED FOR
CottsTRunm UNLESS DATED AND NOTED AS ISSUED FOR
CONSTRUCTION WORK. THIS DOCUMENT IS THE PROPERTY
OF G>'iJeWPzrt+ams AND IS NOT TO BE USED, IN
WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORIZATION OF
CJ:� CJ�•.;�i�arT f='rar•6ricr:•x
WARNING
IFTHIS BAR DOES NOT MEASURE 1' THEN DRAWING IS
NOT TO SCALE
DRAWN BY:
DPL
CHECKED BY:
DATE
2004/04/14
SHEET TITLE
SITE &
DRAINAGE
PLAN
DRAWING NUMBER
SHEET NO.
C11
02
15
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