HomeMy WebLinkAboutWINDMILL RESTAURANT SITE PLANN
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SEE CITY OF LA1109M SIDEWALK 4
5MEET F%LOT S fi.At154506 IKW05V
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B.M. MON *45(011-01) ON S.W. CORNER OF
SPENCER HWY f UIDERWOOD RD
ELEV. 24.38 (1918 ADJ)NGVD
T.B.M. *9 N. MOST BOLT ON F.N. ON S. SIDE
OF NORTH "H" STREET APPROX 100' E. OF
LOC LOMA 5T.
ELEV. 28.87 (1978 ADJ)NGVD
SITE D.M. (T.B.M.) CHISELED" X " ON TOP
CURB OF "B" INLET AT S.E. CORNER OF
UNDERWOOD 4 NORTH "H" STREET
ELEV 26.21 (1978 AOJ)NGVD
ACCORDING TO FLOOD INSURANCE RATE MAP 4 8 2 0 1 C 0 9 4 0 J
DATED II-6-96 THE TRACT HEREBY SURVEYED LIES WITHIN ZONE
" - " AND IS NOT IN THE 100 YEAR FLOOD PLAIN. THIS STATEMENT
15 BASED ON SCALING THE LOCATION OF SAID SURVEY ON THE ABOVE
REFERENCED MAP AND IS FOR FLOOD INSURANCE RATES ONLY AND NOT
INTENDED TO IDENTIFY SPECIFIC FLOODING CONDITIONS.
THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY 15 A
CORRECT REPRESENTATION OF A TRUE AND ACCURATE SURVEY MADE ON
THE 517E UNDER MY SUPERVISION, AND AT THE TIME OF THIS SURVEY
THERE PIERS. NO ENCROACHMENTS OR CONFLICTS ACROSS ANY PROPERTY.
BUILDING OR EASEMENT LINES, EXCEPT AS -940 M HEREON
SIGNED:
CHARLES E. BATES REGISTERED
PROFESSIONAL LAND SURVEYOR NO 4110
NOTE:
-BASIS FOR BEARINGS: ASSUMED AS PLATTED
-DISTANCES SHOWN ARE GROUND DISTANCES
-ALL ABSTRACTING DONE BY TITLE COMPANY
SUBJECT TO THE ZONING ORDINANCES NOW IN
FORCE IN THE CITY OF LA PORTE. TEXAS
U.E. - UTILITY EASEMENT
A.E. - UNOBSTRUCTED AERIAL EASEMENT
B.L. - BUILDING LINE
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NORTH 'H' STREET
(80, R.O.W.)
570.34'
THIS ISO 441MECTW
TO INJT OR J-wx SROUT AAOM
FM rat
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46may, rr,E 15' R.G.P.
GRAM Loa
L� HHEsnucTGR PIPE
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DISCHARGE DRAM! LIM WITH RESTRICTOR PIPE
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DETENTION COMPUTATION5
1. AREA SERVED I.M551 ACRE5
2. DETENTION STORAGE RATE (GS) 0.45 AC/FT
•
3. DETENTION STORAGE VOLUME REQUIRED (1.1&51)(0.45)(43560) 25,242 GU. FT
STORAGE PROVIDED
4. PARKIN& LOT 16,20250 GU. FT.
5. DETENTION POND Q?4q�. FT,
N
*
TOTAL STORAGE PROVIDED 2642150 GU. FT.
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LANDSCAPE LEGEND:
W
Q13
O 4" GAL. LIVE OAK
0 5 GAL RED TIP PHOTENIA (30" O/G)
I' oBOOD BON O KW4*,d*
ASPHALT SEAL
i
6' MRL DEAF. GONo. [4 V2' SACK G@U
PROP. STASLLM SAS!
MT. Or.
Poor. RO. rIrE-w,rwa«
KV Aft •A' S®0M6
ORM`YMY NEAP. TO SE w 1 per. STM
SARS 24. Of, EACH MY MW LAP5. rw rw rw
PLACE toom om BMK
7-0' O.G. SOTI NAYS
DRIVEWAY PROFLE [OPEN DITCH]
NOT TO SGALS
14
ION 111600)
9 H.C.M•R.
r41TER SLIRPACE
___
-6 . OO45T/8 •-_-- NO. BA
`•'UISORAM RS * 16' O.G.
PAVMiG i STORAGE DETAL
NOT W SOME
110
Ex1sr v++
LOT 11
STORM DRAINAGE NOTES:
1. PLUMBING OR DRAIN LAYER CONTRACTOR SHALL OBTAIN ALL PERMITS AND
PAYALL FEES AND PRO TATA COST THAT APPLIES TO HIS WORK BEFORE
CONSTRUCTION BEGINS. (INCLUDES OPENING IN STREET, BORE AND JACK, TIE TO
CURB INLET, MANHOLES, ROOF DRAINS OR OUTSIDE DOWNSPOUTS CONNECTION
TO DRAINAGE SYSTEM, CATCH BASIN OR OUTSIDE AREA DRAIN, AND GROUND IN
STORM DRAIN PIPE, ETC.)
2. ALL NEW FINISHED ELEVATIONS SHOWN ARE TOP OF NEW PAVEMENT OR
GUTTER GRADES UNLESS SHOWN ORE NOTED OTHERWISE.
3. THIS STORM DRAINAGE SYSTEM 15 DESIGNED ON A TWO YEAR RAINFALL
FREQUENCY, CURVE 1, (90 TO 100% IMP) AT 3.07 CFS/ACRE BEFORE DETENTION
RESTRICTOR PIPE IS ADDED.
S. ALL UNDERGROUND UTILITIES SHOWN ARE NOT GUARANTEED TO BE COMPLETE
OR DEFINITE, BUT WERE OBTAINED FROM THE BEST INFORMATION AVAILABLE.
6. ALL UNDERGROUND UTILITIES SHALL BE VERIFIED IN THE FIELD, PRIOR TO
CONSTRUCTION: ANY CONFLICTS FOUND DURING VERIFICATION SHALL BE
REPORTO 10 THE ENGINEER IMMEDIATELY.
1. CONTRACTOR SHALL CALL UTILITY COORDINATING COMMITTEE FOR THE
HOUSTON METROPOLITAN AREA AT 223-4567. 48 HOURS PRIOR TO EXCAVATION
OR CONSTRUCTION.
METERED OUTFALL (RESTRIGTOR)
COMPUTATIONS
AREA OF DEVELOPMENT 1.1651(050)=05929(A&RIGULTURAL)
USING THE ORIFICE EQUATION:
Q=GA ljfg
WHERE: G=0.60: h=3.0; 9=32.2
D.
D (0.5929)2
(2.5)(5 44
D=0.2340 To SMALL USE 4"
D=4" DIAMETER
DETENTION SUMMARY
I. AREA SERVED
1 1.1551 ACRES
2. DETENTION STORAGE RATE (GS)
0.45 AG/FT
3. DETENTION STORAGE REQUIRED
23,242 CU. FT.
4. DETENTION STORAGE PROVIDED
26,c1215 GU. FT
5. MAXIMUM DE51&N WATER SURFACE ELEVATION
21.&0
6. MAXIMUM OUTFLOW RATE ALLOWED
0.5929 CPS
1. MAXIMUM OUTFLOW RATE PROVIDED
05929 GF5
6. RE5TRIGTOR SIZE
4" DIAMETER
INTERPOSE NO OBJECTION
FINAL APPROVAL BY OTHERS
-?a.L%t1,-.
Harris County FbW Control DlsMct
DW
THE ABOVE SIGNATURE VALID
FOR ONE (1) YEAR ONLY.
DRAINAGE 4 DETENTION BY:
E.G. MYLONAS, P.E.
734 ARLI NGTON
HOUSTON, TX 77007
(713) 861-1804
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CATCH BASH! 1241 x 241 x 39. 1
>viE.
EEUEN ll
EXISTING
PROPOSED
------
CONTOUR
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0
SPOT ELEV.
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x1p,
STORM SEWER
- -
SANITARY SEWER
- -
- - -
WATER LINE
- - -
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CLEAN OUT
OG.O.
CURB INLET
®
MANHOLE
0
X
GATE VALVE
�i
FIRE HYDRANT
•P•P•
POWER POLE
0 P.P.
•L.P•
LIGHT POLE
0 L.P.
O
CATCH BASIN
O
F/L
FLOW LINE
F/L
T.G.
TOP OF GRATE
T.G.
INY.
INVERT
INV.
F.F.
FINISH FLOOR
F.F.
T.C.
L
TOP OF CURB
T.G.
J
LEGEND:
U.E. - UTILITY EASEMENT
A.E. - UNOD5mcTev AER)AL EASEMENT
B.L. - BUILDING LINE
(ALL A5 PER RECORDED PLAT OF SUBDIVISION)
INLET NOTATION,
I.D ORAMA E AREA IN ACRES
2.O TOTAL ACCU AAIW C.F.S.
MINOR SITE DEVELOPMENT PLAN
NAME OF DEVELOPMENT: WINDMILL RESTAURANT
TYPE OF DEVELOPMENT: BUILDING 4 PARKING LOT
OWNER: OTIS E ZELDA WRIGHT
BUILDERS: WRIGHT CONSTRUCTION
ZONED: GENERAL_ COMMERCIAL / RESIDENTIAL
(2201)
JOB ADDRESS: UNDERWOOD ROAD, LA PORTE, TEXAS
I, CHARLES E. BATES, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO
PRACTICE THE PROFESSION OF SURVEYING AND HEREBY CERTIFY THAT THE ABOVE
SITE PLAN IS TRUE AND CORRECT; AND THAT ALL BEARINGS, DISTANCES, ANGLES,
CURVE RADII AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT.
THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS, HAS APPROVED THIS SITE
PLAN AND DEVELOPMENT OF THE WINDMILL RESTAURANT IN CONFORMANCE WITH THE
I NANG S OF THE CITY OF LA PORTE.
CIT OF ORTE, TEXAS
DIR CTOR,PLANNING DEPARTMENT
NOTE: ALL UTILITIES SHOWN ARE AS PER CITY OF LA PORTE UTILITY MAPPING
PROGRAM.
LEGAL DESCRIPTIONS
BEING 519850 SC FT OR 1.1857 ACRES OF
LAND OUT OF OUTLOT 4909 LA PORTE
OUTLOTS AS RECORDED IN VOL Ills PG 374
N.C.D.R. AND VOL 1, PQ 33 H.G.M.R. IN
THE NICHOLAS CLOPPER SURVEY, A-198 AND
THE ENOCH BRIINSON LEAGUE, A-5, CITY OF
LA PORTE, HARRIS COUNTY, TEXAS
H.C.C.F. • B108-00-00
CHARLES E. BATES
REMTERED PROFESSMAL LAND St111VEYOR No. 4TIO
4922 WELLA AVENUE, DEER PARK, TEXAS 77538
1282 479-5135 FAX. 12811 479-3275
DATER 1-20-99 SCALER 1*■30'
JOBS 98498