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WEST POLK STREET
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CONNECT TO
003111116 S•N MN
PONDEROSA PLASTIC.$
II 11 13 14 15 16 17 18 19 20
TOM CHIM3ED x011 r`
ON TOP OF }IEADWALL
a" 16.93:0978 ADJ) NGVD'19
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lei
NO GAS ROUTINE
NO LANDSCAPE METER
LANDSCAPE LEGEND
0- EXISTING TREE
- BUR OAK (411 CALIPER MIN.)
5 GAL. RED TIP PHOTENIA 0 30" CENTERS
(100' R.O.W.)
LANDSCAPE,
A. 525 L.F. PUBLIC STREET = 525 30 = 17.5 STREET TREES REQUIRED
B. 36 PARKING SPACES 10 = 3.6 PARKING LOT TREES REQUIRED
C. TOTAL TREE REQUIREMENTS = 17.5 + 3.6 = 21 TREES
D. -42 CREDITS + 21 TREES = -21 TREES OVER 50%
EQUIVALENCY CREDITS
6" TREES (10) X 2 = 20 TREES
8" TREES (13) X 3 = 39 TREES
12" TREES (1) X 4 = 4 TREES
6" TREES (10) X 2 = 20 TREES
TOTAL n OF CREDITS FOR THIS OPTION = 63 TREES
TOTAL TREE REQUIREMENTS (21) - (63) CREDITS = 42,
21 TREES X 0.50 = 10.5 TREES REQUIRED TO BE PLANTED
SHRUBS 10.5 TREES X 5 = 15 SHRUBS REQUIRED
-1' 94 GONTINbUO, 10• LAPS
V4V.
VrT.
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CONCRETE CURB
SCALE, NON@
III
GRADL' 60 "twoNtme T 4a
4900 PSI CONORETE
H2O LOADING PARTIAL OW11ON
CATCH BASIN 1241 x 249 x 389 1
113 Errs Cole=Tm
INLET It. IOFOP aPZLM FMI ri'�Rar+°
IOTOP
IIre� A
DRAIN LIM
6.Ou, s• vIA
RClTIUOTOR PIPE
siM VIPH EN17 VIPY7
eerie Nae
STORAGE IN GRASS SWALE
TOP ARM-1e.902.50 da. a.
eOTTOIi AM - 2.140.00 SO. 7r.
A? w "I
1R."11, a1III.")
7+w (0.53)
10,566.25 (0.53) - &VgAA R.
IN MAN ABA
PARKING ANALYSIS
17 SPACES a 9' X 18'
2 HANDICAPPED SPACES a 13' X 20'
STD. SIGN '.,.
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LEGEND
EXISTING PROPOSED
--- - CONTOUR -
x s°� SPOT ELEV. XdO
STORM SEWER
- - SANITARY SEWER - -
- WATER LINE
a GLEAN OUT OCD.
�® CURB INLET
MANHOLE O
Au vIATTs■ suvACE w.4o
SATE VALVE Id
} FIRE HYDRANT Q
osoof
rP+• POWER POLE oPr-
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rLP• LIGHT POLE OLP•
ALWO.1112 . vo,.
■ CATCH BASIN ❑
ra FLOW LINE F/L
PAVING STORAGE DETAIL
TD• TOP OF GRATE T.O.
SCAaa. Nore
1wT INV.
• FINISH FLOOR F.P.
T.O. TOP OF CURB T.G.
STORAGE VOLUME COMPUTATIONS
1. STORAGE ARE IN CONCRETE PARKINS • 1,877 CP
LEGEND,
2. ercaxi AREA IN CAT01 MEW . 60.90 Or
U.E. - Ubllltg Easement
3. 91MArt ARM IN e• STM SM - 24.e5OF
A.E. - Unobstmated Aerlol Easement
B.L. - Building Line
4. STORAGE AREA IN ATORIISTMIA Reel - e,.55 a
(All as per recorded plat of subdivision)
M 12- . 45.55 a
StIZIM AMA IN I2• ST01M RestSM.
6.
e. atCRAGE AREA IN dolor . I5U a
DRAINAGE AREA IN ACRES
TOTAL ACCUMULATED G.F.S.
7. BRRAO! AREA IN CitASS dMLlS . 5.600.ee Q
GRAM OR
TOTAL STORM A WIOID - 13.793.62 Q
DETENTION SUMMARY
STORM DRAINAGE NOTES,
1. PLUMBING OR DRAIN LAYER CONTRACTOR SHALL OBTAIN ALL PERMITS AND
1. ARM Sam 1.5616 AM
PAY ALL FEES AND PRO RATA COST THAT APPLIES TO HIS WORK BEFORE
CONSTRUCTION BEGINS. (INCLUDES OPENING IN STREET, BORE AND JACK, TIE TO
2. a1IMON STORAGE MTd IG9 a 0.s0Aa"/AG
CURB INLET, MANHOLES, ROOF DRAINS OR OUTSIDE DOWNSPOUTS CONNECTION
3. MTGmON STORAGE VUA 9: R7DnRs9 13.1"S Or
TO DRAINAGE SYSTEM, CATCH BASIN OR OUTSIDE AREA DRAIN, AND GROUND IN
STORM DRAIN PIPE, ETC.)
4.MITWTICHSTORAGEYOUR!R6AM 13.793OF
S. WAMMI0N rural SMACK 21" 19.40 Pr
2, ALL NEW FINISHED ELEVATIONS SHOWN ARE TOP OF NEW PAVEMENT OR
GUTTER GRAMUNLESS SHOWN ORE NOTED OTHERWISE.
e. vAwwr annal RATE ALLQID o.n a5
7. ■AwNIA a"" 0." as
3, THIS STORM DRAINAGE SYSTEM IS DESIGNED FOR A THREE YEAR RAINFALL
FREQUENCY USING 2.500 CFS PER ACRE.
6. RedTRICTnanRSSIZE 6• OIARIER
4. ALL UNDERGROUND UTILITIES SHOWN ARE NOT GUARANTEED TO BE COMPLETE
METERED OUTFALL COMPUTATIONS
OR DEFINITE, BUT WERE OBTAINED FROM THE BEST INFORMATION AVAILABLE.
AREA OF OSTI[flCM, LUIS ALBS x 0.60 (AfigCll.TIFN,) a) . 0.79 015
S. LOCATION OF ALL UNDERGROUND UTILITIES AS SHOWN ARE BASED ON ABOVE
1SING GRIM d01NTION, a - OAB9-F II . 022 HEAD 9 . 022 rot c . OA
GROUND STRUCTURES LOCATED IN THE FIELD AND SOME INFORMATION FROM
RECORD MAPS PROVIDED BY PRIVATE UTILITY COMPANIES, CITY, AND COUNTY
D • D - D.10 D. oats•
UTILITY MAPS. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY
aasn + V4
FROM LOCATION SHOWN HEREON AND ADDITIONAL BURIED UTILITIES/STRUCTURES
0.4•014• dWmt-r Bee uraU
MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROCESS OF
THIS SURVEY, THEREFORE, ALL UNDERGROUND UTILITIES SHALL BE VERIFIED IN THE
we,esu*smFOR AWHTeNANOerN@GSee
FIELD PRIOR TO ANY EXCAVATION. CONFLICTS FOUND DURING VERIFICATION
SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY, CONTRACTOR AND/OR
OWNER SHALL CALL THE UTILITY COORDINATING COMMITTEE FOR THE HOUSTON
METROPOLITAN AREA AT 713-223-4567, 48 HOURS PRIOR TO EXCAVATION OR
CONSTRUCTION.
6. ALL STORM SEWERS CONSTRUCTED UNDER CONCRETE PAVEMENT ARE TO BE
BACKFILLED WITH STABILIZED SAND UP TO SUBGRADE AND ALL STORM SEWERS
NOT UNDER CONCRETE PAVEMENT TO BE BACKFILLED TO 3" ABOVE THE PIPE
WITH SAND.
TYPE OF MBLOPMENT, PLANT KAREFIOU=.,E AND PARKINS LOT FOR PONDEROSA "TIG8
OYWERS, JAMES R. GARTM CPHT SR
BUILDERS, S. H. (611J CRAWORD
ZONED, L16HTINDUSTRIAL
JOB ADDRESS, 106 K I5TH STREET
I, CHARLES E. BATES, AM RE61STEPM UNDER THE LAWS OF THE STATE OF TEXAS TO
PRACTICE THE PROFESSION OF SURVEYIN6 AND HEREBY CERTIFY THAT THE ABOVE
SITE PLAN 15 TRUE AND CORRECT, AND THAT ALL BEARING, DISTANCES, ANGLES,
CURVE RADII AND CENT"L ANGLES ARE ACCURAALY SHOWN ON THE PLAT.
THIS 15 TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS, HAS APPROVED THIS SITE
PLAN AND DEVELOPMENT OP THE PONDEROSA PLASTICS IN CONFORMANCE
WI THE ORDIH GE5 OF THE CITY OF LA PORTE. B/F 19b
GT PLA I EPARTMENT -/I O�
THIS PROPERTY LIES IN FLOOD ZONE "AE• AS SHOMAI ON THE FLOOD INSURANCE RATE
MAP - COMMUNITY PANEL NO.4820IC0445J MAP REVISED, II-"6
ELEVATIONS ARE BASED ON MEAN SEA LEVEL N.OJ4.A. 1492-1978 RELEVELIN6
NOTE, ALL UTILITIES SHOMA! ARE AS PER CITY OF LA PORTE UTILITY MAPPING
REFERENCE BENCH MARK, LA PORTE CITY SURVEY MARKER LPSM 026
PUNCH MARK IN BRASS GAP • OLD PORTE THEATER
HEST MAIN EAST OF NW-146
ELEVATION, 2256 p478 ADJJ NSVD'24
B/F 195
LEGAL DESCRIPTIONR
BEING 889894 SG. FT. OR 1.5818 ACRES BEING ALL
OF LOTS 1 THRU 10 AND 21 THRU 30, & 180 ALLEY
ADJACENT THERETO, BLOCK 7189 TOWN OF LAPORTE
AS RECORDED IN VOL. 8, PG. 18 H.C.M.R. IN THE
JOHNSON HUNTER SURVEY, A-35, CITY OF LA PORTE,
HARRIS COUNTY, TEXAS.
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