HomeMy WebLinkAboutNEW LIFE CHRISTIAN FELLOWSHIP SITE PLAN (4)I
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PASADENA BLVD. -
MINOR DEVELOPMENT SITE PLAN t� STM. MN I (SEE PLAN oxc) 2'_s• so
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3 355 ACRES OF LAND OUT OC' AND 247 R.C.P. STORM s1R. Q (SEEE�PLAANIG Eoxc) 6 i8 trYPI
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PART OUT OF LOT 451 OF THE LA PORTS
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FOR TRUE WHET k 21/4*x /4'GA
aR�NranaN 21/a•.�a• cALv
OUTLOTS AS RECORDED IN VOL. 11 PG.33
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SEE PAVING PLAN HEAVY-DUTY GRADNG.
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OF THE MAP RECORS OF HARRIS OOUNTY
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- INLET
THIS DRAw,nG
TEXAS AND OUT OF A CALLED 3.669 ACRE
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TRACT CONVEYED FROM SMALL BUISNESS
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ADMINISTRATION TO LEONA E. RUMSEY,
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PREFORMEDAADHESIVEOP
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ETAL, BY DEED DATED OCT. 5, 1987, AND
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AS
MANUFWATERACTURED BY BY
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1 1/20 1/20/4
PLAN
RECORDED UNDER H.C.C.F. #L431227, IN :
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SYN -F EX PRODUCTS
SECTION
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CATCH BASIN
THE NICHOLAS CLOPPER SURVEY, A-198 '
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1/2'4-0'
AND THE ENOCH BRINSON LEAGUE, A-5
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CITY OF LA PORTE HARRIS COUNTY, TEXAS
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- EXIST. 12" WATER Qpq
LEGEND
TYPE OF DEVELOPMENT: I p = - '
CHURCH U p - 2- SS SANITARY SEWER (SIZE NOTED)
P.P.
z I Ld N86°54'1r'E - 428.10' 2 W-� WATER LINE (SIZE NOTED)
OWNER:IY
2 G-� NATURAL GAS LINE (SIZE NOTED)
P.P. 6�+ P.P. �+
NEW LIFE CHRISTIAN FELLOWSHIP J, 0 1 2 3 5 s 7 8 s 11t 12 13 t4 1 ti69 2-P-2 OVERHEAD ELECTRICAL POWER LINES(EXISTING)
2104 UNDERWOOD Dry
LA PORTS; TEXAS..
a 2 -H ��-� EXISTING FENCE
ZL. 5
DEVELOPER: I ay ( -�}� FIRE HYDRANT
GREG HOLLY tip• Q SHRUBS EVERGREEN TYPE
ZONED: EXISTING �1e EXISTIN
ONE STORY ,6X EXISTING ELEVATION `
GENERAL COMMERCIAL ASPHALT o- -
PARKING I STUCCO
w BLDGr
F.F, ELEV, + SANITARY SEWER TAP EL 1z1s'X PROPOSED ELEVATION
H.C.F.C.D. NOTES: 29.49' ' EXISTING 6" SANITAR
HARRIS COUNTY FLOOD CONTROL DISTRICT, WATERSHED CID00+ I Fv 2-E ELECTRICAL POWER UNDERGROUND (NEW)
MANAGEMENT DEPARTMENT, SHALL BE NOTIFIED AT 11r? ��� I S N SAN Q WATER METER
LEAST 48 HOURS PRIOR TO CONSTRUCTION (713- p. EXISTING
684-4050). A COPY OF THE APPROVED CONSTRUCTION ry1 Z+� SHRUBS 2104 UNDERWOOD SAN e �' GAS METER
DRAWINGS IS REQUIRED AT THIS TIME. Boa DESIGN WATER Co
SURFACE ELL..=
NEW.6 � I LANDSCAPE BUFFER PLANTS
SAN LINE 27.10
DETENTION SYSTEM .NOTES: °'� W
o a * RAMPS @ 12:1 SLOPE (MAX.) � Ila- SAN
PROPOSED DEVELOPED AREA = 1.98 AC. �°o oQ� Y aTH
DETENTION VOLUME REQUIRED = 0.45 *//1.98 p ti s'x18' �acEs + s�� s� B tiNALAPPROVA1ByOTH
( ) 1 ) Q �cY (TIP. 73) y 90
n�
= 0.89 Ac-FT. p �` p 7 ry6 ��9`+ o a n �� EL 25.10 r�� r' Z'� " 2 Q fay
�i! o W 6 C.O. T.G. 2zoo s�oeE _ ®I LEr, r b Hal its C jowgmr mod oa►uai t"
DETENTION VOLUME PROVIDED: p 1s I T.G. 27.75 d SAN 24.85��� "t1o' ® 0.33z 4'-0" �' s -'
O � 116 17 18 19 20 21 22 23 24 2� 26 27 R 24.45 0 �� 0
TOP AREA = 0,57 AC Q -� 9 30 31 32 33 34 35 36 37 3 39 40% - v mczr�� - 10" ®0_nn.33R a
BOTTOM AREA = 0.45 Ac o _... I z EL zz5 X "RAMP EL 2as2X a a a EL 2aa2X .: _ - I E SIGMATU►' VAllO.�'
AVG. AREA = 0.51 AC o 2asoX HEA80'T
. n nn�P Ill vctcr�.i
AVG. DEPTH = 1.75 FT W 1EL 2z5 2z8sX 1 j NOTES
T.G. 26.80
►�^
y
EL 2a.e X SLOPE 1. THIS SITE PLAN IS NOT A SURVEY, BUT RATHER PREPARED FROM SURVEY DONE BY
79�DETENTION PROVIDED = 0.89 Ac-FT E zaos® 0.33�: j 110'-0" j
p 6� ' O� 162'-4" -SLOPE 2 soX 25'-0zi 20'-0" I CHARLES E. BATES JOB #97-003, 01-07-97
6
AVERAGE DEPTH: ' I W 13'X18 TOP OF BERM 2. THIS TRACT LES WITHIN THE FLOOD ZONE " X" AS SHOWN ON THE FLOOD INSURANCE
�� HANDICAP PROPOSED m'
:?! EL 27.60X EL 28•j0 r I ACCESSIBLE NEW 27.60 6y-4' RATE MAP - COMMUNITY PANEL NO. 48201C-0940J MAP REVISED: 11-6-96
25.6 + 25,11 EXPANSION JOINT ENTRANCE BUILDING 40 �' tip. 27.1 - ( 2 ) = 1.75 FT I at 42 43 44 45 as 47 48 as 50 51� 2 I �1 0 3. LAND TO BE DEVELOPED AT THIS TIME CONSISTS OF LOT.451
PROPOSED NEW" ai 2s.as F.F. ELEV. 29.49' o �� IN VOL. 1, PG.33 OF THE MAP OF RECORDS OF HARRIS COUNTY
SLOPE 1 52 53 54 55 56 57 58 59 60 61 62
DETENTION PROVIDED = .51 x 1.75 CONCRETE ( I EL 27.410 •� l 9,000 Sq. Ft. + I
_, 0.89 AC -FT _DRIVEWAY N < 27.10X I I I I I o 28.I0 j n I 2,000 Sq. Ft. �I n jm,
a
3x1s PORTACHE 4. DEVELOPED LAND = 39,562 SQ. FL, BUILDING = 11,000 SQ. FT., LANDSCAPED AREA =
®0.339 1713 SQ. FT. OF LANDSCAPING REQUIREMENT.
PROPOSED NEW t2• ® PROPOSED ASPHALT PARKING "
FIRE HYDRANT STM. MH _ 0.25� E 23.57 SLOPE SLOPE < 12104A UNDERWOOD a gas X �j SLOPE
5. PROPOSED BUILDING SHALL CONSIST OF TWO SECTIONS:
> T.G. 26.50 �- EL 27.60X--'- a o
Lo 24" R.C.P. ST M SwR. W I a 2aaoX 128.BOX I =1 WORSHIP ASSEMBLY AREA = 9,000 sq. ft.
TOP OF BERM 4 EL 2zoo I IPORTACHE = 2,000 s 6 RESTRICTOR PIPE 63 EL 2Z40 EL 28.2�X EL 2882 • O1 q. ft.
EL. 27.6D 1 1 = 41 EL26.70 64 65 66 67 68 69 70 71 72 73 74 75 po EL 2882X p ( r r� J 1J
2' E 23.78 EL 28.70X ►m"
_ _ EL26.00 6. PARKING SPACES ARE: 10 MIN + 1 PER 4 SEATS
_ I ( ) ( )
EXIST. 30J S = 2L45 ~4 _ - ��,�;�_� '--''j�-�-�1 _- _SLOPE-0.20,�.� ,� m _���,�4QP �„ •'• EL. 0 TOTAL REQUIRED PARKING SPACES = 75, IN WHICH 3 ARE HANDICAPPED PARKING.
EXIST 24 (W) = 22.07 L SWAIE r gyya E •-.-•
S�� p P P • •• �• ••• �•• •• W "" '�' 7. ELEVATIONS BASED ON CITY OF LA PORTE MARKER NO. D13-02
RESTRICTOR PIPE: PROPOSED NEW I P P P GRASS AREA P P
! ELEVATION = 24:02 (1978 ADJ)
WATER TAP
PEAK PREDEVELOPED BASIN INFLOW AND r WATER METER I o PROPOSED NEW ELECT. SERVICE I S86°55'S1' W - 428.03'
QPRE _. (0.5)A �yb 18'-8" I ,
A = 1.88 Act n y +, ,.. •.� qT
0 80-0 1.
QPRE = 0.95 cfs B Sfi ADD® DS[61YPBNT[OR POND TJG
HW _ 27.10 - 23.78 A 1/!1 L� FOR APPROVAL TJG
= 3.3 FT - r n NO. DATE ACC'T. DESCRIPTION BY APP'D•
12-0�o0e'a�,'�e
ASSUME FREE OUTFACE (CONSERVATIVE) N MIN ELEV. MIN ELEV. �4P.E, of •r),Nl THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS REVISIONS
. _ 27.30 �y:' •s�j1 APPROVED THIS SITE PLAN AND DEVELOPMENT OF NEW LIFE
. 27.30 0 l�V ';�:,� CHRIS11AN FELLOWSHIP IN CONFORMANCE WITH THE ORDINANCES
Tech -Sys Cad Design
w �................. O Pasadena, Texas
MAX. OUTFLOW RATE :., 12" PVCFReno.rHOMPuonla OF THE CITY OF LA PORTS. y g
Q6 =1.93cfs
"''' CEMENT MORTAR m: 73887 'j SITE PLAN
.,•:::
ti �:�a. BY:
USE s" PVC RESTRICTOR PIPE � •` = s" PVC 'Okay �. PL_9 INc DIRECTOR NEW LIFE CHRISTIAN
23' NEW FELLOWSHIP BUILDING
DETENTION SECTION B RESTRICTOR PIPE SECTION C SWALE SECTION D (fj DRAWN . TJG HATE 1/97
N.T.S. N.T.S. N.T.S. CHECKED SCALE p�p� DWG; NO.
APPROVED ACC'T• S P -1 - B
APPROVED EST.
9�.� C07