HomeMy WebLinkAboutLIFE COMMUNITY CHURCH SITE PLAN (4)OUTLOT
702
OUTLOT
703
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STAKE TO WWORT THE REDWOOD
HEADER SHALL BE REDWOOD
OUTLOT
GRADE 60 REINFORCEMENT -1
4500 PSI CONCRETE ca
H2O LOADING PARnAL SPrnON
CATCH BASIN 1 241 x 241 x SS• 1
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THIS END CONNECTED
TO INLET OR J-BOX
f�a='1•Jf:�
RESTRICTI
RESTRCTOR PIPE
DISCHARGE DRAW LIME W.MY IPEST?LCTOR-M
to
CFA
a
K
50 25 O 50 100
SCALE: I" = 50'
Wes/ 6 MCM (0 VETAILI
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kzi8.31
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LEOEN7
EXI5TIN6
PROPOSED
CONTOUR
SPOT ELEV.
STORM 5EWE1 -
- - - - -
SANITARY SEWER
- - - - -
-------
WATER LINE--.-•-•-•-•-
o
GLEAN OUT
o G.O.
CURB INLET
MANHOLE
Q
p(
GATE VALVE
�!
+
FIRE HYDRANT
•PP•
POWER POLE
o P.P.
®LP.
LIGHT POLE
o L.P.
■
CATCH BASIN
0
P/L
FLOW LINE
F/L
T.O.
TOP OF CRATE
T.C.
INV.
INVERT
INV.
F.F.
FINISH FLOOR
F.F.
TA.
TOP OF CURB
T.G.
LEGEND:
U.E. - Utlilty Easement
A.E. - Uno25truated Aerial Easement
B.L. - Building Line
D(All
as per recorded plat of sui7divislon)
INLET NOTATION,
IA DRAINAGE AREA IN ACRES
A TOTAL ACCUMULATED C.F.S.
^
N
CERTIFIED ENGINEERING
ASSOCIATES
O
CONSULTING ENGINEERS
D
7S4 AAUNOTON ST. HOUSTON, TX 77007
(713)861-1504
CSTORM
C`
DRAINAGE NOTES:
I. PLUMBING OR DRAIN LAYER CONTRACTOR SHALL OBTAIN ALL PERMITS AND
f�
PAYALL FEES AND PRO TATA COST THAT APPLIES TO HI5 WORK BEFORE
..<
CONSTRUCTION BE61N5. (INCLUDES OPENING IN STREET, BORE AND JACK, TIE TO
CURB INLET, MANHOLES, ROOF DRAINS OR OUTSIDE DOWNSPOUTS CONNECTION
+ TO DRAINA6E SYSTEM, CATCH BASIN OR OUTSIDE AREA DRAIN, AND 6ROUND IN
STORM DRAIN PIPE, ETC)
2. ALL NEW FIN15HED ELEVATIONS SHOWN ARE TOP OF NEW PAVEMENT OR
&UTTER GRADES UNLESS SHOWN ORE NOTED OTHERWISE.
5. THIS STORM DRAINAGE SYSTEM 15 DE516NED FOR TWO (2) C.F.5. PER ACRE
BEFORE DETENTION RESTRICTOR PIPE 15 ADDED.
5. ALL UNDERGROUND UTILITIES SHOWN ARE NOT 6UARANTEED TO BE COMPLETE
OR DEFINITE, BUT HERE 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
REPORTD TO THE EN6INEER IMMEDIATELY.
'T. CONTRACTOR SHALL GALL UTILITY COORDINATING COMMITTEE FOR THE
HOUSTON METROPOLITAN AREA AT 225-456-7, 46 HOURS PRIOR TO EXCAVATION
OR CONSTRUCTION.
9� q� le `101 e �Czl� lGR 9� 9� 9w 9r 4r 9� 9' 9F 9� 93 9� ! f r e
+ + + + + + + + + + + + + + + + + +
MINOR SITE I. E. �; M;��
.... ...............
_._.,..
DEVELOPMENT PLAN yc y� �59Si�o.+�v
+ +Of 14
NAME OF DEVELOPMENT: LIFE OOMMUNITY CHURCH S�Op>it ��
Fnd. si • I. NOO°22'IS"W 883.91' .'s a• LR.
i TYPE OF DEVELOPMENT. BUILDING ADDITION 4 PARKINS LOT
i
i OWNERS: LIFE COMMUNITY CHNRGH
. METERED ourFALL IRESTwcToW DETENTION suMMARY i BUILDERS: C4ARLE5 M. 6HORMLEY CONSTRUCTION CO., INC.
coMPurAnoNs I ZONED: 6ENERAL COMMERCIAL
AREA OF DEVELOPMENT I.9&W0-4o).oA1II5 (A&RICULTURAU 1. AREA SERVED L9659 ACRES JOB ADDRESS: 4524 FAIRMONT PARKKAY, LA PORTE, TEXAS
OUTLOT OUTLOT
�-} USINS THE ORIFICE ECUATION, _ 2. DETENTION STOWAGE RATE (CS) 0.45 ArIFT
104 I I I, GHARLE5 E. BATES, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO
Q°cam 5. DETENTION STORAGE REQUIRED 56660 a. Fr. PRACTICE THE PROFESSION OF SURVEYIN6 AND HEREBY CERTIFY THAT THE ABOVE
DETENTION COMPUTATIONS WHERE, C•0.60r H1.9A: g•s22 a.. DETENTION sroRAGE PROVIDED 56a62 cu. Fr i , „ S� PLAN151 SAND GORRANNG,LES ARE7ALL ACCURATELYY SHOM ON THE FLATT. g�a -f�ENTRA/RE,, JND T 1 J
I. AREA SERVED 1.9695 ACRES Q TI'd 2 5. MAXIMUM DESIGN WATER r..URFACE ELEVATION 25.40 /��J, /�E%�
2. DETENTION STORA6E RATE (C5) 0.45 AC/FT D• 25n� I. A° 4 6. MAXIMUM OUTFLOW RATE ALLOWED 0.9916 GP5 1 jEZ,X%kA/65PROFESSIONAL
9 23-9�
5. DETENTION STORAGE VOLUME REQUIRED (1.9655X0,45X49560) 96A60 W. FT. - (0.99161 (5.I416X09%9) 1. MAXIMUM OUTFLOW RATE PROVIDED 0.9669 CFS GC E�E. B TE5, RE515TB2ED PROFESS 0 5URVEYOR I O
STORAGE PROVIDED
(28))M) A.
ED D4 6. RES RIOTOR Sig 6" DIAMETER i Cad V�CGtQta
THIS SITE
4. PARKING LOT 4b95 CU. FT. 0.0.5565 A•0.05550 I i �YV +V„" THP A I� GERT� OF THE THE I LIFE GOMMIMITY CHURCH IN CONFOOF LA PORTE, TEXAS, HA6 RMANCE NTH THE
5. DETENTION POND 54.169 CU. FT. 0-4' DIAMETER r i� ORDINANCES OF THE CITY OF LA PORTE.
Off'
TOTAL STORAGE PROVIDED 5b,562 W. FT. Q'CAWfi PARKING NOTES CITY or LA FORM,
PERTY LINE PAIRMONT PARKWAY Q.(0J301� 22i % E%,. .
> DETENTION 9' Q°(OATIOX19D996) TA RBI IREMENT9 BASS ON 1ir�ORi�UM -•,E �..�(61�5\�
BASIN Q.o.9e6a CPS vRSA.9916 C.F.S. SPACE PER 4 SEATS IN w+ :' MA - COM tt LIES IN FLOOD ZONE °X' A5 H MAP
ON THE FLOOD INSURANCE RATE
$$����100/4-25+loss SPACES REQ�D. RMISrED 5s MAP - GOMFRINITY PANEL NO. 48201G0335 H MAP REVISED: 4-50-42
PARKINS SPACES WITH 2 OF THEM BEING FOR HANDICAPPED MH SAN
6' PVC (CLOSE ENOUGH TO BALANCE) 22.&1 RM
(ONE HANDICAPPED PAWNS SPACE FOR EA9G11 oP 25 SPACES ELEVATIONS ARE BASED ON MEAN SEA LEVEL N.OAA. 1992-1978 RE
TYPICAL SECTION RESTMOTOR I5" DISCHARGE LINE WITH 6' OR PART OF). 1529 FL
RESTRIGTOR INSIDE a 0.36% NOTE, 4' too small for storm o°Nail
NOTE: ALL UTILITIES 5HOWN ARE AS PER CITY OF LA PORTE UTILITY MAFPING
DETENTION POND USE 6' for maintenance purposes PR06RAM.
N.T.S.
REFERENCE F.E'NCH MARK: HCFOD BM 02 8104 - DISK IN SIDEWALK AT CENTER OF
CHANNEL ON =46TREAM SIDE OF EASTBOUND LANES OF FAIRMONT PARKWAY 1989 BRID6E
m ELEVATION. 23.b2 (1476 ADJ) NGVD'29
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