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NOTE
ALL PAVING AND STORM SEWERS
ARE EXISTING
LTEOEND
EXISTIN6
PROPOSED
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ed�
CONTOUR
SPOT ELEV.
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x
X
STORM SEINER
-
5ANITAR'1' SEWER
—'
WATER LINE --'
0
GLEAN OUT
oon.
CURB INLET
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MANHOLE
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GATE VALVE
'a
FIRE HYDRANT
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POWER POLE
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GL-F'
L1(5HT POLE
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CATCH BAra' IN
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q i q21 ue p q' -21
nA3'I'
L . . ........ ------- __
":.:• / ra FLOW LINE F/L
At' �yc °li T.6. AGGOPtDIN6 TO FLOOD IN5UKAwF RATE MAP 4 L 2
TOPI'JRC7RATC INV DATES?-'�� T TRACT ('9Y' `'-+�RVE�f`-D LIES WITHIN ZONE
F.F. "X" AND IS NOT IN THE too YEAR FLOOD PLAIN. THIS
FIN15H FLOOR STATE>'''IENT IS 8ASED ON SGALIN6 THE: LOGATICN OF SAID SURVEY ON
k /� �� / r•s:v.•.,,It ..� T4. TOP OF CURB T.G. THE ABOVE REf`C'i2E-°•1GE-T.J MAP AND 15 FOR FLOOD IN5URAlJCE: RATE`.5 OPLL.'/
3/L Fnrf hI / I / AND NOT INTEW7 TO IDENTIFY 51*GIFIG F(.DOt7lN6 C:ONDITIGNS.
/�.•«ry. a I- r� \ � 1, � � �'� NOT�`z:
yh L '� a `iar _,.lm i / 4o \ I. ARGHITECTVRAL SITE PLANS TO BE USED FOR LOCATING ALL I V':r(ENTS.
.....�
I 2. ALL UNDER.°�ROUND UTILITIES SHOWN ARE
NOT HJARANiEED T BE COMPLETE
OR DEFINITE, BUT (HERE OBTAINED FORM THE BEST INFORMATI N AVAILABLE.
r r \� v i W v v c E �. r.. �' (I.) !-.� 3. ALL UNOEF GROUND UTILITIES SHALL_ BE VERIFIED IN THE FI LD, F'f�: TO
f/�sr Gard) $ e • p� Q Y 1h�( 1 Gi7N5iRUGTION; ANY GONFLIGT5 rOUND DURINS VERIFIGA ON !'-- IALL BE
e'W p 0 - n REPORTED TO THE ENGINEER IMMEDIATELY. '
`('LiSJ1' ,QLyJA•ld ^ `t _r .I 1 'N
V )'`.
_
rye',
DF�/ceJ /� : i" iss `iaL• J { 3 5 HOURS PRIOR. EXCAVATION
x
.r F /n n �- N f P C' 4 CONTRACTOR SHALL GALL UTILITY b RDINATIN6 GOMMI E FOR THE
t) / / , HOUSTON METROPOLITAN AREA AT 22
I
r tr ron V
r') 1 ? , OR CONSTRUCTION.
--
' rr. 1_ - go/Jos nJ ^- = L L`/(Ji"3,e tr 1 1; , fli' �� [? > /i / 5. THIS PLAT WAS PREPARED AT THE OWNERS RECxZIlES WIT THE BENEFIT
d \•Is`12" a .r !� ......�,kyr —._. .-� �V."{ _,_.,. \ 9, .• �,- 4� ,-..-_ ��"I y .r fi/eAiM" I. �f•.a� p' 9ui Sy1Ner%_ % [, f •' -. _, OF A GU"ENT TITLE REPORT. THE SURVEYOR HAS NOT 7..� THIS
r 9 d e (a „e L_ t,ln k .. n ff d`!> r- y ; _ t. `tl= py y:. I'li (,. e. 1 . RB r- r
/xt I" " .,j._.- �. 1 .. .._..__ A CURRENT TITLE T WOULD SHO AND/OR
_ _ -_n ' .i (( i 4P• _ c _ u'Q.fWde�rw _ _ _��_'' ,� ..___. 61 k i+i o -
" , PR.OPERT`� AND SHALL NOT BE HELD LIABLE FOR ANY EASE
�( REPOR
�_" �9'Se"._�' -- .;"r �(� : ( T ;I; I. ' �/« aN 1': �[ + ,r. ��;;:{"� r .; �', rd• <'• .,ti : +m• r � C n n t (.. l-� 1,- �` • . I /•� N 7 RESTRICTIONS THATW' ,I
1 �,' 3✓Y r13Y' r C .i ' l/ h` V.
Lnf 1.1'l > �/i 6. THIS DRAb`IIN6 IS THE PROPERTY OF GHARLES E. BATES It
AND
ti• i / i e . p„r': r l"� I . , In SHALL NOT BE USED FOR ANY PURPOSE WITHOUT THE WRITTEN 'ON5ENT OF AN
E.
NDIGATED ON THI JI
AUTHORIZFJ7 AGENT OF GHARLES E BATES S ASSOCIATES.
"^'' /? ;„ _ „+�r.' / P r _-_-_. MONTHS FROM THE DATE i .
� ,�___.._....__ AGGEPT5 NO ONS
r +'-� ILITY FOR "i1iE USE OF THIS DRAWING F ANY PURPOSE
�. __.._____. _... ki (� OC? t� _._.--- AFTER 51ri (b� ON IB
ttt ti DRAY' N6 '
I
O i� N k ` v /u/ I l I { 6. ALL UNDEROROUND UTILITIES SHOWN ARE NOT 6{/ARANTEED T 8E COMPLETE
[af /3�"� k /o N ( OR DEFINITE, BUT YORE OBTAINED FROM THE BEST INFORMAT N AVAILABLE.
I I j _ O VE
Y,
----- r - — -'— - "- ) ION f 3 I r. 7. LOCATION 7F ALL UNOERSVOUND UTILITIES A5 SHOWN ARE 15 N ABO
I I'� A, xiTY
SI : C,C'd,il )k'" T> t•%I'11>.rJ�, L G GROUND STRUCTURES LOCATED IN THE FIELD ANDSOME INF ,NATION FROM
t/t�1` L ('r . r La' ""[^ UTILITY MAPS. LErlr PRIVATE
qEcoRi:) MAPS O pATI l01 L9 OF UNDERF�ROUND IUTILITY � I) 5/S ETRUC I S MAY VA Y
RI �P ly /o�/¢'.N4, t�lll \ S} ,q r�»eu
N �� I_, Ar 1`> f !�t' j /___---....._ M LOGA1710N SYfOWN HEREON AND ADDITIONAL BURIED UTILI ES/5Tl2UGTURLS
.' a' t v t > . FRO
v I'q .,at. • t °' ", "" '"."..''°" .. _'__ ° MAY BE ENCOUNTERED. NO EXGAVATiON5 1"IERE MADE DURING PROGE55 OF
A , +IJ°: ._._ ._.. .+.Id°' ..._._._ ..__._. ..... 3W%�k-F%FT/"✓_ww wig m aq: ..11a• ..,.n,,. .r /23" ....� ,
THIS �URVEI'i I 5H IFI
THE
I
all" THEREFORE, ALL UNDERGROUND UTILIT E5 ALL. EE !HER ED IN
FIELD PRIOR To E ANY EXCAVATION. CONFLICTS FOUND DURI VERIFICATION
1 Sad Ik lnrr' a8 -`N (` SHALL BE REPORTED TO THE EN61NEER IMMEDIATELY. GO TOPI. AND/OR
ON
r _.__ _.__.—. _.._. �� iJ to N..._.._.. r1�°cw 11�3 / SHALL GALL 'THE UTILITY GOORS7INATING COMMITTEE F I' THE: HO N OF
g `c (" y _._.... V-•----- � -_•�- METROPOLITAN AREA A7't13-223-456'i, 4b HOURS PRIO}2 TO GAV�4TION OF
6 I
GON5Tf.11GTION.
S. ALL STORM SEWERS GONSTRL)GTED UNDER CONCRETE PA TARE TO Bt
ry
! t LE-0 WrH
�I ° (. ___._._ _._. _ . .. NOT UNDER GUNc� SIdEdE I�,P1/iT>a' AaUB6RADE AND ALL STORM SEWERS
4 Ia6J(sid�J D TO
WITH SAND. P
PLAT (SITE PLAN) ACCURACY CERTIFICATE .` (. (_,"{ //• e"I
C 1 T •.�J I ) AllA ) 1 L
IA
1,
practice hT,fr`p.t pv/ [
/ (name P enai naa or surveyor), am register under - the
)awe of the State of Texas Coto pra the profession of
laws of in (or ate f: ) and hereby certify that thefabovenplat NAME OF I7E:VF1.Dt'MENT:
g / g and that all bearings, distances,
(site plan) is true and correct;
y� / t, q P. '• angles, curve radiuses, and central angles are accurately shown on
the plat.
of
5U4LCILMI5, A V., c U v ,E R u C T, n 1
- - �- - - --� i•tionatuze of Engine �rveyorL
... ........ ... _. (PrintName)ZOO C'r .r 0
,
I
/.el Texas Registration No. — ,jOB ADDRE5S, '; I'" f. ) /t..ii:-. (r1 t)o{ I, C--I• V {/)`� �.��
d %/jt /J { CCr• r t
2 /,n7 Ir1 I _. (Affix Seal) TYPE OF DEVELOPhfENT: ��J � C.. l:: •/i�� IZ IInS n/O�rn N, C/ i7/i/s 5%><e /rir7 !/n o/ O/ie,,/77e n�rra rL a�r��
y�l A ,� I .. ._ - .._ .. .. .. .... -_._ ^�/G LCdll/-n:.••mant/ Par,Ewny /Y1 cer77o. //y CG ICl/P'/
� �/,c /nwr a,{ Yrie StLirfe of 7''a>c.rs nr,d Mc o /rl rYntk's
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1 h I /./- 1'f /'. Pi(``•�)',\� 'De%�/rrflr,�ni
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piA'r dF 3/6 ,Easr .viQ.�/��r Pa,/ze�✓.�r
Lo P::.•,/e Cr;Gy �'n✓e iiJrer
[ ' Fiasr it rsti>/3�Y o,_ (/oo o,r La PvIZr�", l3� ✓i5� _
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La9,�PtE
rs °Y_ � Z
�2— r R�NG� B�NGHMARK: rewAl ox 41"Poxv � �1A
LAPORTE CITY SURVEY Mt4RKE� Da-OI
LPSM #4'3 E LEVA�TION 23.65 !I�i�iB G.D�USTMENTi
YOv T I-'F C
&11Z171A14' 0AI Lar,� R&/3/0rk 1/13
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LANDSCAPE LEGEND
BRADFORD PEAR TREE'S
SHRUBS
RED TIP PHOTINA
SiR''r
BRADFORD PEAR TREE'S
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CD
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'EW,
I T *A CDj'
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16
jow"mMOPORAY 1 Nc�
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frf\: I--_
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CONTRAC70R
10 60ORD I NA I I.: I :I T VA I I ON:-� AI 1-H Ar),.l. PR0pL-: : fY
IF (;c)M"I._I(;`I ARI�415 GON'T'A(.T EN(-.'.INEEIR
2
YEAR FREQUENCY CALCULATIONS
IMPERVIOUS AREA
= .358 ACRES
RUN—OFF COEFFICIENT 'C'
C =
.85
INTENSITY
TC=10A61m+15
TC
= 10 (385)
+ 15 = 23,43MIN.
1.1 =
b/<D + TV
2YR FREQUENCY
I =
75.01/ (16\2 +
23\43)"
'I=3.51IN/HR
2YR
FLOW
Q(2YR) = C I A
Q=,85X3.51X\385
Q =
1.148 CFS
REDUCER5 OF RESTRICTION
ALLOWABLE DISCHARGE
PROP. AREA = .385 ACRES
0.50 CFS X ,358 ACRES
Q = 0,179
RESTRICTOR PIPE
D = Q "a / <2.25 H"' )
D = (0,179)"0 / <2.25 X ,501" )
D = 0\223FT\ = 2,676' USE 6' RESTRICTOR PIPE
u
o j/75', x,30;, 0. =, 225 , SQ,FT�/
�,.� FINISHED FL�� L VEL EL, _
r �jj/
E1
N
GRAD I NG N0T5:
I. STRIP AND RUMOVF AL.I.- SURFAGC: ORGANIGS, TOP501L AND UNSUITABLE"' MATERIALS FROM
ALL BUILDING AND PAVING ARC:AS . 'T-REF STUMPS INGLUDING THE ROOT SYSTEM 51•IOULD BE REMOVED.
2. ESTABLISH POSITIVE SITE DRAINAGE, IN5TAL..I.. STORM DRAINAGE STRUCTURES IF REQUIRED.
5. PROOF ROLL THE:: SUE36RADE TO DLTE:G'T ANY WET, SOFT, OR PUMPING AREAS, TREAT THE:5E AEAA5
WITH DRYING OR 5TABIL.IZING P•GENTS A5 NEGE55ARY OR REMOVE AND REPL_AGE THEM WITH A 5UITA151-E
T'IL_I_ MATERIAL.
4. COMPACT THE, 5UB6RADE 'T-O A MINIMUM OF NINETY nVE: (g5) PERCENT OF I1-5 MAX. DRY DENSITY
AS DETERMINE:) BY THE 5'TANDARD PROG-1-09 COMPACTION TEST (A5TM P 6g8)
5. ADDITIONAL rli_.L MATERIAL WITHIN THE BUILDING AREA 5HOULD BE A SILTY OR SANDY CLAY HAVING
A PL.A5TIGITY'INDE:X (PI) Or TrN (10) TO TAE:NTY )20) AND A LIQUID LIMIT OF 2& OR MORE. FILL MATERIALS
SHOULD BE PLACED IN 51X (6) 'T'0 EIGHT (b) INCH 1-005E LIFTS AND COMPACTED AT OPTIMUM MOISTURE
GON'TEN'T TO NINETY-riVE (g5) PERCENT Or THEIR MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD
PROCTOR COMPACTION TEST.
f�.
APPROVAL, NOT=�
' 11'' A BUILDING PERMIT IS NOT ISWU D AND GONST'RUGTION HAS
NOT BEGUN, THE DEVELOPER AIL.(.. BE REQUIRED TO RESUBMIT'
1 Hr SITE-. PLAN I"'c;)R APPROVAL..
NOTE: PRIOR TO GONSTRIJTION
ALL DIMENSIONS MUST BE CHECKED AND VERIFIED
_3EL QRE GQN�.TRU(eTIQN rTAY P2,. IN_ IN CASE OF A DISCREPANCY/
ERROR CONTACT THE PROJECT ENGINEER IMMEDIATELY.
C)RA I NA6E NOTES
BUILDING, FENCES OR OTHER 5TRUc'.TURF5 SHALL NOT BE EREGTE-u
IN GGDD RIGHT-OF-WAY OR DRAINAGE EASEMENTS.
6 STANi7ARi7 PEF"MIT NOTES:
A. CONTRACTOR TO OBTAIN ALL. PE:RMIT5 REQUIRED BY REGULATION Or HARRIS COUNTY,
TEXAS I':OR FLOOD PLAIN MANAGEMENT PRIOR TO STARTING CONSTRUCTION,
B. OWNER TO OBTAIN ALL PERMITS REQUIED BY HARRIS COUNTY, TEXAS PRIOR TO
5TARTING CONSTRUCTION OF UTILITY AND/OR CULVERTS WITHIN HARRIS COUNTY
ROAD RIGHT Or WAY.
%As pbr- FIRM Ponel No. 4520160-450 k, dated 5optomber 50, Igg2
thi:, tract (i5 not) within tho 100-•jaar flood plain. Zonc "X".
STORM INI.,u-r/CATCH 13ASIN
NGA STORM I._INE
x
--- 3 y'S �To �� �9/2"''a'`sT r�l�wy. (bb.000) PROPOSED GRADE
°4 �61; EXISTING GRADE _
INI.C:T POND BOUNDARY
PROP. 6 EX15T. W.L..
` -- - PROP. 4 EXIST. SAN. SWR.
0.2124- ACR,1.5
LOTS 1,2151 $ 4 5LK 1115
LA P'ORTI_, TX "I'75.71
PROF-ESSIFINAL ENGINEERING
SERVICES
SCALE 1 , 110 APP'D FT, MOAWAD RE, DRAWN BY,
3716 FM 1960 E, SUITE 17 MC
SCALE HUMBLE TK 77338 REVISION,
5/ 22/ 2002 (281) 852-8852
SITE DRAINAGE
FIRST ASSEMBLY OF GOD YOUTH HALL IDWO i/
316 :AST FAIRMONT PKWY LA PGRTE , TEXAS 77571
2
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