HomeMy WebLinkAboutGAS INNOVATIONS SITE PLAN (3)� P�' N.T.S.
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J.CONC. BLOCK G a i p TO x19 P��� 2 ��. 100 I BLDG. EXTENSION Z�. x / 00 r•� �OG� �< °o 'Ij Xti
a ~ b orrcH 9,ti c,P����w c, P� I o ^ b BUILDING . g, ' �• QP MATCH �� / a
W P�Ov F.F.=20.80 ^ U,9� x o F.F.=23.89 �O �'��, O : GG��O ^ EXISTING PVMT.:
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p G Q\ x I CBI / wv ti°' EDGE CONC. oJ�� O �, GOO �E� Q. KATHLEEN BROWN CETO STATE OF TEXAS »
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c` e / UL- F �� ,9�'C k �± H.C.C. FILE No. 1 73319
x�0 CALL. & FND N 89 58 Or E-410.05 , Fl D. PUNCH ARK ^° ,0-ro / F. DK / APRIL 2,1954
: • II REFER NCE BEARING 2os °� xg. x9y os 6 CH K..FENC,E-+ ' -1 ti 19. yo / °' °o ^6 x,° 0 10 20 ao so so
,FND. 220.95 / FND. 189.10' A� ,o .�� /^y P xry,° . Q
Z °I21.53 ,9. °.
150.00 FENCE CORNER . ti 'gj
FND. 5 IR C (0.4 INSIDE PROP FENCE TO�y•�•
o ti FND. 1 2" IR t� CORNER C� ` e9` h°• - a �V
x °^ PROPOSED PROPOSED (0.6 SOUTH) x BE REMOVED
a D/W o S 1, 51 E-0.12 I ,
d CONC. DRIVE -, CONC. DRIVE �o R=29•
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ti� OS / 0.
BERM �m x�e� \\�' x,°9h O �FO // �1 �QG ,^aI °ti Q= CIA s T11.1ftttlt7a lYltrtf,
o \� rn ��p.� F/ 5 Q \� ^., �^ �,v A= 150 x Frontage •' :�s 1�?27 .;,:
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U) w z ;r 1,420 ACRE TRACT Aso y�P`<`' ,�, iti �o x ��0� `� G. �, Allowable Runoff
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CALLED 0.0098 ° I I TREE L►N s.:.: W/CAP oQ 5 ,6 .. ����� J /
H.C.C.F. S404378 I FND. 5 8 ►R 2�p- _ NO �. -!
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05CARRIE NORVEL TO STATE OF TEXA
Called VOL. 2768,PG. 586 H.C.D.R. °°Del: 13'40 43 MARCH 23 1954 GO
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LC 8.7 NC. °. 9° i i OS ° c d . ``': s' s° O
END CO i e a' CONCRETE PAVING
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ORM GO e A. : a , . v v O,o ti°'O�� 5 SACK 3000 PSI #4 @ 24' ❑C-B/W
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DETAIL
TYP. PAVING SECTION
yoe`9, i / 11 S�P�Eo/ N.T.S.
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_ ° 12'
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CHANNEL
DETAIL
G
DETENTION POND
� N.T.S.
GO�� �vo
DETAIL
G CONCRETE RIP RAP GAS INNOVATIONS
N.T.S. 18005 E. HWY. 225 DI
LA PORTE, TEXAS
REVISION -03-01 -05/ DETENTION POND NOTE: THIS SURVEY DONE WITHOUT BENEFIT OF A CURRENT TITLE REPORT. PI
FRONTAGE
Hwy. 225 484' = 1.67 Ac.
Strang Rd. 266 = 0.92 Ac.
Use Total Area of Tract = 1.42 Ac.
2 yr Q = (1.42)(6.76)(0.65) = 6.24 cfs
100 yr Q = (1.42)(11.89)(0.90) = 15.19 cfs
To Detain = 8.95 cfs
12" Restrictor 2.5' Head = 6.22 cfs
1 hr Detention = (8.95 cf/sec)(60 sec/min)(60 min/hr) = 32,220 cf
DETENTION VOLUMES
DAII 1,625 cf
DA2 874 cf
DA3 400 cf
DETENTION POND 32,000 cf
TOTAL 34,899 cf
NOTE:
x - SHOWS LOCATIQN OF ELEVATION EXISTING
00.0 - SHOWS PROPOSED ELEVATION
1. THIS TRACT SUBJECT TO THE CITY OF LA PORTE ORDINANCES.
2. LIES IN ZONE »X" AREA OUTSIDE THE 500 YEAR FLOOD
PLAIN FIRM NO. 48201 CO935 J, DATED NOV. 6,1996.
3. BEARINGS REFER TO PLAT NORTH.
4. IRON RODS SET WITH CAPS OR FOUND AS SHOWN.
5. ELEVATIONS SHOWN ARE BASED ON NGS 1929 MEAN SEA
LEVEL 1978 ADJUSTMENT.
1, H. CARLOS SMITH, DO HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A SURVEY MADE UNDER MY SUPERVISION, AND THAT THE FACTS
AS FOUND ON THE GROUND AT THE TIME OF THE SURVEY ARE AS SHOWN
WITNESS MY HAND AND SEAL THIS '' DAY OF'"��
H. CARLOS SMITH �F
°�a eees•ay�'�e
TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR V- �� •a�
�-s
H. CA RL S ShAI
BERM $
20.5
SITE PLAN
SURVEY OF
1,420 ACRE TRACT
ENOCH BRINSON SURVEY, A-5
HARRIS COUNTY, TEXAS
01/013/05
JNi
JFB/BF
IECTi
'���1 -()d-
H. CARLOS SMITH SCALE,
ENGINEERS AND SURVEYORS, INC. 1M_ -30
CAD FILE+
P.O. BOX 529 423 N. HWY. 146 3551-04PP
LA PORTE, TEXAS 77571 SHEET
PH. (281) 471-4226 FAX (281) 471-4228 1 OF 1