HomeMy WebLinkAboutWESTERGREN OFFICE & PERSONAL STORAGE NO. 2 SITE PLANSAMPLE WELL
DETAIL
@-56'
PVC
CLEAN OUT CAP
CUSTOMER
BUILDING
- 0
L V L
SAMPLE WELL BELL REDUCER
6" PVC PIPE
ON OUT -FLOW
SIDE
6 PVC TEE
CITY SEWER
MAIN
BUSHING ON INLET N TRAP-�
SIDE OR
— &•CUSTOMER PRE-TREATMENT
SERVICE LINE FACILITY (IF APPLICABLE)
NOTE:
MAKE SURE
AND SEWEWELL
E L TO INSTALLED BETWEEN GREASE TRAP (OR PRE-TREATMENT
THIS DETAIL AS A MINIMUM SHOULD APPLY TO THE FOLLOWING TYPES OF
COMMERCIAL FACILITIES:
OFFICES
COMMERCIAL
EDICALFACILITIES
r CONVENIENCE STORES
ADDITIONAL NOTES:
A MINIMUM 15' SAMPLE WELL STANDARD FOR INDUSTRIAL FACILITIES
SAL!SERVICE ANY L•
I6I(FT) N DEPTH WOULD BEREQUIRED TO HAVE A 2' APLE WELL.
THE FOLLOWINGTYPES OF FACILITIES WOULD APPLY TO THESE NEW STANDARDS
METAL FINISHING FACILITIES
TRUCK WASHES, INCLUDING THE EXTERIOR WASHING
COMMERCIAL CAR WASHES
RESTAURANTS
CHEMICAL LABORATORIES
BAKERIES
SPECIFICATIONS FOR THE IS- AND 24' SAMPLE WELLS ARE ATTACHED FOR YOUR REFERENCE.
A BOLTED STEEL COVER SHOULD BE INCLUDED TO THE SPECIFICATION AS AN OPTION WHEN AN
ODOR PROBLEM IS LIKELY TO OCCUR.
FOR QUESTIONS CALL: (281) 471-9650 EXT. 240 (INDUSTRIAL WASTE INSPECTOR)
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VICINITY MAP
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1 I I I I W I N SCALE IN FEET
(P) 3/4" WATER TAP
—�(E) 8" SEWER LINE TOP OF 16' ALLEY 10 (E) 6" WATER LINE
�—---19---6'—g'Ef2'�( NORTH 75.00' 19.11 (�
---�--- 19
-- 19.80' — — 19.30' 0 \Y ---I — (E) SSMH
+19.40' +19.30' .19.29' ( R=19.36'
I
I FNI 1/2" I.R, I 60' + .+ SET 3/8�' I.R. I I
�R�OPOSED
g 1 I 1 191 �' I
METERWATER ( 5' (( 6 of H )) 10' 1 ( I I v co
OFFICE AND STOP OF
TOP OF ( iNSONFLOST 2AI Ln I 19.1 BERM
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S I N Co I r^ m I I I)
1 1 m m C.. 1 I � 18.8(N � I I ( � O
Z ao' 140, 140' + +1
4
I� N �0. . N I 1 _. I ' \ O
+ I O
Z +20 WATER SURFACE I 1 VACANT I LOTS 1
y
I6" SANITARY 19.60 5.0
SEWER LINE 65' 6 19.60' i TC 19.602 19, oIN. I y
( ( TC MIN. I •y0 I
19.60' I Trri
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19.10' — — 9.10' 18.40
8 4 p
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e? o 0 0 0 12 A? o o (E) 36
1 o 0 0 0 (70 LF) o ° o 0 0 V' RESTRICTOR
o 0 0 0 o BP o
FND. 1/2" I.R. 0 0 0 0 0 0 19.60' 0 0 0 o FND 1/2" I�R.
19.10' SOUTH 75.00' 19.40' — —1 L_ J
8" PVC (18 LF)
24FL 17.00
(P) 4" SEWER TAP—/ FL 16.71'
_ -----_ -
�---------�—_---Ei=, -- — +�--------------- E SSMH
(E) 8' SEWER LINE (8— FL FL 17.0
16.82' FL 16.78 (8— R>19.36'
(E) SSMH I FL 10.98'
INLET BOX I
EP R=18.20'
19 78' EP EP FL 12.20'
19.90 FL THROAT 16.160'
NORTH 8th STREET (125' R.O.W.)
14-(E) 36"
I, JAMES W. GARTRELL, JR., am registered under the laws of the State of Texas to
practice the profession of surveying and hereby certify that the above plat or site plan is
true and correct; and that all bearings, distances, angles, curve radiuses and central
angle points are accurately shown on the plat.
®Qy� *too
J.W GARiRELL " : Woo
„...:......2?5g0 A: Aue
This is to certify that the City of La Porte, Texas, has approved this utilities, paving,
drainage and detention plan and development of, 415 NORTH 8TH STREET, LA
PORTE, TEXAS, in cor)formance with the Ordinances of the City of La Porte.
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NOTE:
PRIOR TO CHANGE OF OCCUPANCY, OWNER MUST COORDINATE WITH
THE CITY OF LA PORTE REGARDING PARKING DEVELOPMENT.
- ON -SITE ELECTRICAL WILL BE OVERHEAD.
- FLOOD ZONE `"X"
PANEL NO.4820100945 J.
DATED: 1116196
ZONING: GENERAL COMMERCIAL
1
I
II
(E) FIRE HYDRANT
FRED AND LINDA WESTERGREN
42.1 NORTH 8TH STREET
LA PORTE, TEXAS
LEGAL DESCRIPTION:
LOTS 27, 28 AND 29, IN LA PORTE, A SUBDIVISION IN HARRIS COUNTY,1 EXAS,
ACCORDING TO THE PLAT RECORDED IN VOLUME 68, PAGE 460, C - THE
HARRIS COUNTY RECORDS.
TOTAL TRACT:
9,375 SF / 6.2152 AC.
DETENTION REQUIRED:
0.20 AC. FT / ACRE
(0.20) (0.2152) = 0.043 AC.
FT.
1,875 CUBIC FEET
DETENTION PROVIDED:
REAR =
165CF
RIGHT SIDE =
718 CF
LEFT PAVING =
324 CF
RIGHT PAV!''G =
416 CF
CENTER PAVING =
175 CF
8"/12" ABS/INLETS
79 CF
1,877 CF
RESTRICTOR: 1.25 CFS/AC
(1.25) (0.2152) =
0.269 CFS
V=2.5CFS Q=AV
A=0.269/2.5=0.108SF
(USE 8" MINIMUM)
LANDSCAPING REQUIREMENTS:
TOTAL LOT SIZE
9,37
, SF
LOT COVERAGE
3,00
SF
NET AREA
6,37
SF
REQUIRED LANDSCAPE (6%)
38
'SF
ACTUAL LANDSCAPING (SF)
49-
'SF
ACTUAL LANDSCAPING (%)
2',
%
WESTERGREN OFFICOE
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LSHEET NUMBER
SITE PLAN9 UTILITY SCHEMATIC
-AVING, DRAINAGE, DETENTIONA ND
LANDSCAPE PLAN
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