HomeMy WebLinkAboutDOLLAR GENERAL SITE PLANDESIGN & CONSTRUCTION DOCUMENTS
IRS
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ON
AN
75'
1ST STREET (60' ROW)
10' PRIVATE
UTILITY EASEMENT
DEDICATED TO OWNERS
OF LOT 2,BLOCK 1FOR
SANITARY SEWER SERVICE
200' TO WEST AVENUE "K".
125'
20' BUILDING LINE
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DETENTION AREA
6/
I 18' X 18'
11
PAD
STOCK ROOM
r�*
S BUILDING:
70' WIDTH
130' LENGTH
RETAIL SALES AREA =
7,161 SQ. FT.
CONCRETE DRIVEWAYS
;o
& PARKING
Z
14,791.11 SQ, FT.
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32 PARKING SPACES
m
(10' x 18' TYP)
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1218 SOUTH
BROADWAY
78' FRONT BUILDING LINE 1 wouw CASH OMCE
OMCE
9' SIDEWALK
JOINT 3 4
DRIVEWAY I Z O
EASEMENT � 7
— 28' WIDTH
L®T2 LOT 7� o7m
33,250 S.F.)I N
(F s/_1" WATEP. 1)
cE.r-vu
J, 10
75' -^ 125' -7
�L -1DI—WALI: 200' i PYLON -SIGN
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�UT[�fZ (c) 10"VVATE2. t.inf (�\ 3/4 (TENTATIVE)—
PYLON SIZE (84SF):
WATEf� 1•1\5 T EP G' HEIGHT
14' WIDTH
12' CLEAR TO GROUND
SOUTH BROADWAY
S.H. LOOP 501
(100' ROW)
GARTRELL, JR.
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The above drawing, specifications, designsand
arrangements represented thereby are and stall
remain the property of GULF ZOAST ENGINEER'. NO
AND SURVEYING. No part thereof shall be cl pied,
disclosed to others or used in connection 1 ith
any work or project or by any other person tar
any purpose other than the specific project for
which they have been prepared and developer
without the written consent of GULF COAST
ENGINEERING AND SURVEYING. Visual contact 4ith
these drawings or specifications shall cont titut
conclusive evidence of acceptance of these..
restrictions.
LOT 1:
SIZE:
125' X 266' = 33,250 SF
COVERAGE:
70' X 130' = 9,100 SF
% COVERAGE:
9,100 SF / 33,250 SF = 27.37%
PARKING REQUIREMENTS:
4 MIN. + 4/1,000 SF RETAIL
4 + 7,161 SF RETAIL / 1,000 X 4 = 32 SPACES
32 SPACES SHOWN
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ISIS
This is to certify that the City of La Porte, Texas, has approved this landscape plan / site
plan and development of, DOLLAR GENERAL SUBDIVISION, LA PORTE, TEXAS, in
conformance with the Ordinances the City La
CD�
of of Porte.
(RESURF4CE)
J
EXISTING
By: I A
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ASPHALT
Director, MrIning Department
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1, 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
angles are accurately shown on the plat.
LANDSCEPING REQUIREMENTS:
TOTAL LOT SIZE 33,250 SF
LOT COVERAGE 9,100 SF
NETAREA_ 24,150 SF
REQUIRED LANSCAPING (6%) 1,449 SF
ACUTAL LANDSCAPING (SF� 1,435 SF
ACUTAL LANDSCAPING (%) 6%
FSHEETNUMBER
TE
AN
E 3
OS- 8020
/ OF Z;.
SAMPLE WELL DETAIL
�
"
tv0 5•/ 60 PVC j CLEAN OUT CAP
CU
SAMPLE WELL O N L v L
BELL REDUCER 6" PVC PIPE
ON OUT -FLOW 6' PVC TEE
CITY SEWER SIDE
MAIN -_�
BUSHING ON Ii
SIDE
- 4" CUSTOMER
SERVICE LINE
CUSTOMER I
BUILDING I
PRE-TREATMENT
FACILITY (IF APPLICABLE)
NOTE:
MAKE
E SURE
U ANA SEWER WELL
TO INSTALLED BETWEEN GREASE TRAP (OR PRE-TREATMENT
THIS DETAIL AS A MINIMUM SHOULD APPLY TO THE FOLLOWING TYPES OF
COMMERCIAL FACILITIES:
OFFICES
COMMERCIAL RETAIL
MEDICAL FACILITIES
CONVENIENCE STORES
ADDITIONAL NOTES:
A MINIMUM 15' SAMPLE WELL STANDARD FOR INDUSTRIAL FACILITIES
SQ61)DLODBEREREDV4RSLINE
I(FIN DEPTH WOULD 'QUITO HAE A 2AMPLE 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 15' 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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�265'J
1ST STREET
200'
(60' ROW)
125' _
_ Is.Is' _
DETENTION AREA'
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b IS.3S i5•'�S +
STOCK ROOM
IS:�S
RETAIL SALES AREA =
7,161 SQ. FT.
CONCRETE DRIVEWAYS
;o & PARKING
N 14,791.11 SQ. FT.
32 PARKING SPACES
(10' x 18' TYP)
1218 SOUTH
BROADWAY
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18' X 18'
PAD
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CASH OFFICE 28 8 '
-7g' F2bn1i' (3UILDIN(� LICE IS. MEN WOMIN iS:10 OFMC 1S35'
-- �- _.{ •'3S IS.'S y, .,.t5.'' t5.35'+ `-'IS.25" I /. L�1
9' SIDEWALK r&1
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-SOUTH BROADWAY
S.H. LOOP 501
(100' ROWS
This is to certify that the City of La Porte, Texas, has approved this utilities, paving,
drainage and detention plan and development of, DOLLAR GENERAL SUBDIVISION,
LA PORTE, TEXAS, in conformance with the Ordinances of the City of La Porte.
By:
Director, Planning Department
arrangements represented thereby are and shall I
remain the property of GULF COAST ENGINE RING
AND SURVEYING. No part thereof shall be copied,
disclosed to others or used in connectio with
any work or project or by any other pers n for
any purpose other than the specific proj ct for
which they have been prepared and develo ed
without the written consent of GULF COAS
ENGINEERING AND SURVEYING. Visual conta t with
these drawings or specifications shall c nstitute
conclusive evidence of acceptance of the e
restrictions.
DETENTION REQUIRED:
LOT 1: (125' X 261
33,250 SF (0.20 AC. FT./AC.) = 0.153, C. FT.
(6,665 ;F)
LOT 2: (75' X 266')
19,950 SF (0.20 AC. FT./AC.) = 0.0921 C. FT.
(4,008 :F)
TOTAL: 200' X 266'
53,200 SF (0.20 AC. FT./AC.) = 0.245, C. FT.
(10,67 '. CF)
DETENTION PROVIDED: (WATER SURFACE 15.1 i')
MIDDLE SECTION DETENTION AREA:
FLOW LINE (AVE.)
11.7'
DEPTH
3.45'
LENGTH
154'
BOTTOM WIDTH
4.0'
SIDE SLOPES
4:1
AVERAGE END AREA =
58.25 SF
VOLUME 58.25 SF/LF X 154' =
8,970
NORTH END SECTION SIDE SLOPE:
DEPTH
3.85'
LENGTH
18'
SIDE SLOPE
4:1 (13')
3.85' X 14/2 =
26.95 SF/LF
26.95 SF/LF X 18' =
485 CF
SOUTH END SECTION SIDE SLOPE:
DEPTH
3.05'
LENGTH
20'
SIDE SLOPE
4:1 (12')
3.05 X 12/2 =
18.3 SF/LF
18.3 SF/LF X 20' =
366 CF
PARKING LOT:
PARKING LOT (FRONT)
120' X 64' X 0.75/0.25 =
1,440 CF
PARKING LOT (SIDE)
130' X 47' X 1.15/0014 =
1,756 CF
TOTAL DETENTION
PROVIDED = 13,017 CFcm
(22% EXCESS) N co
RESTRICTOR:
1.25 CFS ACRE
1.25 X 1.22 ACRE = 1.525 CFS
Q = AV (8" MINIMUM)
Q (8") = (0.349 SF) (30 FPS) = 1.05 CFS
Q (10") = 0.545 SF (3.0 FPS) = 1.63 CFS
USE 10" RESTRICTOR
CONCRETE PAVING PANEL
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CONCRETE PAVING PANEL
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SHEET NUMBER
UTILITIES I
PAVING
DRAINAGE AND
DETENTION
PAGE 4
JOB NO.
2 OF 2