HomeMy WebLinkAboutWARD DEVELOPMENT SITE PLAN, ,
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OWNERS OWNERS - OWNERS _
CITY. OF LA PORTE MOORE JR ROBERT A & ERIN CITY OF L, A PORTS g
024-091-024-0032 024-091-024-0023 024-091-011-0021
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UNDEVELOPED , UNDEVELOPED UNDEVELOPED }
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16 ALLEY
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CITY OF LA PORTS 1 a
- WAREHOUSE u , G: 540-W .
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PHILLIl'S`KIMBERLY -00 o OWNERS - WARD ALAN T C W O
WILLIS JAMEY I oz4- 1- 24- �: o ZONING (GC) GENERAL COMMERCIAL o.
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024-091 024-00 r --- ,_.. ` - a I _ '
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w Z E WAREHOUSE o TYPE OF DEVELOPMENT: OFFICE
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OFFICE 760 SQ. FT. : - .. N....
PROPOSED 5"
CONCRETE PAVING. DESCRPITION OF LAND.
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:::.; .18, '.' ♦- i (/, : I ` LOT: °LOCK: ;SUDDIVISICN: c - --
1 724 4, 15, & 16 LA PORTS E-+ � rt•
o PROPOSED CONC. DRIVEWAY APPROACH. co to 1
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EXISTING 1+ '` ., PROPOSED ��` �8 3 OS 4 PAINT STRIPE /TYP. 123 S. 16TH STREET LA PORTS'
HYDRANT
NT D -,.. ' Y �.3..: -.� .: ' ' .,:':: ; INLET B a � ;n � : O \ ) _' SL. m .
iZ i Di�LLi� 1 , . - - O . O _ _ PURCHASER/OWNER: 71iLE COMPANY'
TO 16.62 I ( ll�
BILL CAMPBELL _
20�1r � .. a 2
120'! c ..:. FL 15.4s 4 PROPOSED 24 L.F. OF 24 RCP
TP•,i717 :..:rH -! T$ 17.75'. c I i (Sy [
4 ::TP '17.75 ; us 4" RESTRICTOR O o
aT EXISTING CULVERT 0.08 /o, O' O
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FLOOD STATMENT. _ 0,.
E.H Row W.M.Idc P H 7.5a - - - HYDRANT 5 PROPOSED 6" CONC. CURB..
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- Y - TO 17.49 - - -- it SUBJECT PROPERTY IS LOCATE IN _ZONE "AE" PER
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6PROPOSED 7 DUMPSTER PAD - - \- z p. H d'
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r' O FEMA FIRM:MAP PANEL NO. 48201CO945L DATED
-- - - - EDGE 0Q PA`llfdC---- 1"�h' :..:RisL? �. ,., 'Ris.:.: t�,�
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----- -=-----------PP----------------------------------- 7 PROPOSED CURB STOPS 5 PROPOSED JUNE 18, 2007. O 00
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2 q SOUTH 1.6 T'H STREET ( 6-0: 01_I' K I� : W �
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-- --PROPOSED .-- 1-� C 0 f'J C R - F i z U
- -- --- - -- --PROP. 3/411 WATER METER W B-.-
FLOW-- -- - --
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SAN. SWR TAP � /\- _ T E- �. a �
PREVENTOR FOR �-� >
TO EXIST. 10" - i p .l
DOMESTIC SERVICE RPZ REGISTERED ENGINEER:
SAN-SAN( ) _ -
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PROP. 3/4" TS&V TAP & BOX (, ;
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I, PHILLIP E. JOHNSON ,' A LICENSED PROFESSIONA' . A� OF
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- SVR--_ SUR--: SYR- -SYR-- S'✓g-_- SYk--. J i
ROW ROW w (� ``r Row ENGINEER IN THE STATE OF TEXAS DO HEREBY
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- - - - - - - - - - - - - - LJI - - - - CERTIFY THAT THE INFORMATION PRESENTED ON THIS 0 * ........
.......
PHILLIP EUCENE JOHNEON
t�l MINOR SITE PLAN TRUE AND, CORRECT TO THE BESVOF i ............:.............;
o - MY KNOWLEDGE. ��,o ss6os i'
OWNERS - I I I ; W I jcErsEo. a
OWNERS - I OWNERS - I �� i LEGEND is • i -
BRITTON MATTIE P BRITTON MATTIE P MCLAIN MARY C - LANDSCAPING REQUIREMENTS:
024-092-025-0024 024-092-025-0024 024-092-025-0021
DEVELOPED DEVELOPED DEVELOPED , 5" CONCRETE PAVING TOTAL DEVELOPED SITE AREA: 9,375.00 SQ..FT.
9372.00 SQ. FT. TOTAL ROOFED OVER IMPROVEMENTS: 3,040.00 SQ. FT.
DETENTION SUMMARY
123 S. 16TH STREET PROJECT AEIS PROJECT NO. 08-0037 i W W W PROPOSED GROUND COVER 9,375.00 SQ. FT. - 3,040 SQ. FT = 6,335.00 sQ: FT
t ( W w W 6,335.00 SQ. FT X 0.06'= 380.1 SQ. FT.
37
.TOTAL ACRES IMPROVED: 9,5 S.F. / 0.2152 AC 7 � 444.48 SQ.,FT ,
DETENTION REQUIRED: 0.2 AC-FT/AC REQUIRED LANDSCAPING:. 380.1 `SQ. Fr t j z .
PROVIDED LANDSCAPING: 444.48 SQ. FT. (`
0.2152 X 0.2 = 0.04304 AC -FT PROPOSED 2" WATER OAK TREE _
'--{?T - 15 GALLON, MIN. CALIPER;(2 TYP.)
0.04304 AC -FT X 43560 = 1874.8224 CU. FT PARKING REQUIREMENTS:
PROPSSED INDIAN HAWTHORN SHRUBS OFFICE PARKING SPACE ARE: 41MIN) & 3/1000 SQ.-FT. OFFICE + 1/1500 SQ.FT. NON '�
TOTAL DETENTION REQUIRED: 1,874.8224 CU. FT - 5 GALLON, (17 TYP.), W TOTAL DETENTION PROVIDED: 1,851.1700 CU. FT PARKING LOT REQUIRED PARKING: MINIMUM = 4 SPACES 0.0
L 33.1600 CU FT 8" HDPE OFFICE 760.0 SQ. FT. = 1 SPACES, 0' 1
4.6800 CU FT INLETS - - ' - PROPOSED 8" H.D.P.E STORM LINE WAREHOUSE 2,280 SQ. FT. = 2 SPACES- QQ
Water Volume calculations SVR- SWR- SWR- TOTAL: 7 SPACES
TOTAL: 1 889.0100 CU FTv�
PROPOSED 4 PVC SANITARY LINE
BRICK & MORTAR EMPLOYEES: SHALL.BE DETERMINED WHEN LEASED I-
WATER LEVEL FOR DETENTION: 17.75 - 16.62 123 S.96th Street AEIS Pro•ect08-0037 �LI.1 -..�
0w-Dw-ow- . PROPOSED 3/4" DOMESTIC WATER EMPLOYEE COUNT: PRIOR TO CHANGE OF OCCUPANCY,' OWNER MUST Q LU
USE 4 RESTRICTOR OR CITY MIN. 8" HDPE COORDINATE WITH CITY OF LA PORTE REGARDING
TEL-TEL-TEL- PROPOSED OVERHEAD PARKING DEVELOPMENT:
Hydraulic Calculations for the Proposed site
123 S.16 th Street Project - La Porte, TX To of water=17.75 and to of W. inlet=16.62 PARKING PROVIDED: 90° L 10, X 18, = 3 SPACES W/ CURB STOPS (a _
-E -E -E - PROPOSED OVERHEAD 90° - 10 X2o i SPACES W/ CURB STOPS I-
IEndAreaj Distance Sum of
PAR- 10' X' 22' 2 SPACES RationalMethod Station
90° - 14' X 20' = 1 H.C. SPACE W/ STOPS
'--�-�:-�- '
ation cut Fill in stations Areas NOT PROPOSED �
C = 0.75 for Chip Seal and 0.8 for Concrete
1=6.55 and A is in acres therefore 0 is in cubic feet per second ( cfs 0 0 4" RESTRICTOR N
0.070 2.35 PIPE O
Mannin 's Equation: Q=A1.486/nR2r3S1/2 forsizin pipes) 7 33.58
Q cfs , A area of pipe in s NOTES: ft , R (hydraulic radius in ft , 0.070 3.oa RESTRIOTOR - 01
S (slope in ft per ft 1a s.87
SCALE N.T.S.
0.160 3.28 1. MIN. 10' SEPARATION BETWEEN SANITARY LINE AND WATERLINE.
Number Inlet/MH C I q Q 30 10.60 2. THE LOCATION OF THE SANITARY AND WATER LINE HAVE BEEN OBTAINED FROM
0.390 7.55
69 S 75 BLOCK MAPS PROVIDED BY THE CITY OF LA PORTE. THE SANITARY LINE IS JOB NO. 08-0037
PROBABLY 10 INCHES. THE WATER LINE IS PROBABLY 8 INCHES, DRWN BY: RC
o.2so 7.03 THIS IS TO CERTIFY THAT THE CITY OF LA PORTS TEXAS HAS
A Inlet 0.8 6.55 0.1076 0.56 98 15.50 - � 3. PROPOSED SAN. SWR. LINE TO BE 4" PVC @ 0.32%.
B Inlet 0.8 6.55 0.1076 0.56 0.095 6.45 APPROVED THIS SITE PAN AND DEVELOPMENT OF WARD CKD BY: PEJ
107.5 52.36 1 DEVELOPMENT IN CONFORMANCE WITH THE LAWS OF THE STATE 4. PROPOSED DOMESTIC. WATER L NE TO BE 3/4 FILE: C1.O.dwg
OF TEXAS AND THE ORDINANCE F THE CITY OF LA PORTS. SCALE:
0.140 7.33 6. NO IRRIGATION METER PROPOSED.
Inlet to Inlet Qt Diameter Type q n R S Q V f/s 121.5 0 DATE: Tue, Mar 24 2009
A 01 B 0.56 7. NO GAS SERVICE PROPOSED:
8 HDPE 0.349 0.011 0.1667 0.0054 1.049 3.01 BY. � � � S DWG: - •
B N out 1.13 8 HDPE 0.349 0.011 0.1667 0.0063 1.134 3.25 Total Cu Ft of Water= 1851.17 DIRECTOR, A PORTS
PLANNING DEPARTMENT