HomeMy WebLinkAboutCLEAR CREEK EQUIPMENT SITE PLAN'E' STREET - 60' R.O.W. EXISTING
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1
MARY C. THORSTENBERG
18" RCP PROPOSED UNDEVELOPED PROPERTY VAPJM
.
OUTFALL PIPE
17.00 FF 16.25 '
WATER TIGHT PLAN
Z 16.75 D.W.L. 16.03
BRICK & MORTAR SITE
1 "= 2 0' m 15.50
PROPOSED
6-INCH. S.D.R. VARIES FRO
SWALE DETAIL 13.50 TO 1
CONTROL ORIFICE DETAIL N.T.S.
ymm
LEGEND
17.00 FF
Grass 0 16.75 16.25
z D.W.L. 16.03
1.25-1.5 Caliper, 15 Gal. Wto 8' STORAGE R.E Q U I R E D : m 15.50 13.5
Live oak Tree (12) 30' O.C. AREA = 49,792 Sq Ft
4' Oleander shrub 3' O.C. f.$RC,�
VOLUME REQUIRED = 0.20 AC-Ft/Ac A -A DETAIL
CO Clean -out N.T.S.
OS Sample Well/oil Seperator 49,792 X 0.20 = 9,958.4 CF = 0.2286 AC -Ft
SW Sample Well
FR Flow Restrictor
Benchmark
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CONC. PAD
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16.75
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PROPOSED
BUILDING
_ .. • • ,
F.F.= :11.00
5" CONC.
SLAB
6" CONC.
oe
PAD.
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4
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6"X4" CURB
eM 16.13 15.50
FH Fire Hydrant STORAGE PROVIDED: 15.80
1�GL Edge of Concrete L_
Edge of Asphalt
A' Chnin link Fence
15.80
FLOOD NOTE:
U m
THIS TRACT IS WITHIN THE 500 YEAR FLOOD PLAIN, PER a01
PLAIN FIRM NO. 480307-0940-L DATED JUNE 18, 2007.
FLOOD ZONE - SHADED 'X', WITH SMALL AREA IN 'AE' 0
s~ 4 2.4•.
DESIGNED WATER LEVEL = 16.03 FT.
O -4 V
BASE FLOOD ELEVATION = 15.50 FT. WEST 'E' STREET
BENCHMARK DATUM: Q a
BENCHMARK IS TOP OF STORM SEWER MANHOLE AT THE M
NORTHEAST CORNER OF THE PROPERTY. BENCHMARK _
TRANSFERED FROM LA PORTE SURVEY MARKER # 33 0 'd
LOCATED AT INTERSECTION OF FAIRMONT PARKWAY AND PROJECT U I
STATE HIGHWAY 146 FEEDER ROAD (UNDER OVERPASS). LOCATION `+a �� 9
BENCHMARK ELEVATION = 16.10 FT. r r ,P.1 h9 si '
WEST F STREET Q �a
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CLEAR CREEK EQUIPMENT W
MENT A SUBDIVISION OF 1.14 ACRES BEING A REPLAT OF
L92 OF LOTS 1-8, A PORTION OF LOTS 25-32, BLOCK 122, A
PORTION OF 16 ALLEY AND A PORTION OF 11TH STREET
TOWN OF LA PORTE VICINITY
' (C I ^'v I TY M A P
VOLUME 58, PAGE 460, HARRIS COUNTY DEED V
RECORDS, TEXAS. SAVE AND EXCEPT THAT PORTION KEY MAP: SSOB
CONVEYD TO THE STATE OF TEXAS VOLUME 5721,
PAGE 167, HARRIS COUNTY DEED RECORDS, TEXAS
1 RESERVE
4" IRRIGATION
D LANDSCAPING BUILDING USE
TER METER HEAVY CONSTRUCTION EQUIP RENTAL AND LEASE ORDINANCE 2007-2974 V)
NAME OF DEVELOPEMENT: SALLY WILLIAMS INVESTMENTS CLOSED AND ABONDONED A PORTION OF 16' ALLEY h -
TYPE OF DEVELOPMENT: HEAVY CONST. EQUIP. RENTAL/LEASE AND A PORTION OF 60' ROW OF 11TH STREET W _ 0
OWNER: SALLY WILLIAMS INVESTMENTS Z
BUILDER: FOLDS CONSTRUCTION PARKING REQUIREMENT:
ZONED: GENERAL COMMERCIAL REQUIRED -
JOB ADDRESS: 602 STATE HIGHWAY 146 SOUTH 1,600 SQFT / 300 SOFT OFFICE SPACE ' � (JJ
SURVEYOR 1600SQFT / 300= 5.3 SPACES = 6 SPACES z m
OWNER MIN. REQUIRED SPACES = 4 SPACE
SALLY WILLIAMS INVESTMENTS CIVIL CONCEPTS, INC. TOTAL REQUIRED SPACES = 10 SPACE 0 T_ X W
332 NORTH HIGHWAY 146 3425 FEDERAL STREET ROPOSED
LA PORTE, TEXAS 77571 PASADENA, TEXAS 77504 Ljj
(940) 458-2735 (713) 947-6606 PROPOSED SPACES = 10 SPACES Q z
-! O
PROPOSED BUILDING LOT SIZE 49,792 SQ. FT. (1.143 AC')_ �--
1. USE/OCCUPANCY GROUP -'SCUP#07-006 (SIC CODE 7353) TOTAL ROOF COVERAGE _ 0 SQ. FT. - = O H
APPROVED CITY COUNCIL AUGUST 27, 2007 PROPOSED BUILDING - 6,000 SQ. FT. - 12.0% } v X
)SED 2. TYPE CONSTRUCTION - TYPE III, NON -PROTECTED N a .
'H �'<tOQ a0
PROPOSED PLANT AREA v) (D -1 Q'
GENERAL NOTES (GRASS -BERM/SWALE) 13,052 SQ.FT. = 26.2%
1. PROPOSED DRIVEWAY, CURB, GUTTER LINE AND GRADE PROPOSED IMPERVOUS AREA
SHALL MATCH EXISTING STREET. (BLDG/AREA PAVING) = 36,740 SQ.FT. = 73.8%
2. PROPOSED GUTTER LINE IS TO BE MAINTAINED AT FACE 49,792 SQ.FT. = 100.0%
OF EXISTING CURB. Mo CS £
3. SAW CUT EXISTING CURB AT EACH END AND KNOCK OUT
CURB FROM BEGINNING TO END OR PROPOSED DRIVEWAY. 1, HAMID SHORTORBANI, AM REGISTERED UNDER THE LAWS co
4. COMPACT SUBGRADE FOR PROP DRIVEWAY CONNECTION OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING Cl)
FROM PROPOSED SAW CUT AT EXISTING PAVEMENT TO AND HEREBY CERTIFY THAT THIS MINOR SITE PLAN IS TRUE Q
RIGHT-OF-WAY LINE, COMPACY TO 95% OF STANDARD AND CORRECT AS TO PROPOSED SITE IMPROVEMENTS. no
PROCTOR DENSITY (f 2% OPT. MOISTURE). THE CITY
ENGINERER RESERVES THE RIGHT TO REQUIRE LABORATORY
TESTS TO BE CONDUCTED.
5. ACCESSIBLE RAMPS MUST HAVE A DETECTABLE WARNING HA S SHORATION I, P.E.
SURFACE FOR PERSONS WITH VISUAL IMPAIRMENT. TEXAAS REGISTRATION N0. 55164
(COLOR OR SURFACE TEXTURE.
„� This is to certify that the City of La Porte, Texas has SEAL,.`
z NOTES approved this site plan and developement of Clear Creek OF;, $
Equipment in conformance with the laws of the State +� N
---'(� 1. PROJECT WILL HAVE A SEPERATE METER FOR
IRRIGATION/LANDSCAPING. of Texas and the ordinances of the C'ty of Porte. �* ..
%"xwo �'sNoiaiewd i ,
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a 2. PLUMBING CONTRACTOR SHALL MAINTAINE REQUIRED SEPERATION
OF WATER LINE AND SANITARY SEWER LINE PER LOCAL CODES. BY- --- 'Ih •pNAI•rct�'��' Si
3. PLUMBING CONTRACTOR SHALL INSTALL A BACK -FLOW Director, P e Planning It..�.,.��
Department
Attest: PREVENTER AS REQUIRED BY LOCAL CODE. •���"^�J' s<< Q
4. THE FRONT AN(�' SIDES FACADE WILL BE COVERED WITH BY: 9n ure:
1.50 (MASONARY PRODUCTS), -HARDI BOARD Lo Porte City ngineer
5. THE TOPO WAS TAKEN AFTER THE SITE WAS CLEARED AND At c
SCRAPED, AN ESTIMATED 3" WAS REMOVED DURING THE P.O. Box 1 W CLEARING AND SCRAPING. THE ELEVATIONS ON THIS 6o4 West Fairmont Parkway
DRAWING REFLECT THAT. La Porte; Texas 77572-111 Ej ; Z Z cn Z
U 0 0 0
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15
0 16.10
a. 15.60
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