HomeMy WebLinkAboutO'REILLY AUTO PARTS SITE PLAN'I
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_ I ELEVATIONS
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EXIS NG .0 l . ,p -'tF 1 �' . jr _" :::: r jr `' .. !�! ` l��'1 • oy
PAVE 1 r! a 5z
ELEV EONS Q AC ij-`�a:r...�::.,.-?,:•-.'::::,.::�cc:_•- .• 14.�. '' .l�/( !��p �
A� I 11.8 INSTALL$k�r INLET.
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INS
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SIISEE D LPIPE INTALA�TION
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$88.55 53 W 141.00 '
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+rf• Lr mm" CIt StVR EROSION NOTE 0 70N
1 22
" SHEET G ,
Ci
46' TALLCW' CLUSTER D
SCALE: 1:20 77
PROPOSED 4'0_FIBERGLASS
DROP 'MANHOLE TOP OF
MANHOLE 13.0
TOP OF GRADE 12.7
PROPOSED 18"
HOPE STORM SEWER
-- _
PIPE 0.39°o I ��I f I` •'•" .:..' '•: i I—� I ( � � 1.
SECTION AT DROP -DOWN MANHOLE
SCALE: NONE
CAST IRON FRAME
k COVER, FURNISHED
LOOSE, OR CAST -IN
COVER SECTION
THIN WALL KNOCKOUT ON
ALL 4 SIDES, SEE KO DIMENSION
FOR MAXIMUM PIPE O.D.
w1 �w1
3 JUNCTION BOX DETIALS
T1
PARTIAL SECTION
FAIRMONT PARKWAY
(100' R.O.W.)
PROPOSED O'REILLY SITE
BLDG FT 15.0
PROPOSED DR. MOOSA SITE
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EASMENT, PENDING APPROVAL.
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MITIGATION SYSTEM
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C �y
PROPOSED 4'X4' JUNCTION
PROPOSED DROP MANHOLE AT
BOX, TOP OF BOX 13.0 o
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END OF EXIST 24' CMP,
IE N 9.30, IE E 9.28,
SEE DETAIL 3/0.1.
15' ST
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EASMENE
APPROVAL.
PENDIN
DOST BOTTOM OF PPE 9.28
T ♦'F
Fill.
FL
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EXISTING ELEVATION
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PROPOSED ELEVATION
DRAINAGE PLAN
EXISTING CITY DITCH FL -
WEST'K' STREET
(60' R.O.W.)
MODEL / --- DIMENSIONS
JUNCTION WI W2 H1 H2 Tl KO WEIGHT
BOX S12E COR
ID ET
JEIC18 2V 16" 34' 30` 4" 15' 15" DIA 1.200
JOC20 26' 18" 34' 30" a 17' 15" CIA 1.535
JBC24 32- 22" 41" 36- S' 22' 18' DIA 2.500
JBC27 37' 25" 42' 36' 6" 24" 24" DIA 3.000
JEFC30 42" 30' 42' 38" 6" 30" 24' DIA 3,800
JBC36 48" 38' 42" 36' 6" 32- 24" DIA 4,900
JBC48 60" 48' 54` 48' 6" 44' 24' DIA 9,150
JBC60 72' 60' 66" 60" 6' 56' 24" DIA 13,650_
SPECIFICATIONS
CONCRETE : Class 1 concrete with of design strength of
4500 PSI at 28 days. Unit is of monolithic
construction at floor and first stage of wall
with sectional riser to required depth.
REINFORCEMENT: Grade 60 reinforced. Steel rebor conforming
to ASTM A615 on required centers or equal.
C.I. CASTINGS: Cast iron frames and grates are manufactu,ed
of greyy cast iron conforming to ASTM A48-76
Class 30. —
SCALE: NONE 1 2
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DOStINC 18' HOPE PI�
Dl1 18011011
SCALE: 1 : 30
This Is to certify that the City of La Porte, Texas has
approved this site plan and development of O'REILLY -A TO PART
In conformance with the laws of the. State
of Texas and the ordinances of the" Ity OFLaPorte,
Byl
Iffy,rector, Porte Planning
ow ct
---P- Departmen
Byf
Dire
La P ort e ubllc
cWorks
At1-- --------
Signature s) v lid for 1 year RO Box 1115
3 /y DS 604 West Fairmont Parkway
from \ La Porte, Texas 77572-1115
I, WILLIAM T. MANNIN .- R, AM REGISTERED UNDER THE LAWS OF
TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING
AND HEREBY CERTIFY THAT THIS MINOR SITE PLAN IS
TRUE AND CORRECT AS TO PROPOSED SITE IMPROVEMENTS,
172 lc-.
----
WILLIAM T. MANNING, P,E.
TEXAS REGISTRATION
NO, 80640
SIGNATURE BLOCK SCALE: NONE
t
architecture - design - planning -
e30 So. ®re.tl w®y. mt. •too
La Porto, TaxEa® T787
6NIer. (2B1)804-0832 a1fe Fan: t2e1)4T1-06
www.projectdesignpartners.com
PROJECT NUMBER
PROJECT TITLE
PROFESSIONAL SEAL
DRAWINGS ISSUED FOR:
OWNER APPROVAL
PROGRESS'PRINT
FINAL PRINT
SCOPE OF THE DOCUMENT
THIS DRAWING INDICATES THE GENERAL SCOPE OF THE
PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE
DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL
ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL
ELECTRICAL SYSTEMS. AS SCOPE DOCUMENTS, THE
DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL
WORK REQUIRED FOR FULL PERFORMANCE: AND COMPLETION
OF THE'.REOUIREMENTS OF THE CONTRACT DOCLt11...._ ON
THE BASIS OF THE GENERAL SCOPE INDICATED OR
DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS
REGUIRED FOR THE PROPER EJtECUT10N AND COMPLETION OF
THE WORK THESEDRAWINGS SHALL NOT BE USED FOR
CONSTRUCTION U14UM DATED AND NOTED As ISSUED FOR
CONSTRUCTION WORK. 78HS DOCUMENT IS TFW PROPERTY
OF!i.,iii/x '�;�;rac:q!!n' AND IS NOT TO BE USED, IN
WHOLE OR IN PART. •NRNOUT THE WRITTEN AUTHORIZATION OF
WA ■2 N ■ N G
F THIS SA.R DOES NOT MEASURE I -THEN DRAWING S
NOT TO SCALE
DRAWN BY:
CHECKE DATE
OPL
2005/03/02
SHEET TITLE
PROPOSED
SITE
PLAN
DRAWING NUMBER
SHEET NO.
C1.1
1 1
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UTILITIES-k�^Lu»L..:ka�
anaojaoaweniAgLein•o,unkrkko}
E WATER/IRRIGATION METERS
-WS! WATER SERVICE
-OHE- OVERHEAD ELECTRIC
-SS.-. SANITARY SEWER
-GAS- GAS SERVICE
LANDSCAPING LEGEND
NOTE• RUER TO SUR U FOR EXISTING CONDM SYMBOLS LEGEND.
Q NEW Mina (REFER W PLANING LEGEND) '
AREA Or SOD OR WMNSEED Mr LAWN AREA WWXH EXCEEDS
(WWERE REDU/IBO) 2SX •SLOPE, TO BE FWWM
M W SOD. SEE GRADING PLAN.)
NEW BUI(DING
O NEW VINYL EDGING
.. AREA'OF•WE w mu CONCRETE•
AREA OF CONCRETE PAVING
C 0 :1 NEW IDLE SICK LOCATION
�... NEW UWI/ POLE LOUJI M
NEW CONCRETE PARKING BLOCK
II
` FOUND 1 2" IRON
I� / ON PIPE
I
111111111111
...... �.... TBM
THE MOST EASTERLY BOLT ON THE TOP FLANGE OF A FIRE HYDRANT LOCATED
NEAR THE SOUTHWEST CORNER OF THE INTERSECTION OF FAIRMONT PARKWAY
a ^' WITH FOURTH STREET. ELEV.=15.98 Z
O
UTILITY STATEMENT*.
W
GAWESTaN THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD
SURVEY_INFORMATION,_ATLAS_MAPS_ASMAY BE_AVAILABLE.FROM.
BAY MUNICIPALITIES' OR' UTILITYCOMPANIES; AND EXISIING'DRAWINGS. THE
SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN
., COMPRISE ALL SUCH UTIUTiES IN THE AREA,.EITHER IN SERVICE OR
ABANDONED. THE SURVEYOR FURiHER DOES NOT WARRANT THAT THE
VICINITY MAP UNDERGROUND U71UTiES SHOWN ARE IN THE EXACT LOCATION INDICATED
ALTHOUGH HE DOES STATE THAT THEY ARE LOCATED AS ACCURATELY AS
NOT TO SCALE' POSSIBLE: FROM 'INFORMATION =AVAILABLE. THE SURVEYOR. HAS Nor -
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
O
Z.'.
t RUKOFF SUMMARY.
) CITY OF LA PORTE, TX REQUIRED DESiGN-STORM = 3 YEAR' METES AND BOUNDS DESCRIPTION
S: 6. DETENTION VOLUME REQUIRED:
FROM DESIGN STANDARDS FOR DETENTION BASINS; BEING .a .OM92- acres tract -of- land -situated In -the _J_ Hunter_
Survey, Abstract No. 35, in the City of La Porte, Harris County,
CITY OF LA PORTE, TEXAS: Texas; being all of Lots 1 through 10. Block 1106, Map of La
FOR DEVEL{3PEDAREAS OF"10:ACRES.OR-LESS,- Porte recorded in Volume 58, Page 460 of the Map Records of Z
THE REQUIRED VOLUME Harris, County,• Texas; together-with•a portion •of that certain 16• z
foot wide alley within said Block 1106, which was vacated by City Rs
EQUALS THE TOTAL DEVELOPMENT AREA TIMES -THE . of La Porte Ordinance Number 2004-2703; said lots are a o 0
APPROPRIATE STORAGE COEFFICIENT. Pwtion.ofGhat same.ttact of land'•described.in"•the..dead.to Ills
Moosc Family Limited Partnership recorded in Harris County w q=-
0.30 Clerk's File Number W484544, Official Public Records of Real
DEVELOPED AREA STORAGE COEFFICIENT _ �. O
Property, of Harris .County, 'Texas; . said.'0.8092 acre tract'. is . ', �
0 TO 3 ACRES 0.20 ACRE FT./ACRE described by metes and bounds as follows: O
THE VOLUME -STORAGE REQUIRED (ACRE FT.): o
3g BEGINNING-at.a 1/2.inch iron rod at the intersection of the . �_�: Co.
0:809 ACRES* 0:20 ACRE'FT:/ACRE = 0:162'ACREF r. South line of Fairmont Parkway, a 100 foot wide street dedicated g 2 o
DESIGN VOLUME STORAGE REQUIRED (FT^3): by said Map of La Porte, with the East line of Fourth Street, a Q Ui o y
0.162 ACRE FT..* 43560 FT^2 = 7050 cu ft 60 foot wide street dedicated by said Map of La Porte, being, the o w >
0.86 -Northwest comer of said Lot 1; z' O' a
7. DETENTION VOLUME PROVIDED (600 LF OF HE RCP 38*60): w z
VOLUME VOLUME THENCE North 86 degrees, 55- minutes,. 53 seconds East with the ♦ 11 > a i�o
ELEVATION STORAGE STORAGE STORM South line of'Foirmont'Parkway and the North line of said"Lot 1, Z" j ° passing at 125.00 feet a 5/8 inch Huitt-Zollars plastic capped m u(feet) (cf) (ac-ft) (year iron rod. on the West line. of said 16. foot wide alley,. being, the /I� kn a Lo
8.40 0 0.0000
Northeast comer of- said Lot 1; continuing with' said South line- a V Er o (0.
9.00 984 0.0226 total distance of 141.00 feet to a 1/2 inch iron rod on the East w 0
10.00 3756 0.0862 line of said alley, being the Northwest comer of Lot 32, said z m d CD
11.00' 6546 0:1503 BlacK lfo6;` G .Z- LID z
11.57 7464 0.1714 -3 w m oLO
THEREQUIRED.3-YEAR VOLUME IS MET AT THE THENCE South 03 degrees 04 minutes 07 seconds East with said a 0 o
INDICATED ELEVATION. East line; 250.00" feet- to • a • 5/8 • inch Huitt-Zollars, plastic capped
iron rod for the Southwest comer of Lot 23 and the Northwest
27, ) - 8• DETENTION OUTLET (SEE DETAIL 3/C1): comer of Lot 22, said Block 1106;
JTES)INSTALL WEIR STRUCTURE WITH MIN. 6" 0 ORIFICE
MIN 50 MIN 60 MIN THENCE South 86 degrees 55 minutes 53 seconds West, passing
LARGER STORM EVENTS FLOW OVER WEIR WALL. at 16.00 feet a 5/8 inch Huitt-Zailors plastic capped iron rod y W y
'.95 " 2.59 2.31 DETENTION DISCHARGE. 3 YR FLOW = 2.18 ds - for .the Southeast :comer- of said Lot 10 and. the =Northeast- .
ENTRATION : comer of Lot 11, sold Block 1106, continuing with the South line C M, 1%
OVERFLOW CAPACITY OF OUTLET = 30.82 cis of said Lot 10 and the North line of said Lot 11, a total W R in
54 cis 100 YR POST -DEVELOPMENT FLOW = 7.00 cis distance of:141.00.:feet to a 5/8.inch Huitt-Zoftam ptosft. ! W 1!
VCENTRATION): capped iron rod on the East line of said Fourth Street, being the us .^
common West comer of said Lots 10 and 11; y
42 cis cc
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THENCE North 03 degrees 04 minutes 07 seconds West with said d 2
East line and the West line said Lots 1 through 10, 250.00 feet
to the POINT OF BEGINNING and containing 0.8092 acres or
UTILITY COMPANIES: 35,250 square feet ofland;' _ a
CITY HALL, LA PORTE. TEXAS.
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ISAAC RODRiGUEZ - ENGINEERING' DEPARTMENT
6" W. FAIRMONT PARKWAY r
LA PORTE, TEXAS 77571
(28tX7T-5O2D
NATURAL GAS'
ELECTRICAL FACILITIES
CENTERPOINT ENERGY
RUSSELL YOUNG
RELIANT ENERGY
1317T TRAVIS
LEGEND
HOUSTON DIVISION ENGINEERING
HOUSTON, TEXAS 77002
PO BOX 2628 - BIN 7c
(713) 207-4622
HOUSTON. TEXAS 77252-2628
CONCRETE
(713) 207--4624
CABLE TELEVISION
TELEPHONE FACILITIES
11ME WARNER CABLE
MOHAMAD WOHEIDY
EDGE OF ASPHALT
SOUTHWESTERN BELL
TELEPHONE COMPANY
-WEST -'��
ASPHALT
() ��7928
HOUSTON TEXAS 77040
(713) 895-1213
+ FIRE HYDRANT
IC AND CABLE TELEVISION
LINTY CLERK'S FILE NUMBER
S OF HARRiS'COUNTY, TEXAS
iS OF HARRIS COUNTY, TEXAS
PUBLIC RECORDS OF REAL
INTY, TEXAS
BSTRACT THE PROPERTY.
ATTERS OF RECORD MENTIONED OR
:TLY BASED ON THE TITLE REPORT
03 BY CHICAGO TITLE INSURANCE
18.
WITHIN ZONE X. AREAS OF
OF 100-YEAR FLOOD WITH
THAN 1 FOOT OR WITH DRAINAGE
,RE MILE, AND -AREAS PROTECTED
R FLOOD, ACCORDING TO FEMA
AP No. 48201CO945 J, DATED
OM CITY OF LA PORTE SURVEY
PING PRQGRAM.SURVEY.MARKERS
F LA PORTE, THE AVERAGE
I A METER IN THE VICINITY OF
'PROXIMATELY 50 PSI.
F LA'PORTE STANDARD SiTE PLAN
AL COMMERCIAL ZONING
; SETBACK REQUIREMENTS FOR
AS FOLLOWS:
DJACENT TO THE PUBLIC
6 MINUMUM OF 10 FEET.
INiiWM 6V -SHALT BE. LOCATED IN ,
I.
15• TO. THE BESTOFOUR. KNOWLEDGE THERE ARE. NO KNOWN
PLANNED STREET WIDENINGS AT THE LOCATION OF -THIS
TRACT.
18: OVERHEAD CABLE TELEVISION TRANSMISSION LINES ARE
LOCATED ON THE NORTH SIDE OF FAIRMONT PARKWAY.
* GUY ANCHOR
---p1E- OVERHEAD_ ELECTRIC.
POWER POLE
SANITARY MANHOLE
¢ :ytra9 SIGN
........:...aq
N BADY d STORM MANHOLE
°... .........
�O= TREE -(TYPE SPECIFIED)
t• n �c5,.r !�EyNS�.NG �r � WATER METER
WATER VALVE
BENCHMARK
CITY OF LA PORTE SURVEY MARKER J9=02" (CITY MARKER No. 33). BRASS
CAP WITH PUNCH MARK LOCATED AT THE INTERSECTION OF FAIRMONT PARKWAY
WITH STATE HIGHWAY 146. THE MARKER IS IN THE MEDIAN BETWEEN THE EAST
BOUND " AND -WESTBOUND- LANES "OF FAIRMONT-PARKWAY UNDER THE STATE
HIGHWAY 146 OVERPASS, 15.9 FEET WEST OF A SIGN POST ON THE EAST END
OF THE MEDIAN, AND 44.2 FEET EAST OF A SIGN AT THE WEST END OF THE
MEDIAN, 3.9 FEET FROM THE BACK OF THE SOUTH CURB -OF THE MEDIAN,
APPROXIMATELY 0.5 FEET ABOVE THE SURFACE OF THE ROAD. ELEV.=14.13
CITY . -APPROVING AUTHORITY CERTIFICATE
THIS IS TO CERTIFY THAT THE CITY OF LA PORTE HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF
(NAME OF DEVELOPMENT) O'RE2L.Y AUTO PARTS iN CONFORMANCE. WiTH THE.'
ORDINANCES OF THE CITY OF LA PORTE.
• I MV
BY
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DA7E:. OB-26-2004
DRAWN BY: ANT
CHECKED Erf NM
PROD. NO. 18554
SHEET: S P; r.:.