HomeMy WebLinkAboutRECORDS STORAGE FACILITY ADD'L DRIVEWAYCITY OF
LA PORTE
SITE PLAN
MINOR DEVELOPMENT SITE PLAN FOR
CITY OF LA PORTE RECORDS STORAGE FACILITY
BLOCK
160
AT BLOCK 177, TOWN OF LA PORTE
SCALE. 1"=10'
BEING A 0.41 ACRE TRACT OUT OF
m
THE JOHNSTON HUNTER SURVEY, A-32
CITY OF LA PORTE, HARRIS COUNTY, TEXAS
3,000 PSI CONCRETE
r E x A s
FND. 5/8" I.R.
FND. 5/8" I.R.
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ff'�F BARS @ 18" O.C.
EA. WAY - 6" LAPS
604 W. FAIRMONT PKWY.
F.H.
LA PORTE. TEXAS
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8" WATER LINE
5"
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PLANNING
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-6" LIME STABILIZED SUBGRADE
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DEPARTMENT
6" — CONTINUE V-0"IBEYOND EDGII E OF —
ING
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ENGINEERING
DIVISION
n°
SOUTH "I"
STREET
CONC. PAVING DETAIL
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N.T.S.
FTY-PE"D"ASPHALT
TOP
CONCRETE 1.5'
1'-3" 1'-3"
;SHORTOF STREET
STORM JUNC.
°
NOTE:
FORM JOINT SEAL WITH
Box
�.°
—
REMOVABLE VINYL SCREENED
EXIST. TOP
OF BANK
° °
CAP-SHEPLERS #8151
VICINITY MAP
R 15'
PROP. 20 L.F. ° a
OF 18" RCP
EXIST. TOP OF
+�
BANK
EXIST. TOP OF BANK
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24 GA. CONT. JOINT SEALANT
GALV. KEY
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15" R.C.P.
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5" p.
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EXIST. TOP OF BANK
13.97
°
°
C.J. ° 13.91 ° °.
EXIST. TOP OF BANK
13,g7 EAST
12 5 — 0 ��
EXIST. TOP OF BANK
20'-�"
4 �� o a
2'-6" DEFORMED TIE BAR
LEGEND
SAME DIA. AND SPACING
21
.1.. 2
22'-8 "
30'-91/2"
AS PAVING REINFORCING
SWALE
° : ° ° ;
°. °.
°�
CONC.
�• SLAB
LAP 10" W/REINF.
13
78
:d
a °°
PAVING CONTROL JOINT
x k� EXISTING ELEVATION
4
; . a
10 BUILDING LINE
1.
78 3
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N.T.S.
13.57 PROPOSED ELEVATION
PROP. 6" CONC.
REMOVE & DISPOSE
OF EXISTING CURB
CONC. STOOP
} FIRE HYDRANT
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° °. DRIVE'.
`
LOAD TRANSMISSION UNIT NAIL HOLE
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SHEPLERS JR. SIZE L.T.U. OR EQUAL 17/32" DIA
X FLOOD ZONE DESIGNATION
REVISIONS
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OQ
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O 0 1-3/4"
--------- WATERLINE
NO.
REVISION /ISSUE
DATE
z
1-3/4" 1-3/4"
TOP VIEW
— — — — — SANITARY SEWER
0
ORIGINAL ISSUE
02/04
FRONT VIEW
--------- STORM SEWER LINE
DRAIN.lb
TO SWALE
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JOINT SEAL
—•—•—•—•—•—•— FLOOD ZONE LINE
R15
'
N
�C.J.
-
m
NAIL 1" TOOL EDGE Ile R.
C.J.
I CONCRETE
PRESSED ON BAR LOOSE FIT
0
WHEEL STOP
[ C/U
I
I
PAD
5" 117 0 SMOOTH SAR
1w PLASTIC
TUBE
PROPOSED
ROPOSEDSTEEL
EXISTING
TO MEET AST STD. R.W. EXP. JT. FILLER
ADDITIONAL DRIVE
E J
SPECS. FOR CONC. R INF.
FOR THE
0
'
I
h�
RECORD
3/4" W.
019
BAR UNITS TO BE 22" .C.
10"
FLOOD STATEMENT
RECORDS STORAGE
FACILITY
CD
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15.07
14.07 14.18 STORAGE
.
THE SUBJECT PROPERTY APPEARS TO LIE PARTIALLY WITHIN THE
100-YEAR FLOOD PLAIN ZONE "AE", BFE 14.3 AS PER THE FLOOD
1001 S. 4th STREET
I
0
PAVING EXPANSION JOINT DETAIL
W
ASPHALT
APPROACH
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/
FACILILTY
-
F.F. ELEV — 15.221
N
N.T.S.
INSURANCE MAP, COMMUNITY PANEL NO.48201C0945J, DATED
NOVEMBER 6, 1996. WARNING: THIS STATEMENT IS BASED ON SCALING
THE LOCATION ON THE ABOVE -REFERENCED MAP. THIS INFORMATION IS
LA PORTE, TEXAS
SITE
W N I 4" S. S. TO BE USED TO DETERMINE FLOOD INSURANCE RATES ONLY, AND IS NOT
CONC. PARKING LOT 15.07 CONTINUE COMPACTED LIME STABLILIZED INTENDED TO IDENTIFY SPECIFIC FLOOD CONDITIONS.
' SUBGRADE V-0" BEYOND BACK OF CURB
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H C
/
If "
6 1-1 /2
UTILITY NOTE:
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I X
TOOL EDGE R2
THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE
w
w —
0' 1/2"
x
#4 BAR CONTINOUS
BASED ON ABOVE GROUND STRUCTURES AND UTILITY LOCATIONS BY
UTILITY COMPANIES. UTILITIESISTRUCTURES MAY VARY FROM
PLAN
+j
�
I
°
#4 CURB STEEL
LOCATIONS SHOWN HEREON. ADDITIONAL BURIED
���
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o
_ SUPPORT 24 O.C.
6
UTILITIES/STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE
MADE DURING THE PROCESS OF THIS SURVEY TO LOCATE BURIED
R15'
�
N
I
II
SCH. PAVING & REINF.
p. �� � � � �
UTILITIES/STRUCTURES.
DRAWN BY:
J.R.
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NAME OF DEVELOPMENT: CITY OF LA PORTE RECORDS STORAGE FACILITY
CHECKED BY:
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=
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I
° p a. o ��' : °
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TYPE OF DEVELOPMENT: MUNICIPAL RECORDS STORAGE
B.S.
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CONC.
- STOOP
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OWNER: CITY OF LA PORTE
LEGAL DESCRIPTION: BLOCK 177, LOTS 1-4 & PART OF 50, TOWN OF LA PORTE
APPROVED BY:
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ADDRESS: 1001 S. 4th STREET
RAC
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m
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—
ZONING: GC - GENERAL COMMERICAL
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N
I
z
PROJECT:
REF. T.B.M. ELEV: 13.02
"I"
2004-2204
SHEET:
I
— I
TOP N. END 18" R.C.P. @ N.E. CORNER W. ST. & S. 4th ST.
'
I
ELEV. = 12.92, TIE. +0.10'
DATE:
'
5
I FUTURE
EXPANSION
*= HOLD 13.02
SPECIFIC FLOOD CONDITIONS
02/04
HCAD MAP #
1 OF 1
6253-A lC
SCALE
CONCRETE CURB DETAIL
1 10
N.T.S.