HomeMy WebLinkAboutRECORDS STORAGE FACILITY ADD'L DRIVEWAYCITY OF
LA PORTE
SITE PLAN
BLOCK
160
SCALE: 1"=10'
MINOR DEVELOPMENT SITE PLAN FOR
CITY OF LA PORTE RECORDS STORAGE FACILITY
AT BLOCK 177, TOWN OF LA PORTS
BEING A 0.41 ACRE TRACT OUT OFHHHHHHHHU
THE JOHNSTON HUNTER SURVEY, A-32
�F
\ :I \
CITY OF LA PORTS, HARRIS COUNTY, TEXAS
3,000 PSI CONCRETE
T E X AS
FND. 5/8" I.R.
FND. 5/8" I.R.
#4 BARS @ 18" O.C.
EA. WAY -16" LAPS
604 W. FAIRMONT PKWY.
F.H.
\
\\
\
\�
8" WATER LINE
° ° °
° o ° p ° b.°
° °
5'�
— 6 LIME STABILIZED SUBGRADEImtoi
"
_TII
6" —CONTINUE V—Ow BEYOND EDGE OF
—PAVING
••m
Q
-
% — E EC
LA PORTS. TEXAS
PLANNING
DEPARTMENT
ENGINEERING
DIVISION
TYPE D ASPHALT
" "
TOP
SHORT OF STREET
NtK SOUTH "I"
�
(609
STREET
R•0•W•)
��
� °`�
CONC. PAVING DETAIL
N.T.S.
1'-3" - 1'-3"
d
' ••�•
STORM
JUNC.
Box
�
EXIST. TOP
OF BANK
77777°c
a
EXIST. TOP
PROP. 20 L.F.
Qf 18" RCP \ R 15'
p�
OF BANK
EXIST. TOP OF BANK
o`�
`�
FORM JOINT SEAL WITH
REMOVABLE VINYL SCREENED
CAP-SHEPLERS #8151
24 GA. CONT. JOINT SEALANT
GALV. KEY
_
VICINITY MAP
\
•
0
W
�
(\
CQ
d O d � d ✓
/ M ° M
�( d ° d
°
OF DITCH_ d °_ -d- .__ - ° - - „
15
�x
� \\ °, ° EXIST. TOP
EXIST. TOP OF BANK C.J. 13.91 13,97
13.97 d ° EAST
—21'-0" a ► " d 22'-8"_
SWALE � ° d
a
N a
13.78 d d a C
. ° 10' BUILDING LINE
q d ^; 13.78
N E.J. 13.72 °,
a �� a REMOVE & DISPOSE
PROP. 6 CONC. OF EXISTING CURB
0 d ° DRIVE d
0 d a
X a d
00 ° ° d
\
2 �
4 DRAIN.
R15' N C. J • TO SWALE
WHEEL STOP
T(i YP.)
E.J.
V,�
l h �,
=> 5.07
• L
ASPHALT 3c.j.
4 ;�
N I
( CONC. PARKING LOT 15.07
\� 15.18
•
� � H / C
c3 w
w "
��
�� �� ��
z
CD
o
J
0 _
Z m
o
N
(
"I
OF DITCH
: v
R.C.P.
EXIST. TOP OF BANK
OF BANK 9 99
20-0
125 -0 ' w
30,E 1/2"
CONC.
ON
10'-61/2" /
I
T
CONC. STOOP
� �
�N
/
Ld
z �
�
"AF `�
/ m
I o CONCRETE
/ C/U PAD
/
I
EXISTING
"� 3/4" w.L.
RECORD177711
14.07 STORAGE
o
/ FAC I LI LTY J I
� r �
F.F. ELEV = 15.22 N
"
4S.S.
—6'
� „�
I X ��
�
0 1/2w I
I
I CONC. =
STOOP?till
11
T \
� z
\
I
°° ° °
N
°
5��
° ° ° p °
2-6 DEFORMED TIE BAR
' "
SAME DIA. AND SPACING
AS PAVING REINFORCING
LAP 10 W/REINF.
PAVING CONTROL JOINT
N.T.S.
LOAD TRANSMISSION UNIT NAIL HOLE
SHEPLERS JR. SIZE L.T.U. OR EQUAL 17/32 DIA
O O
TOP VIEW
JOINT SEAL FRONT VIEW
w
NAIL 1 TOOL EDGE 11C R.
PRESSED ON BAR LOOSE FITC.U.
5° 100SMOOTH BAR
1w TUBE
STEEL TO MEET AST STD.
SPECS. FOR CONC. INF. R.W. EXP. JT. FILLER
BAR UNITS TO BE 22" C. 10"
PAVING EXPANSION JOINT DETAIL
N.T.S.APPROACH
CONTINUE COMPACTED LIME STABLILIZED
SUBGRADE 1'-0" BEYOND BACK OF CURB
2°
6" 7F�
TOOL EDGE
#4 BAR CONTINOUS
°PLAN
° #4 CURB STEEL
„ e SUPPORT @ 24" O.C.
6
SCH. PAVING & REINF.
° ° °
° ° �
5" ° o ° ° 0 °
° ° ° ° °
—
-
—
LEGEND
��
�� EXISTING ELEVATION
13.57 PROPOSED ELEVATION
} FIRE HYDRANT
"X" FLOOD ZONE DESIGNATION
--------- WATERLINE
SANITARY SEWER
_ — — — _ — — — _ STORM SEWER LINE
FLOOD ZONE LINE
FLOOD STATEMENT
THE SUBJECT PROPERTY APPEARS TO LIE PARTIALLY WITHIN THE
100-YEAR FLOOD PLAIN ZONE "AE", BFE 14.3AS PER THE FLOOD
INSURANCE MAP, COMMUNITY PANEL NO.48201C0945J, DATED
NOVEMBER 8, 1998. WARNING: THIS STATEMENT IS BASED ON SCALING
THE LOCATION ON THE ABOVE -REFERENCED MAP. THIS INFORMATION IS
TO BE USED TO DETERMINE FLOOD INSURANCE RATES ONLY, AND IS NOT
INTENDED TO IDENTIFY SPECIFIC FLOOD CONDITIONS.
UTILITY NOTE:
THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE
BASED ON ABOVE -GROUND STRUCTURES AND UTILITY LOCATIONS BY
UTILITY COMPANIES. UTILITIES/STRUCTURES MAY VARY FROM
LOCATIONS SHOWN HEREON. ADDITIONAL BURIED
UTILITIES/STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE
MADE DURING THE PROCESS OF THIS SURVEY TO LOCATE BURIED
UTILITIES/STRUCTURES.
NAME OF DEVELOPMENT: CITY OF LA PORTE RECORDS STORAGE FACILITY
TYPE OF DEVELOPMENT: MUNICIPAL RECORDS STORAGE
OWNER: CITY OF LA PORTE
LEGAL DESCRIPTION: BLOCK 177, LOTS 1,4 & PART OF 5&6, TOWN OF LA PORTS
ADDRESS: 1001 S. 4th STREET
ZONING: GC - GENERAL COMMERICAL
REF. T.B.M. ELEV: 13.02
I
TOP N. END 18" R.C.P. @ N.E. CORNER W. "" ST. & S. 4th ST.
REVISIONS
NO
REVISION / ISSUE
DATE
0
ORIGINAL ISSUE
02/04
PROPOSED
PROPOSED
ADDITIONAL DRIVE
FOR THE
RECORDS STORAGE
FACILITY
1001 S. 4th STREET
LA PORTS, TEXAS
SITE
DRAWN BY: J.R.
CHECKED BY:
B.S.
APPROVED BY:
RAC
PROJECT:
2004-2204
SHEET:
I FUTURE
EXPANSION
� �
'
= H D 13.0, TIE. +0.10'
� =HOLD 13.02
SPECIFIC FLOOD CONDITIONS
1 O F 1
DATE:
02/O A
�F
HCAD MAP #:
6253-A C
CONCRETE CURB DETAIL
N.T.S.
SCALE
1 — 1 0