HomeMy WebLinkAboutSite Plan
Notes & Specifications:
Parking Lot & General Premises
1. All driveways and principal trafficways shall be paved with
P.C. Concrete, 5 sack mix. 6f1 thick, reinforced with #3, Grade
40 reinforcing bars spaced on 15 ., centers. Parking and
service" areas may be paved with 4" thick PC concrete~ with
#3 reinforcing bars. on IB"centers. . "
Expansion/Contraction Joints are to be provided on nominal
20' x 20' square.
#3 Reinforcing bars are to be used to tie the slabs together.
6" x 6" integral curb with 1" batter is to be providecl around
all parking and planting areas, and all driveways.
Existing curb returns are to. be removed. Entrance dri.ve is to
be 28' t and curb returns are to be 30' radius.
Concrete pavement is to be placed ona combination
gravel/crushed stone (presently on site) and sand beel at
least 4 If thick.
Entire lot is to be enclosed in a 6" wide concrete
curb/retaining wall. except for entrance drive. Retaini.ng wall
will be reinforced with 4- 4# Bars.
A 2-railpipe fence is to be mounted on the curb/retaining
wall in item #7. Fence will be 32-36". high. and lower rail
will be 16-18tt above curb. Fence will be constructed of 2
3/8Usteel pipe, painted to blend with architecture.
A rolling closure gate will be placed across the entrance.
drive for security during non-business hours. Closure gate
will be constructed to blend with the fence. Gate will be
equipped with a Knox Box.
A 6-foot solid board fence will be mounted on top of the
retaining wall acro?s the back of the property next to the
residentiala.rea and along th~ side lines at least to the
corner of. the building. I
11. . Drainage on. the parking lot will be along the entrance to
Holleman and . along the south side of the rear. The break line
will be approximately l~O feet from the front fence. For the
rear drainage area, detention and storage will be pro'vided by
the retaining wall around the property and across thE~ rear.
The outflow.wlll be metered by -a 6" PVC pipe placed
underground from the Southwest corner of the property to
Richards street. At tha~ point, the outflow will be released
in~o the street gutter in the vicinity of an underground storm
se\\Ter.
Parking Area
2.
3.
"I- 4.
5.
6.
7.
8.
9.
10.
12.
1
"16
8
Handicap parking space'
g'x" 1St Auto spaces'
4.5' x 8' Motorcycle spaces f(')r public
use
Spaces in service area
Total spaces
space 'provided. for fire trucks and
13.
10
35
Forty foot radius clear
solid waste trucks.
..
t!!l
14. Solid waste container space paved and screened with wood
fence.
15. Store entry area is to be surfaced with brick pavers providing
a 3" raised surface. except at the entry where it is tapered
flush to the pavement.
16. A 3" Pipe rail 12" high ",rill protect store front from
inadvertent vehicle entry.
17. Landscaping is as indicated on SHEET 3.
18. A lawnsprinkIer system is to be installed in all vegetation
areas.
19. Fire plug. is located at front property line. It is 285 ft. fr9m
rear of building.
20. Existing building and additions are as shown. Details are
provided in construction plans. Building is to be all metal
and glass. All interior walls are to be framed with metal
. studs.. Wall board will be 5/8" sheetrock.
21. Erosion control will be provided through the use of comercial
silt fence, installed in accordance with the requirements of
the Drainage Policy and Design Standards.
22. Handicap parking space will be marked in accordance with
MUTC.D.A wheel chair symbol will be embossed on the
pavement, and an official handic.ap sign will be mounted on
the fence at the front of the space.
23. All facilities accessible by public will be designed in
accordance with requirements of the American Disalbilities Act.
Restroom facilities . will be. fully accessible by persc)ns in
wheel chairs. and will be signed as prescribed.
202 HOLLI=MAN
DRIVE EAST
LOT 5, BLOCK 1
POOHIS PARK SUBDIVISION
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Applicant, Owner I En~,ineer;
N.J. ROWAN, PE
9273 Lightsey Lane
College Station, TX 77845
Date: 11-12-93
SHEET: 4
TITLE: General Notes and
Specificatior,s, Site Plan
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