HomeMy WebLinkAboutZ-6237-A Map 4GENERAL NOTES:
1. Contractor shall notify Project Engineer
Prior to beginning work.
2. Contractor is responsible for locating all
existing utilities prior to beginning any
excavations.
3. Contractor shah protect all utilities uncovered
by excavation.
4. Contractor shall bear all responsibility and cost
for the repair or replacement of existing utilities,
damaged or interrupted as a result of this
construction project.
5. Contractor shall notify the Project Engineer and the
Owner of any damaged or interrupted utilities immediately.
6. All areas within parking lot are to recieve a gravel base
to provide erosion control if work is not progressing in
an orderliy manner. A rate of 135 tons/acre Is to be applied
within two weeks of final grading.
7. All areas not within parking lot are to recieve a loose straw
to provide erosion Control if work is not progressing In
an orderliy manner. A rate of 1.5 tons/acre is to be applied
within two weeks of final grading,
8. After new inlets are constructed in the new lots, straw bales
and gravel filter berms are to be placed to allow flow
through the berm.
9. Area west of the northern parking facility is to serve as a
sediment pond during construction, and will be cleaned as
necessary at the completion of construction.
10. Contractor will control and prevent off-site tracking of
construction runoff to adjacent public roads.
11, Contactor is to protect existing storm drainage system
according to protection Illustrations provided.
0
LANDSCAPE MULCH
NOTE:
CROSS SLOPES ON SIDEWALKS
MAXIMUM 2%. LONGITUDINAL SLOPES
ON SIDEWALKS MAXIMUM 5%.
NOTE:
ARROWS INDICATE DIRECTION
OF WATER FLOW OFF THE
PARKING LOT
BACK OF CURB TO
BE PARALLEL TO
NORTH PROPERTY LINE
ASPHALT PAVING
\GARAGE DOOR .,,'_ lY a f
TO BE REMOVED SW7'ff LINE--
OI BACK OF CURB TO \ • 32.9x' Ito
t BE BELOW FINISHED ` /
Q i
FLOOR
R ELEVATION \1\
00 I
DOOR$/TYPiCAL CONCRETE rOi col
WALK v v
IL
BACK OF CURB TO �t300 j
BE PARALLEL TO
.'zi HOUSE AND STEPS U a
-BACK OF CURB TO 9/ p
a
BE PARALLEL TO lu J+
SOUTH PROPERTY LINE/" _ 00 i
O
TIE NEW SIDEWALK uff.
gg TO EXISTING STEPS c
9, u
_ ✓ s ±1,314 SQ.FT.
-ASPHAL PAVING8 VETERINARY
r
CLINIC
SWALE LINE
EXISTING HOUSE
"ra
o Y P R\
1'
A. - • HANDICA
ACCE
45 00' =tr
SIMILAR TO 09EE503. & RGENT—
SOWELL. INC, GRAND PRNRE, TEXAS.
(ONE SIGN PER POST AT EACH
HANDICAP SPACE
Er DIA, SCHEO. 40, STEEL POST HUM
WITH CONCREFE. SLOPE CONCRETE AT TOP OF POST.
`-7'X3' STEEL TLBE WITH WELDED
TOP CAP, ANCIDRED 24 IN SOLID
CONCRETE (12" OLA. HOLE).
.,'�NISHED GRADE
i2o"ax2�E'wcwoR�
HANDICAP SIGN
(NO'SCALO
MIDPOINT FO
BE PLACED ,
THE ENTRY f
BACK OF CURB TO
P BE PARALLEL TO ° r
T,
SOUTH PROPERTY LINE o
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r-rr11�TW�1',N GI
NOTE:
DRAINAGE LAYOUT IS SCHEMATIC ONLY.
CONTRACTOR IS TO VERIFY GRADES AND
ABILITY TO SLOPE AND DRAIN PROPERTY AND
IMPROVEMENTS BASED ON THE CONCEPTUAL
INFORMATION SHOWN IN THIS PLAN PRIOR
TO CONSTRUCTION,
TO
OF
Global Surveying Consultants, Inc.
Professional land Surveyors & Engineers
• G P . S .
217 W. 2nd St. Suite 100 • Little Rock, AR 72201
Phone: 501.455.4984 - Fax: 501.455.8158
Project Title: Addition to Westrock Animal Clinic
Project #: 04-1204.00
Project Location: Taylor Loop Road
Date: 01/03105
Detention Calculations
Given: Area =0.173 acres of altered land
Tc = 5 minutes, assumed based on a small area
Cu = 0.40 Residential, Lawn, Gravel Drive
Cd = 0.92 Asphalt and Concrete Paving and Roof
Find: Amount of detention needed
Solution:- Intensity =85 in/hr from Little Rock 1,_Q F curvi.,
iR=�Cd*;'- Cu`I
0. 92(8.5) — 0.40(8.5)
4.4 s -
V stain volume needed Volume Provided: 191 CF
V R XITh Qmin/hour ' in Parking+ 39CF in
4 0173`5`60 Gravel:- Total' 230 CF
228 tlubicJeet of storage
Allowable Runoff Rate: 0.60 CFS
Discharge from 2' Curb Opening: 1.49 CFS being slowed by gravel
then by natural vegetation
r
m
1.
p
IRECTIONAL
SIGN ASPHALT PAVING 11 . ! . . . .
CONC. CURB & GUTTER
TYPICAL SYM.. . ' -
. • • ' CONCRETE APRON
1 3.60, .
a
6
20.32' d
PROJECT SIGN
6' HEIGHT & 8' WIDE
N
O
b
19.97 • •
NOTE:
BOUNDARY, EASEMENT AND EXISTING STRUCTURES
INFORMATION TAK N FROM PROPERTY SURVEY DRAWN
BY DONALD W. B OOKS FOR JIM AND DEBBIE EVENS
DATED 1-26-96
DONALD W. BROOKS LAND SURVEYOR
R.L.S. $ 5
NORTH LITTLE RO K, ARKANSAS
1c
19 ?Cu
QL
-'41 -1 to s 10 ;5 0 10 2.0
SCALE
E
DEVELOPMENT
CONSULTANTS
INCORPORATED
10809 EXECUTIVE CENTER DRIVE
SUITE 210
LITTLE ROCK, ARKANSAS 72211
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