HomeMy WebLinkAboutZ-6237-A Map 9GENERAL 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 shall 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 orderffy 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.
Global Surveying Consultants, Inc.
SJR oes,cn tic Professional Land Surveyors & Engineers
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: 01/03/05
Detention Calculations
l
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
So1iattarr.; . intensry = 85 in/hr from'Little Rgek t C�°F curve
R �''Cd'i.- Cu*I
0,92(&.5) – 0.40(8.5)
4.4
�V sto a volume needed 6 Provided:
V=1 Et*Ortlin/hour ' =r'` oravelTotal 39CF in 1 CF
NOTE:
G
4 4*fJ 1735 60 . 230 CF
CROSS SLOPES ON SIDEWALKS 2ubtc'feet of storage
MAXIMUM 2%. LONGITUDINAL SLOPES
ON SIDEWALKS MAXIMUM 5%. Allowable Runoff Rate: 0.60 CFS
NOTE: - I _._ Dischar14 from 2' Curb Opening; 1,49 CFS beingslowed b
�I - Y gravel
ARROWS INDICATE DIRECTION �® - - -- _ _ _. � then by nafural vegetation
9
OF WATER FLOW OFF THE
PARKING LOT
BALPARALLEL
OF CURB TO
}} BE TO
NR�cOPERTY LINE
50.44'
eBACK OFyr�
BE PARAL ELRTO O A3 O0
.' �' ,•' HOUSE AND STEPS U
-- -BACK OF CURB TO w� 9� O
BE PARALLEL TO < •�O+ Q' ,
SOUTH PROPERTY LINE/cc I
I Oz
- _ TIE .NEW SIDEWALK
O / - ➢ TO EXISTING STEPS
GRAVEL _R;Z`reNrloNReA
*Z_4_
_ +1,314 SQ.FT.
ASPHA�AVING VETERINARY
CLINIC
' - '„�, �,/ ,� 1 . 'AMIDPOINT FO THIS WALK TO
41 BE PLACED AT MIDPOINT OF
O f THE ENTRY DOOR.
x t BACK OF CURB TO
(((((( 9, BE PARALLEL TO rn,
j o SOUTH PROPERTY LINE o "'
BLUEA
g
WHffE
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LANDSCAPE MULCH-LAYER'C.
18'X18 , 18 GA STEEL, BAKED ENAMEL.,
INTERNATIONAL HANDICAP SYMBOL.
SIMILAR TO o9EE503, SORGENT-
k SOWELL, ING, GRAND PRAIRE, TEXAS.
(0NE SIGN PER POST AT EACH
HANDICAP SPACE
6r DIA., SCHED. 40, STEEL POST FILIED
WITH CONCRErF_ SLOPE CONCRETE AT TOP Of POST.
3'X,T STEEL. TUBE WITH WELDED
TOP CONCRETE ANCHORED 0HOLE)Zr
SOLID
;<;t;, ar.. NISHEO GRADE
CONCRETE ANCHOR-/' -
t2'x2r Lo
12. 1:4
HANDICAP SIGN
- - (NO 'SCALE?
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.
r
`o
—�
O
. ..7...
O
DIRECTIONAL / o
SIGN ASPHALT PAVING t1
,-CONC. CURB & GUTTER
TYPICAL SYM. -
1 CONCRETE APRON
/////\/���\\qP-��'�- 3.60• .�.
/ a
0
d
20.32'
PROJECT SIGN
6' HEIGHT & 8' WIDE
DEVELOPMENT
CONSULTANTS
INCORPORATED
10809 EXECUTIVE CENTER DRIVE
SUITE 210
LITTLE ROCK, ARKANSAS 12211
NOTE: I M U
BOUNDARY, EASE ENT AND EXISTING STRUCTURES Ci
INFORMATION TAKN FROM PROPERTY SURVEY DRAWN
BY DONALD W. B OOKS FOR JIM AND DEBBIE EVENS
DATED 1-2fa-96 tn� �.
DONALD W.BROOkS LAND SURVEYOR
R.L.S. # 5
NORTH LITTLE ROK, ARKANSAS
N
10 15 a 10 210
Q SCALE
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
1"=10'
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80,96'
o
-
'
`ASPHALT'PAVING
\
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Z9
-
GARAGE DOOR
�"
J/
F
\ TO BE REMOVED
.�
/ �•,�
SW�"CE'
LINE-- --]w
/
/
O
ftoy
Q
BACK OF CURB TO
- BE T' BELOW FINISHED
I FLOOR ELEVATION
\ r
\Y`---
32.93'
/
/
�
DOOR$/TYPICAL
CONCRETE
WALK v
a
eBACK OFyr�
BE PARAL ELRTO O A3 O0
.' �' ,•' HOUSE AND STEPS U
-- -BACK OF CURB TO w� 9� O
BE PARALLEL TO < •�O+ Q' ,
SOUTH PROPERTY LINE/cc I
I Oz
- _ TIE .NEW SIDEWALK
O / - ➢ TO EXISTING STEPS
GRAVEL _R;Z`reNrloNReA
*Z_4_
_ +1,314 SQ.FT.
ASPHA�AVING VETERINARY
CLINIC
' - '„�, �,/ ,� 1 . 'AMIDPOINT FO THIS WALK TO
41 BE PLACED AT MIDPOINT OF
O f THE ENTRY DOOR.
x t BACK OF CURB TO
(((((( 9, BE PARALLEL TO rn,
j o SOUTH PROPERTY LINE o "'
BLUEA
g
WHffE
0
y tT u
� z �
ai
LANDSCAPE MULCH-LAYER'C.
18'X18 , 18 GA STEEL, BAKED ENAMEL.,
INTERNATIONAL HANDICAP SYMBOL.
SIMILAR TO o9EE503, SORGENT-
k SOWELL, ING, GRAND PRAIRE, TEXAS.
(0NE SIGN PER POST AT EACH
HANDICAP SPACE
6r DIA., SCHED. 40, STEEL POST FILIED
WITH CONCRErF_ SLOPE CONCRETE AT TOP Of POST.
3'X,T STEEL. TUBE WITH WELDED
TOP CONCRETE ANCHORED 0HOLE)Zr
SOLID
;<;t;, ar.. NISHEO GRADE
CONCRETE ANCHOR-/' -
t2'x2r Lo
12. 1:4
HANDICAP SIGN
- - (NO 'SCALE?
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.
r
`o
—�
O
. ..7...
O
DIRECTIONAL / o
SIGN ASPHALT PAVING t1
,-CONC. CURB & GUTTER
TYPICAL SYM. -
1 CONCRETE APRON
/////\/���\\qP-��'�- 3.60• .�.
/ a
0
d
20.32'
PROJECT SIGN
6' HEIGHT & 8' WIDE
DEVELOPMENT
CONSULTANTS
INCORPORATED
10809 EXECUTIVE CENTER DRIVE
SUITE 210
LITTLE ROCK, ARKANSAS 12211
NOTE: I M U
BOUNDARY, EASE ENT AND EXISTING STRUCTURES Ci
INFORMATION TAKN FROM PROPERTY SURVEY DRAWN
BY DONALD W. B OOKS FOR JIM AND DEBBIE EVENS
DATED 1-2fa-96 tn� �.
DONALD W.BROOkS LAND SURVEYOR
R.L.S. # 5
NORTH LITTLE ROK, ARKANSAS
N
10 15 a 10 210
Q SCALE
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
1"=10'
Y :
BRW
5-9-97
z
i0.
V
Z
®
co
z
SLid
z 4
W Q Q
0M L1. z
aL1 w
0c 0
>J
J
W1l J a
96-197
SHEET NO. — "
� 1/0
C-1
z 11