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ccl = 20•
CONSTRUCT 6' OPAQUE
FENCING & GATE
-- 17'
4" NON -PERFORATED _
FLEX x 70'
CONSTRUCT CURB INLET
TOP = 398.58
FL = 395.66
PROPOSED WATER METER
(PLUMBER TO VERIfY METER
SIZE & LOCATION WITH CAW
PRIOR TO CONSTRUCTION)
EXIST 8" WL
(APPROX LOC)
.O
RETAINING WALL (SEE GRADING PLAN)
r
DUMPSTEI? -Z CONCRETE -
a GD�U�E�U• P �S�,P
rn
30 -
15'R
/ CONCRETE °
1sh
NOTE: NO CHANGES IN THIS PLAT ARE PERMITTED
WITHOUT APPROVAL OF LITTLE ROCK PLANNING COMMISSION
15 R INSTALL 18" ADS N-12 X 22'
W --0 10.69
FL=39283
CONSTRUCT INLET
TOP=399.6
_ R(IN)=395.22
FL(00T)=395.17
T
TYPICAL - CONC. CURB GUTTER
NTS
PAVEMENT STRUCTURE TO BE DETERMINED BY GEOTECHNICAL CONSULTANT
2' A)PH.
'H£AVr' - 3" ASPH.
7' BASE > COMPACT TO 95. SP
•HEAVY' -9" BASE
COMPACTED SUBGRADE
(COMPACT TO 957 SP)
PAVEMENT STRUCTURE
NTS
(TO BE VERIFIED W/ GEOTECHNICAL CONSULTANT PRIOR TO CONSTR.)
25' R/W I
W- L 24 " ADS N-12 &
_ 30" ADS N-12
X 126' ® 0.25%
CONSTRUCT INLET
TOP= 400.9
FL(IN)=395.68
FL(OUT)=395.58
SEE PLAN
SLOPE AWAr FROM BUILDING
ASPHALT
COMPACT TO 957 SP
1L" SIDEWALK FOOTING TO BE PLACED
ADJACENT TO ASPHALT DRIVING SURFACE
IN LIEU OF CONC. CURB/GUTTER
(REBAR AS PER GEOTECHNICAL REQUIREMENTS)
CONC. SIDEWALK - TYPE 'A'
NTS
20'R
Sll iL
- - :Ag
1001 T c 100
Q2A1�.� t02N
LITTLE ROCK PLANNING COMMISSION
SITE PLAN REVIEW
❑ APPROVED ❑ DENIED
❑ APPROVED W/RECOMMENDATIONS
DATE APPROVED:
CHAIRMAN:
GENERAL INFORMATION.
PROPOSED ZONE CLASSIFICATION: "PCD"
FRONT SETBACK: 58.0' (25' REQUIRED)
SIDE SETBACK: 62.0' (0' REQUIRED)
REAR SETBACK: 10.0• (PER PLANNED PCD)
NUMBER OF PARKING SPACES (COMMERCIAL/OFFICE):
STANDARD = 20. HC = 2, (TOTAL = 22)
BUILDING HEIGHT = 14' ABOVE FIFE
GENERAL NOTES:
1.) IRON PINS SHALL BE SET AT ALL LOT CORNERS.
2.) SURVEYING PROVIDED BY TIM P. TYLER, LEMONS ENGINEERING
CONSULTANTS ACCEPTS NO RESPONSIBILITY FOR SURVEYING.
3.) SITE LIGHTING MUST BE LOW-LEVEL AND DIRECTED AWAY FROM
ADJACENT RESIDENTIAL ZONED PROPERTY,
ASPHALT AREA (INCLUDING CURB)=14945 SF X 0.08
REOUIRED INTERIOR LANDSCAPING=1195.6 SF
TOTAL INTERIOR LANDSCAPING (AS SHOWN)=1275 SF
PLAN
DETAIL - DROP INLET
WITH EXTENDED THROAT T'(PICAL DROP INLET - POURED IN PLACE
ELEVATION
NOTE: JUNCTION BOX TO BE CONSTRUCTED
SAME AS DROP INLET W/O THROAT
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EXIST 6" SS LIN£
CONSTRUCT INLET
(APPROX. LOC.)
TOP=402.5
FL(THROAT)-WEST, NORTH,
dr SOUTH=401.5
CONSTRUCT INLET
FL(OUT)=,399.0
TOP=402.50
SS FL(IN)=398.08 - IB"
SS
FL(OUT)=39798 - 18"
4"NON- PERFORATED��
_____ FL(WOAT)-EAST=402.0
15'R
FLEX x 10' '-
--- 0
10' 150'
18" RCP X 46'
® 2.09
iR" RCP X 96'
0 2.47
z; g' NPL v
2P5P 1
�
30.
PROPOSE f�y&UILDING
DAG ^"..
G
6750 SF
f
II HC 1J'
FFE = 403.5
�. 15R
I • I I I RAMP
CONCR£7£
SIDfWALk ;
" "
t
15 'R
JR
9 9 Q\�5 22'
C. C B/GU ER
(TYPI L).'
LANDSCAPING
20
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Q.
...
5'R
5R
10'R
SpNAL 1
3R- 30R 9
-10 RIW
21
?7
PROPOSED GROUND MOUNTED SIGN
-
-AN(J1rCAPIFJG77._
-
-
_ - .
9
- -
15 R INSTALL 18" ADS N-12 X 22'
W --0 10.69
FL=39283
CONSTRUCT INLET
TOP=399.6
_ R(IN)=395.22
FL(00T)=395.17
T
TYPICAL - CONC. CURB GUTTER
NTS
PAVEMENT STRUCTURE TO BE DETERMINED BY GEOTECHNICAL CONSULTANT
2' A)PH.
'H£AVr' - 3" ASPH.
7' BASE > COMPACT TO 95. SP
•HEAVY' -9" BASE
COMPACTED SUBGRADE
(COMPACT TO 957 SP)
PAVEMENT STRUCTURE
NTS
(TO BE VERIFIED W/ GEOTECHNICAL CONSULTANT PRIOR TO CONSTR.)
25' R/W I
W- L 24 " ADS N-12 &
_ 30" ADS N-12
X 126' ® 0.25%
CONSTRUCT INLET
TOP= 400.9
FL(IN)=395.68
FL(OUT)=395.58
SEE PLAN
SLOPE AWAr FROM BUILDING
ASPHALT
COMPACT TO 957 SP
1L" SIDEWALK FOOTING TO BE PLACED
ADJACENT TO ASPHALT DRIVING SURFACE
IN LIEU OF CONC. CURB/GUTTER
(REBAR AS PER GEOTECHNICAL REQUIREMENTS)
CONC. SIDEWALK - TYPE 'A'
NTS
20'R
Sll iL
- - :Ag
1001 T c 100
Q2A1�.� t02N
LITTLE ROCK PLANNING COMMISSION
SITE PLAN REVIEW
❑ APPROVED ❑ DENIED
❑ APPROVED W/RECOMMENDATIONS
DATE APPROVED:
CHAIRMAN:
GENERAL INFORMATION.
PROPOSED ZONE CLASSIFICATION: "PCD"
FRONT SETBACK: 58.0' (25' REQUIRED)
SIDE SETBACK: 62.0' (0' REQUIRED)
REAR SETBACK: 10.0• (PER PLANNED PCD)
NUMBER OF PARKING SPACES (COMMERCIAL/OFFICE):
STANDARD = 20. HC = 2, (TOTAL = 22)
BUILDING HEIGHT = 14' ABOVE FIFE
GENERAL NOTES:
1.) IRON PINS SHALL BE SET AT ALL LOT CORNERS.
2.) SURVEYING PROVIDED BY TIM P. TYLER, LEMONS ENGINEERING
CONSULTANTS ACCEPTS NO RESPONSIBILITY FOR SURVEYING.
3.) SITE LIGHTING MUST BE LOW-LEVEL AND DIRECTED AWAY FROM
ADJACENT RESIDENTIAL ZONED PROPERTY,
ASPHALT AREA (INCLUDING CURB)=14945 SF X 0.08
REOUIRED INTERIOR LANDSCAPING=1195.6 SF
TOTAL INTERIOR LANDSCAPING (AS SHOWN)=1275 SF
PLAN
DETAIL - DROP INLET
WITH EXTENDED THROAT T'(PICAL DROP INLET - POURED IN PLACE
ELEVATION
NOTE: JUNCTION BOX TO BE CONSTRUCTED
SAME AS DROP INLET W/O THROAT
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