HomeMy WebLinkAboutZ-7105 Map 220 0 20 40
Scale: 1" = 20'
RETAINING WALL (SEE GRADING PLAN)
DUMPSTER -z CONCRETE Z_
CONSTRUCT 6' OPAQUE °
FENCING & GATE
o)
-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)
1
Dq-
W-
-
TYPICAL - CONC. CURB/GUTTER
NTS
PAVEMENT STRUCTURE TO BE DETERMINED BY GEOTECHNICAL CONSULTANT
H.
- 3" ASPH.
/ •r A�� �l Y�"
- 20' P0' S
3R '
/ .... •.
10"R I
3'R
2I y
W=�
30
1 CONCH RETE
3" BASE % COMPACT TO 95% SP
COMPACTED SUBGRADE
(COMPACT TO 95% SP)
PAVEMENT STRUCTURE
NTS
(TO BE VERIFIED W/ GEOTECHNICAL CONSULTANT PRIOR TO CONSTR.)
15'R
NOTE: NO CHANGES IN THIS PLAT ARE PERMITTED
WITHOUT APPROVAL OF LITTLE ROCK PLANNING COMMISSION
A=1.11 ACC
0,.-1225 Cn -
CONSTRUCT INLET
TOP=402.5
FL(THROA I)- WEST, NORTH, & SOUTH=401.5
FL(OUT)=399.0
4" NON -PERFORATED
FLEX x 10'
10'-j 150
PROPOSEUILDING
6750 SF
FFE = 4035
EXIST 6" SS LINE
(APPROX. LOC.)
CONSTRUCT INLET
TOP=402.50
SS FL(IN)=398.08 - 18 SS
FL(OUT)=397.98 - 18"
FL(THROAT)-EAST=402.0
O
18" RCP X 46'
02.07
[INC 11 '
I
18" RCP X 96'
0 2.42'
zASPNALI-z�
15R
SEE PLAN
SLOPE AWAY FROM BUILDING
a� - ; +I
LLCOMPACT TC 95% SP \
12"
CONC. SIDEWALK - TYPE 'A'
NTS
15'R
• LITTLE ROCK PLANNING COMMISSION
° SITE PLAN REVIEW
' ❑ APPROVED ❑ DENIED
30' GO�Opt�� ❑ APPROVED W/RECOMMENDATIONS
DATE APPROVED:
CHAIRMAN:
SIDEWALK FOOTING TO BE PLACED
ADJACENT TO ASPHALT DRIVING SURFACE
IN LIEU OF CONC. CURB/GUTTER
(REBAR AS PER GEOTECHNICAL REQUIREMENTS)
IIII RAMP
8' I HC 11' 15 R
CONCRETE SIDEWALK° p3'R
° < °' GENERAL INFORMATION:
C C B/GU ER :,LANDSCAPING'': 20 UR22 Z PROPOSED ZONE CLASSIFICATION: "PCD"
p a.
�� v FRONT SETBACK: 58.0' (25' REQUIRED)
5'R 5'R 1 O SIDE SETBACK: 62.0' (0' REQUIRED)
NpL1�z� 3R I 30'R 9 -10 R/W REAR SETBACK: 10.0' (PER PLANNED PCD)
_['3SP 21' i 123'
PROPOSED GROUND MOUNTED SIGN NUMBER OF PARKING SPACES (COMMERCIAL/OFFICE):
(8' W x 10' H, 80 SF STANDARD = 20, HC = 2, (TOTAL = 22)
- -=� • •_• •,•- ,� _ BUILDING HEIGHT - 1
- 4' ABOVE FFE
- _ _•� - Q
15'R
I-- INSTALL 18" ADS N-12 X 22'
L20'R
CONSTRUCT INLET
GENERAL NOTES:
W---i�® 10.6zJ92.8
25' R/W TOPN)=,39
C)
FL=392.83
W- 24" ADS N-12 & FL(lN)=395.68
_T
1.) IRON PINS SHALL BE SET AT ALL LOT CORNERS.
4'
30"ADS N-12 FL(OUT)=39558
2.) SURVEYING PROVIDED BY TIM P. TYLER. LEMONS ENGINEERING
X 126' 0 0.252'
CONSULTANTS ACCEPTS NO RESPONSIBILITY FOR SURVEYING.
CONSTRUCT INLET
3.) SITE LIGHTING MUST BE LOW-LEVEL AND DIRECTED AWAY FROM
TOP=399.6
ADJACENT RESIDENTIAL ZONED PROPERTY.
FL(IN)=395.27
FL(OUT)=395.17
- ---- ` - -�
ASPHAu AIRE^ �ihl L��: a CuR8L=14945 Sr A 0.08
REQUIRED INTERIOR LANDSCAPING=1195.6 SF
TOTAL INTERIOR LANDSCAPING (AS SHOWN)=1275 SF
TYPICA_ DROP INLET
PLAN
DETAIL - DROP INLET
WITH EXTENDED THROAT
5)
TYPICAL DROP INLET - POURED IN PLACE
ELEVATION
NOTE: JUNCTION BOX TO BE CONSTRUCTED
SAME AS DROP INLET W/O THROAT
10"
la
B`
SECTION 'A -A'
395.1 i
SEE STANDARD INLET DETAIL
FOR REINFORCEMENT.
SECTION 'B -B'
INLET DETAIL FOR STORM WATER DETENTION
395.27
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SECTION 'B -B'
INLET DETAIL FOR STORM WATER DETENTION
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MINUTE
' CORD DATED t 3 D2
BY:
DATE: �8 wz-
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