HomeMy WebLinkAboutZ-7105 Map 420 0 20 40
Scale: 1" = 20'
RETAINING WALL (SEE GRADING PLAN)
DUMPSTER + -Z CONCRETE Z
CONSTRUCT 6' OPAQUE a
FENCING & GATE
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17' 20'- 20'. 5.
4' NON-PERFOR4TED 3'R
FLCY x 70'
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CONSTRUCT CURB INLET10'R
TOP = 398.58
FL = 395.66
PROPOSED WATER METER it
i
(PLUMBER TO VERIFY METER
SIZE & LOCATION WITH CAW -
PR/OR TO CONSTRUCTION) 0 - -
EXIST 8" WL
(APPROX. LOC) 30
15R
DK7-W a
'
CONCRETE
I •'•_ .. ,
TYPICAL - CONC. CURB/GUTTER
NTS
PAVEMENT STRUCTURE TO BE DETERMINED BY GEOTECHNICAL CONSULTANT
;PH.
T' - 3" ASPH.
E BASE � COMPACT TO 95% SP
-9"
COMPACTED SUBGRADE
(COMPACT TO 957 SP)
PAVEMENT STRUCTURE
NTS
(TO BE VERIFIED W/ GEOTECHNICAL CONSULTANT PRIOR TO CONSTR.)
23
3'R
15'R
NOTE: NO CHANGES IN THIS PLAT ARE PERMITTED
WITHOUT APPROVAL OF LITTLE ROCK PLANNING COMMISSION
A=1.75 AC
a" -1225`S EXIST 6" SS LINE
CONSTRUCT INLET (APPROX, LOC.)
TOP=402.5
FL(THROAT)-WEST, NORTH, & SOUTH=401.5 CONSTRUCT INLET
FL(OUT)=399.0 TOP=402.50
SS FL(IN)=398.08- '-�" SS
FL(OUT)=39798 - 18"
4' NON PERFORATED _ - FL(TI-/ROAT)-EAST=4020 15'R
f0' 150 4
18" RCP X 46'-j
92.07 18" RCP X 96'
0 2.49
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PROPOS 3.ILOLNG I } GG
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FTE = 405 z: R I HC i 1 '
a
15'R
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8' HC 11'
r CONCRETE SIDEWALW, _ a 3'R
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C. C 8/GU ER :-.LANDSCAPING:.:-:. SGP .. ...
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5,R 51R 10 R
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JR 30'R 9 -10' R/W
ti�SQNA�
21' 1123"
PROPOSED GROUND MOUNTED SIGN
?, _-__ _.. ___. � _ - •-- • � _�- I ' (8' W x 10' H, BO SF)
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15�- - "
INSTALL /0 11 N-12 X 22' I I CONSTRUCT INLET 20'R GENERAL NOTES:
�
W - 0 10.69 25" R/W L TOP=400.9
Ft 392.83 W- 24"ADS N-12 & FL(IN)=395.68 1.) IRON PINS SHALL BE SET AT ALL LOT CORNERS.
30' ADS N-12 FL(OUT)=39558 2.) SURVEYING PROVIDED BY TIM P. TYLER. LEMONS ENGINEERING
X 126' 0 0.259 CONSULTANTS ACCEPTS NO RESPONSIBILITY FOR SURVEYING.
CONSTRUCT INLET -13.) SITE LIGHTING MUST BE LOW-LEVEL AND DIRECTED AWAY FROM
ADJACENT RESIDENTIAL ZONED PROPERTY.
TOP=399.6
FL(IN)=39527 _
FL(OUT)=395.17 ASPHALT AREA (INCLUDING CURB)=14945 SF X 0.08
REQUIRED INTERIOR LANDSCAPING=1195.6 SF
TOTAL INTERIOR LANDSCAPING (AS SHOWN)=1275 SF
SEE PLAN
SLOPE AWAY FROM BUILDING
a .. .�. �. • •.�m• rol ASPHALT
COMPACT TO 957 SP,
�2 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
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 FFE
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TYPICAL DROP INLET
PLAN
DETAIL - DROP INLET
WITH EXTENDED THROAT
in)
TYPICAL DROP INLET - DOURED IN PLACE
ELEVATION
NOTE: JUNCTION BOX TO BE CONSTRUCTED
SAME AS DROP INLET W/O TAROAT
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2114., %
1 -
30"
A NOTE:
SEE STANDARD INLET DETAIL
FOR REINFORCEMENT.
B`
SECTION 'A -A'
395.17
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A NOTE:
SEE STANDARD INLET DETAIL
FOR REINFORCEMENT.
B`
SECTION 'A -A'
395.17
SECTION 'B -B'
INLET DETAIL FOR STORM WATER DETENTION
-6 1.
395.27
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AS NOTED IN THE PLANNING
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