HomeMy WebLinkAboutZ-7105 Map 1'0 0 20 40
Scale: 1 " = 20'
CONSTRUCT 6 OPAQUE
FENCING & GATE
--17'
4" N01V-PERF0RATED _
FLEX x 70'
CONSTRUCT CURB INLET
TOP = 398.58
FL = 395:66
PROPOSED WATER METER
(PLUMBER TO VERIP' METER
SIZE & LOCATION WITH CAW
PRIOR TO CONSTRUCTION)
EXIST 8'" WE
(APPROX LOC)
.0
RETAINING WAIL (SEE GRADING PLAN)
DUMPSTER -Z CONCRETE Z
,
° CEO
° GONG��S°• rn
-
20'- ?0'_ 5.
3R
10'R
L_ 3,R
iI23'
30
NOTE: NO CHANGES IN THIS PLAT ARE PERMITTED
WITHOUT APPROVAL OF LITTLE ROCK PLANNING COMMISSION
M i.25 AC
Ol.-1225 M -
CONSTRUCT INLET
TOP= 402.5
FL(THROAT)-WEST, NORTH, & SOUTH=401.5.
FL(OUT)=399.0
r
4" NON -PERFORATED
FLEX x 10'
10'-j 150
PROPOSED -BUILDING
6750 SF
FFE = 403 5
EXIST. 6" SS LINE
(APPR01. LOC.)
CONSTRUCT INLET
TOP=402.50
SS FL(IN)=398.08 - 18.. SS
FL(OUT)=397.98 - 18"
FL (THROAT) - EAST = 402.0
8'
n
CONCRETE 510FAAL4
g' g 9" 9
C. C B/GU ER �ANDSCAP/NG
(TYPI L) 20
5'R 5'R
� ASPNAj,t^�
I IIII RAMP
HC ti" 15 R
°
9' 9' X11 22'
f �. .
10'R
3 Rg' _ 10' RIW
30'R
PROPOSED GROUND MOUNTED SIGN
7-7 -
-—_-
-9- _
, -15 R INSTALL 18" ADS N-12 X 22'
CONCRETE W - j — ® 10.6%
°4 �^ % FL=39283
CONSTRUCT INLET-
TOP=399.6
-_ FVINL-395.27
FL (OUT)=39517
TYPICAL — CONC. CURB/GUTTER
NTS
PAVEMENT STRUCTURE TO BE DETERMINED BY GEOTECHNICAL CONSULTANT
2' ASPH.
'HEAVY - 3" ASPH.
7' BASE COMPACT TO 95% SP
'HEAVY' -9" BASE
COMPACTED SUBGRADE
(COMPACT TO 95% SP)
PAVEMENT STRUCTURE
NTS
(TO BE VERIFIED W/ GEOTECHNICAL CONSULTANT PRIOR TO CONSTR.)
(8' W x 10' N, 80 SF)
rel
.
..........:....
............
`CONSTRUCT INLET
25' R/WI TOP=400.9
T W— 24" ADS N-1;' & FL(IN)=395.68
30" ADS N-12 FL(OUT)=395.58
X 126' 0.259
SEE PLAN
SLOPE AWAY FROM BUILDING
:a� .. , . • � � /�.//. 4\ A/ ° • �I ASPHALT
1
COMPACT TO 957 SP , ,�• �, °i,
12
ADJACENT
POUTING TO BE PLACED
\ADJACENT TO ASPHALT DRIVING SURFACE
IN LIEU OF CONC. CURB/GUTTER
(REBAR AS PER GEOTECHNICAL REOUIREMENTS)
CONC. SIDEWALK — TYPE 'A'
NTS
20'R
C l�
1002 19 100
Cl2AIa02a
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: 620' (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
GENERAL NOTE
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
REQUIRED INTERIOR LANDSCAPING= 1 195.6 SF
TOTAL INTERIOR LANDSCAPING (AS SHOWN)= 1275 SF
=212:1
VARIES 8"
6 a ) 24" Du, _F
O R O
S
z
/4 BAR
N ON 6.
o (BOTH
N -0' CONC. r�
r 24 CURB & GUTTER 5�
i MANHOLE v �--4' SUBGRAOE
RING &i DRAIN
COVER , BASE ROce SUMP
/ FOR DRAIN
(24• WIDE) 12"
ADD GROUT FOR ADEOUATE FLOW
8 VARIES n .J elIL /< BARS O 8- ac. EA. WAY
6'-4'
DETAIL — DROP INLET
WITH EXTENDED THROAT TYPICAL DROP INLET — POURED IN PLACE
ELEVATION
S
OC
WAYS)
0
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NOTE: JUNCTION BOX TO BE CONSTRUCTED Z
SAME AS DROP INLET W/O THROAT v
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18" RCP X 45'
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18" RCP X 96'
°
.
f
0 2.4%
•`c
30'
'
iz�ASPµPLi-i
}
CGC�CF�1 M
°
15'R
8'
n
CONCRETE 510FAAL4
g' g 9" 9
C. C B/GU ER �ANDSCAP/NG
(TYPI L) 20
5'R 5'R
� ASPNAj,t^�
I IIII RAMP
HC ti" 15 R
°
9' 9' X11 22'
f �. .
10'R
3 Rg' _ 10' RIW
30'R
PROPOSED GROUND MOUNTED SIGN
7-7 -
-—_-
-9- _
, -15 R INSTALL 18" ADS N-12 X 22'
CONCRETE W - j — ® 10.6%
°4 �^ % FL=39283
CONSTRUCT INLET-
TOP=399.6
-_ FVINL-395.27
FL (OUT)=39517
TYPICAL — CONC. CURB/GUTTER
NTS
PAVEMENT STRUCTURE TO BE DETERMINED BY GEOTECHNICAL CONSULTANT
2' ASPH.
'HEAVY - 3" ASPH.
7' BASE COMPACT TO 95% SP
'HEAVY' -9" BASE
COMPACTED SUBGRADE
(COMPACT TO 95% SP)
PAVEMENT STRUCTURE
NTS
(TO BE VERIFIED W/ GEOTECHNICAL CONSULTANT PRIOR TO CONSTR.)
(8' W x 10' N, 80 SF)
rel
.
..........:....
............
`CONSTRUCT INLET
25' R/WI TOP=400.9
T W— 24" ADS N-1;' & FL(IN)=395.68
30" ADS N-12 FL(OUT)=395.58
X 126' 0.259
SEE PLAN
SLOPE AWAY FROM BUILDING
:a� .. , . • � � /�.//. 4\ A/ ° • �I ASPHALT
1
COMPACT TO 957 SP , ,�• �, °i,
12
ADJACENT
POUTING TO BE PLACED
\ADJACENT TO ASPHALT DRIVING SURFACE
IN LIEU OF CONC. CURB/GUTTER
(REBAR AS PER GEOTECHNICAL REOUIREMENTS)
CONC. SIDEWALK — TYPE 'A'
NTS
20'R
C l�
1002 19 100
Cl2AIa02a
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: 620' (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
GENERAL NOTE
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
REQUIRED INTERIOR LANDSCAPING= 1 195.6 SF
TOTAL INTERIOR LANDSCAPING (AS SHOWN)= 1275 SF
=212:1
VARIES 8"
6 a ) 24" Du, _F
O R O
S
z
/4 BAR
N ON 6.
o (BOTH
N -0' CONC. r�
r 24 CURB & GUTTER 5�
i MANHOLE v �--4' SUBGRAOE
RING &i DRAIN
COVER , BASE ROce SUMP
/ FOR DRAIN
(24• WIDE) 12"
ADD GROUT FOR ADEOUATE FLOW
8 VARIES n .J elIL /< BARS O 8- ac. EA. WAY
6'-4'
DETAIL — DROP INLET
WITH EXTENDED THROAT TYPICAL DROP INLET — POURED IN PLACE
ELEVATION
S
OC
WAYS)
0
G
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N
N
L
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N z 0 z
(`J
Q � U O
C) Q —
O Q W Y
o W z � Q
01 - w O
> lj� m I.-- Ul
w
cr
0
NOTE: JUNCTION BOX TO BE CONSTRUCTED Z
SAME AS DROP INLET W/O THROAT v
0
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N
F_
W
W (n
Q
— CO
(n Z
Q
_ � Y
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ED
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