HomeMy WebLinkAboutZ-7022 Map 33" HMAC SURFACE
COURSE, W. 2
2" HMAC SURFACE
COURSE, TY. 2
�..
\ 8" CRUSHED AGGREGATE—� Z811
L6" CRUSHED AGGREGATE
BASE COURSE, CL.7 BASE COURSE, CL.7
u8 (MIN) COMPACTED SUBGRADE TO (MIN) COMPACTED SUBGRADE TO
95% STANDARD PROCTOR DENSITY. 95% STANDARD PROCTOR DENSITY
Tv .
PROPOSED FUTURE DRIVE \ 1 HEAVY DUTY SECTION TYPICAL PICAL SECTIQjN
CONNECTION WITH DEVELOPMENT
PROPERTY PG �s ��`LN� PAVING SECTION
OF ADJACENT
NTS
S 88040'24°' E 293.55'
T-30.00�T
0'0 0"
c 9 10' EASEMENT b
LANDSCAPE AREA LANDSCAPE AREA
.010.
E104_1
rr--_ n NA1
ILANDSCAPE AREA
HEAVY DUTY4,
ASPHALT
a
N
N
135°0'0"
HEAVY DUTY`
ASPHALT r
....E
29.00' 25.00' -
11
s
CONCRETE'
-84.50' a DUMPSTER PAD
n
3.00'
PROPOSED WALGREEN'S
14,497 SF
--HEAVY DUTY`
ASPHALT
0.Irol
HANDICA LANDSCAPE
RAMP AREA
1a.00'—I
LIGHT DUTY`
ASPHALT
7.ao• IT
Rr
1>1
HEAVY DUTYG,
ASPHALT
N s2°32'05",,,�E,- iq�9
ETE SIDE
_W
CONCR
89015'50" W 73.34'
/ 1.
a rl I/
L--- J L 1 L
LANDSCAPE AREA
R4.00'
IANDICAP
IAMP l..�'
75.74'Gy 4 LANDSCA
CCNORETE WALK
SIDE T� 111 AREA
124.00
0
1622
AREA
0.00,
HEAVY DUTY
ASPHALT
18.00'
LIGHT D'JTY`
ASPHALT
SIGN
LIGHT DUTYL
ASPHALT
LANDSCAPE AREA
E 9�
N T17,
cj 0
01.23,
'>LIGHT DUTY`
- ASPHALT
AREA
RAMP
IF,
LANDSCAPE AREA I \
MONUMENT
SIGN
6" CONCRETE
'q a
=1 I I I I=1 11=1 I i=1 11=1 11=1 11=
4" CRUSHED AGGREGATE BASE
LCOURSE, CL.7
8" (MIN) COMPACTED SUBGRADE
TO 95% STANDARD PROCTOR DENSITY.
TYPICAL SECTION
CONCRETE APRONS
NTS
GENERAL NOTES:
t THE LOCATION OF THE EXISTING WATER AND GAS UTILITIES ARE BASED ON RECORDS
FROM SAID UTILITY COMPANIES AND ARE HORIZONTALLY FIELD LOCATED ONLY,
THE CONTRACTORS SHALL BE RESPONSIBLE FOR DETERMINING ACTUAL LOCATION.
2. CONTRACTOR TO UNCOVER AND MARK UTILITY LINES BEFORE CONSTRUCTION.
3. CONTRACTOR SHALL BEAR ALL RESPONSIBILITY AND COST OF REPAIR OR REPLACEMENT
OF EXISTING UTILITIES, DAMAGE OR INTERRUPTED AS A RESULT OF THIS CONSTRUCTION
PROJECT.
�. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE OWNER OF ANY DAMAGED
OR INTERRUPTED UTILITIES IMMEDIATELY.
5. ALL SEWER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE TO THE
LITTLE ROCK WASTEWATER UTILITIES STANDARD SPECIFICATION FOR SANITARY SEWER
LATEST EDITION.
6. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE TO THE
CENTRAL ARKANSAS WATER DEPARTMENT REQUIREMENTS.
7, CONTRACTORS SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK.
$. ALL AREAS WITHIN THE PARKING LOT ARE TO RECEIVE A GRAVEL BASE TO PROVIDE
EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER. A RATE OF
135 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING.
$. ALL AREAS NOT WITHIN THE PARKING LOT ARE TO RECEIVE LOOSE STRAW TO PROVIDE
EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER. A RATE OF
1.5 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING.
10. AFTER NEW INLETS ARE CONSTRUCTED, STRAW BALES AND GRAVEL FILTER BERMS ARE
TO BE PLACED TO ALLOW FLOW THROUGH THE BERM.
11. CONTRACTOR WILL CONTROL AND PREVENT OFF-SITE TRACKING OF CONSTRUCTION
RUNOFF AND SEDIMENT TO ADJACENT PROPERTY AND PUBLIC ROADS.
12. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE SYSTEM.
6"X6" W2.9XW2.9
W.W.F. SHEETS
2" CLEAR
COMPACTEDf
SUBGRADE
FOOTING TO BE INSTALLED
IN ALL LOCATIONS WHERE
CONCRETE ABUTS ASPHALT
ASPHALT
g" \—COMPACTED
9„ SUBGRADE
TYPICAL SECTION
CONCRETE PAD FOR DUMPSTERS
i6��VtAR \
bV
° r
\ 1 A
& LOADING DOCKS
NTS
=CTIVE
F
I I - � Parking Space
HANDICAP SYMBOL
NTS
12"X18", 18 GA. STEEL, BAKED
ENAMEL,HANDICAP PARKING SIGN
/ PHARE NG R7-8, AS SHOWN IN THE MANUAL
/ ® UNIFORM TRAFFIC CONTROL DEVICES.
6" DIA., SCHED. 40, STEEL POST
uJ FILLED WITH CONCRETE. SLOPE
w a CONCRETE AT TOP OF POST.
> a
y<� e\515
TE `° PAY- 1,1
.00
GoNGPE
C/
'✓~ PR PR`s
~ v
/
cOI
o
N
�
II
u
n4.
u
TOP CAP, ANCHORED 24" IN SOLID
/
z
(12" DIA. HOLE).
I
\-A
Z 2Z�
PAVEMENT
CA
CONCRETE ANCHOR
\0
p
J
4
LEC 4D AND BORDER - GREEN
12"
WHITE SYMBOL ON BLUE BACKGROUND
r
_
BACKGROUND — WHITE
i
HEAVY DUTYG,
ASPHALT
N s2°32'05",,,�E,- iq�9
ETE SIDE
_W
CONCR
89015'50" W 73.34'
/ 1.
a rl I/
L--- J L 1 L
LANDSCAPE AREA
R4.00'
IANDICAP
IAMP l..�'
75.74'Gy 4 LANDSCA
CCNORETE WALK
SIDE T� 111 AREA
124.00
0
1622
AREA
0.00,
HEAVY DUTY
ASPHALT
18.00'
LIGHT D'JTY`
ASPHALT
SIGN
LIGHT DUTYL
ASPHALT
LANDSCAPE AREA
E 9�
N T17,
cj 0
01.23,
'>LIGHT DUTY`
- ASPHALT
AREA
RAMP
IF,
LANDSCAPE AREA I \
MONUMENT
SIGN
6" CONCRETE
'q a
=1 I I I I=1 11=1 I i=1 11=1 11=1 11=
4" CRUSHED AGGREGATE BASE
LCOURSE, CL.7
8" (MIN) COMPACTED SUBGRADE
TO 95% STANDARD PROCTOR DENSITY.
TYPICAL SECTION
CONCRETE APRONS
NTS
GENERAL NOTES:
t THE LOCATION OF THE EXISTING WATER AND GAS UTILITIES ARE BASED ON RECORDS
FROM SAID UTILITY COMPANIES AND ARE HORIZONTALLY FIELD LOCATED ONLY,
THE CONTRACTORS SHALL BE RESPONSIBLE FOR DETERMINING ACTUAL LOCATION.
2. CONTRACTOR TO UNCOVER AND MARK UTILITY LINES BEFORE CONSTRUCTION.
3. CONTRACTOR SHALL BEAR ALL RESPONSIBILITY AND COST OF REPAIR OR REPLACEMENT
OF EXISTING UTILITIES, DAMAGE OR INTERRUPTED AS A RESULT OF THIS CONSTRUCTION
PROJECT.
�. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE OWNER OF ANY DAMAGED
OR INTERRUPTED UTILITIES IMMEDIATELY.
5. ALL SEWER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE TO THE
LITTLE ROCK WASTEWATER UTILITIES STANDARD SPECIFICATION FOR SANITARY SEWER
LATEST EDITION.
6. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE TO THE
CENTRAL ARKANSAS WATER DEPARTMENT REQUIREMENTS.
7, CONTRACTORS SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK.
$. ALL AREAS WITHIN THE PARKING LOT ARE TO RECEIVE A GRAVEL BASE TO PROVIDE
EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER. A RATE OF
135 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING.
$. ALL AREAS NOT WITHIN THE PARKING LOT ARE TO RECEIVE LOOSE STRAW TO PROVIDE
EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER. A RATE OF
1.5 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING.
10. AFTER NEW INLETS ARE CONSTRUCTED, STRAW BALES AND GRAVEL FILTER BERMS ARE
TO BE PLACED TO ALLOW FLOW THROUGH THE BERM.
11. CONTRACTOR WILL CONTROL AND PREVENT OFF-SITE TRACKING OF CONSTRUCTION
RUNOFF AND SEDIMENT TO ADJACENT PROPERTY AND PUBLIC ROADS.
12. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE SYSTEM.
6"X6" W2.9XW2.9
W.W.F. SHEETS
2" CLEAR
COMPACTEDf
SUBGRADE
FOOTING TO BE INSTALLED
IN ALL LOCATIONS WHERE
CONCRETE ABUTS ASPHALT
ASPHALT
g" \—COMPACTED
9„ SUBGRADE
TYPICAL SECTION
CONCRETE PAD FOR DUMPSTERS
i6��VtAR \
bV
° r
\ 1 A
& LOADING DOCKS
NTS
=CTIVE
F
I I - � Parking Space
HANDICAP SYMBOL
NTS
12"X18", 18 GA. STEEL, BAKED
ENAMEL,HANDICAP PARKING SIGN
/ PHARE NG R7-8, AS SHOWN IN THE MANUAL
/ ® UNIFORM TRAFFIC CONTROL DEVICES.
6" DIA., SCHED. 40, STEEL POST
uJ FILLED WITH CONCRETE. SLOPE
w a CONCRETE AT TOP OF POST.
> a
y<� e\515
TE `° PAY- 1,1
.00
GoNGPE
C/
'✓~ PR PR`s
~ v
/
1
SCALE
INFORMATION FOR BOUNDARY AND
EXISTING CONDITIONS TAKEN FROM
BOUNDARY AND TOPOGRAPHIC SURVEY
WORK PROVIDED BY McGETRICK & McGETRICK.
G:02-142\DESIGN\02142SITE.DWG
DEVELOPMENT
CONSULTANTS
INCORPORATED
2200 NO. RODNEY PARHAM RD.
SUITE 220
LITTLE ROCK, ARKANSAS 72212
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
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04CONCRETE
TOP CAP, ANCHORED 24" IN SOLID
/
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(12" DIA. HOLE).
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PAVEMENT
CA
CONCRETE ANCHOR
\0
p
12"X22"
LEC 4D AND BORDER - GREEN
12"
WHITE SYMBOL ON BLUE BACKGROUND
r
BACKGROUND — WHITE
O
HANDICAP SIGN
NTS
0
LITTLE ROCK PLANNING COMMISSION
SUBJECT TO THE CONDITIONS
7pPA
ROVED,
THE PLANNING COMMISSION
AS NOTED IN
MINUECORDED_�---
\
BY:
DATE: _ �7i rs = G a—
IfevtSIG'CR
NORTH S F 18 2002
1
SCALE
INFORMATION FOR BOUNDARY AND
EXISTING CONDITIONS TAKEN FROM
BOUNDARY AND TOPOGRAPHIC SURVEY
WORK PROVIDED BY McGETRICK & McGETRICK.
G:02-142\DESIGN\02142SITE.DWG
DEVELOPMENT
CONSULTANTS
INCORPORATED
2200 NO. RODNEY PARHAM RD.
SUITE 220
LITTLE ROCK, ARKANSAS 72212
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
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