HomeMy WebLinkAboutZ-6007 MapI
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DRAINAGE
EASEMENT
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A. P. & L.
TRANSMISSION
LINE EASEMENT
�— 140
RAILR D
EAS I T
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02'07'51"
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30' BLDG. SETBACK & 30' DRAINAGE EASEMENT
PROPOSED RAILROAD
SPUR TRACK
(SEE PLANS
BY OTHERS)
1261.47`
FUTURE PLANT
EXPANSION
5
2 20' u1
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NEW PRODUCTION
FACILITY
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ENGINEERING FOR DIMENSIONS
�DS
AND LAYOUT IN THIS AREA.
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HANDICAP R MP
CO�`CURB
(TYP.)
100.00'
200.00'
Q. 70
18'
FUTURE PLANT
EXPANSION
5
2 20' u1
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NEW PRODUCTION
FACILITY
I
50' BLDG. SETBACK
1 — — — — — — — — — — — — — /k� / 00
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1�-- ----�-1--- — ----
S 01'30'36" W
rn
0
' SB -2 COMPACTED TO 95%
MODIFIED PROCTOR DENSITY.
STANDARD ASPHALT PAVEMENT
NOTE: ASPHALT PAVEMENTS SHALL BE CONSTRUCTED IN
ACCORDANCE w/AHTD SPECIFICATIONS.
AHTD = ARKANSAS HIGHWAY & TRANSPORTATION DEPT.
2" ACHM SURFACE COURSE
(AHTD TYPE 2 OR 3)
12" DONNA FILL
9 S8-2 COMPiCtTED TO 95X
MODIFIED PROCTOR DENSITY.,
HEAVY DUTY ASPHALT PAVEla"
NOTE: ASPHALT PAVEMENTS SHALL BE CONSTRUCTED IN
ACCORDANCE w/AHTD SPECIFICATIONS.
AHTD = ARKANSAS HIGHWAY & TRANSPORTATION DEPT.
3" ACHM SURFACE COURSE
�(AHTD TYPE 2 OR 3)
8"
12" DONNA nLL
24 v
110.74' — —� 9.25'
— — 1074.81' 1074.81'
FRAZIER PIKE (20' Asphalt Pav ment)
2"ASPHALT SURFACE COURSE
(A.H.LD. TYPE 3) —
6" CRUSHED STONE BASE
(CLASS 7)
24"
f
ARN
11Z4- P 6"
a
STANDARD PAVING DETAIL
WITH 9" VERTICAL CURB
3' ASPHALT SURFACE COURSE
(A.H.T.D. TYPE 2 OR 3)
B" CRUSHED STONE BASE
(CLASS 7))
L6" X 6" 10/10 WIRE MESH
4'
CONCRETE SHALE SECTION
SITE PLAN
GENERAL NOTES:
1. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB UNLESS OTHERWISE
NOTED.
2. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF
PORCHES, RAMPS. VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDING
UTILITY ENTRANCES LOCATIONS AND PRECISE BUILDING DIMENSIONS.
3. ALL WORN ON THEOF-WAY SMALL CONFORM TO CITY STANDARDS.
PLAN /OD
6. SEE ARCHITECTURAL PLANS FOR CURBS AND/OR CURB AND GUTTER (/�^
ADJACENT TO SIDEWALKS. RAMPS. ETC. ATTACHED TO BUILDINGS.
5. SEE ARCHITECTURAL FOR SITE PARKING LIGHTING LAYOUT AND CONDUIT
Ri7UTING.
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SEE PLANS FROM CORONADO
/
ENGINEERING FOR DIMENSIONS
�DS
AND LAYOUT IN THIS AREA.
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n�
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❑100.Got,
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FSI
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50' BLDG. SETBACK
1 — — — — — — — — — — — — — /k� / 00
I
II I I
1�-- ----�-1--- — ----
S 01'30'36" W
rn
0
' SB -2 COMPACTED TO 95%
MODIFIED PROCTOR DENSITY.
STANDARD ASPHALT PAVEMENT
NOTE: ASPHALT PAVEMENTS SHALL BE CONSTRUCTED IN
ACCORDANCE w/AHTD SPECIFICATIONS.
AHTD = ARKANSAS HIGHWAY & TRANSPORTATION DEPT.
2" ACHM SURFACE COURSE
(AHTD TYPE 2 OR 3)
12" DONNA FILL
9 S8-2 COMPiCtTED TO 95X
MODIFIED PROCTOR DENSITY.,
HEAVY DUTY ASPHALT PAVEla"
NOTE: ASPHALT PAVEMENTS SHALL BE CONSTRUCTED IN
ACCORDANCE w/AHTD SPECIFICATIONS.
AHTD = ARKANSAS HIGHWAY & TRANSPORTATION DEPT.
3" ACHM SURFACE COURSE
�(AHTD TYPE 2 OR 3)
8"
12" DONNA nLL
24 v
110.74' — —� 9.25'
— — 1074.81' 1074.81'
FRAZIER PIKE (20' Asphalt Pav ment)
2"ASPHALT SURFACE COURSE
(A.H.LD. TYPE 3) —
6" CRUSHED STONE BASE
(CLASS 7)
24"
f
ARN
11Z4- P 6"
a
STANDARD PAVING DETAIL
WITH 9" VERTICAL CURB
3' ASPHALT SURFACE COURSE
(A.H.T.D. TYPE 2 OR 3)
B" CRUSHED STONE BASE
(CLASS 7))
L6" X 6" 10/10 WIRE MESH
4'
CONCRETE SHALE SECTION
SITE PLAN
GENERAL NOTES:
1. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB UNLESS OTHERWISE
NOTED.
2. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF
PORCHES, RAMPS. VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDING
UTILITY ENTRANCES LOCATIONS AND PRECISE BUILDING DIMENSIONS.
3. ALL WORN ON THEOF-WAY SMALL CONFORM TO CITY STANDARDS.
PLAN /OD
6. SEE ARCHITECTURAL PLANS FOR CURBS AND/OR CURB AND GUTTER (/�^
ADJACENT TO SIDEWALKS. RAMPS. ETC. ATTACHED TO BUILDINGS.
5. SEE ARCHITECTURAL FOR SITE PARKING LIGHTING LAYOUT AND CONDUIT
Ri7UTING.
/lam/
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t o ON%
ENC1N40 D
d No. ea
=y° �°:
'troll '10S
�,0" i E
1� S A � •
ARKA1 AS
REGISTERED
PROFESSIONAL
ENGINEER
o No. 4685 P�
--•''
THOMAS
ENGINEERING
3810 LOOKOUT ROAD
N. LITTLE ROCK, AR 72116
TEL: 501-753-4463
FAX: 501-753-6814
SCALE 1" = 50'
DATE MAY 11, 1995
LRP103E2.DWG
SHEET 2 OF 3
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T
t o ON%
ENC1N40 D
d No. ea
=y° �°:
'troll '10S
�,0" i E
1� S A � •
ARKA1 AS
REGISTERED
PROFESSIONAL
ENGINEER
o No. 4685 P�
--•''
THOMAS
ENGINEERING
3810 LOOKOUT ROAD
N. LITTLE ROCK, AR 72116
TEL: 501-753-4463
FAX: 501-753-6814
SCALE 1" = 50'
DATE MAY 11, 1995
LRP103E2.DWG
SHEET 2 OF 3