HomeMy WebLinkAboutZ-6060-A Map 3------------------- \
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ASPHALT GAS VALVE W W
_----� STORM SEWER PIPE
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BOX (SPECIFY ON PLAN
SHEET) OVERHEAD TELEVISION OHTV
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GRATED INLET OR JUNCTION CHAIN LINK FENCE
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SHEER
WOOD FENCE
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SYMBOLS
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SANITARY SEWER LINE
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GAS VALVE
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STORM SEWER PIPE
GAS LINE
OF THE E3/4,
,
STRUCTURE NUMBER
WATER LINEPART
WATER VALVE
E1/2, NE1/4, SEC.
FIRE HYDRANT ASSEMBLY
UNDERGROUND TELEPHONEE1/2,
/
PROPOSED CONC. PAD / /
ILS
F
AIR RELEASE VALVE
FIRE CEPARTMENT CONNECTION
UNDERGROUND ELECTRIC
CON CRETE 1 202 T -2-N, R -13W
-
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6' WOOD DUMPSTER SCREEN
I ' p BOLLARDS (TYP.)
ASPHALT'
(� REMOVE THIS PORTION ASPHALT
PA R K I N G OF EXISTING FENCE
N 86° 19' 24" E 4.00'-\
EXISTING CONC. CURB
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_86' // /' , "/Z
j 1�r 'FND. 1/2
REBAR
• WATER METER
IS BACK FLOW PREVENTER OVERHEAD ELECTRIC
♦ REDUCER FIBER OPTIC
RECTANGULAR DROP INLET,
GRATED INLET OR JUNCTION UNDERGROUND TELEVISION
BOX (SPECIFY ON PLAN
SHEET) OVERHEAD TELEVISION OHTV
/ r % CIRCULAR DROP INLET,
GRATED INLET OR JUNCTION CHAIN LINK FENCE
0
BOX (SPECIFY ON PLAN
SHEER
WOOD FENCE
BARBED WIRE FENCE
BUILDING SET BACK
RIGHT OF WAY
PROPERTY UNE
ROAD CENTERLINE
eSITE NOTES
1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR
REFERENEID HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS
GRAVITY WALLS, GABION WALLS, ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT,
SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL
BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS ONLY.
2. ALL WOW AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL
REGULATIONS AND CODES AND OSHA STANDARDS.
3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS,
PRECISEBUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS.
4. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
5. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
6. ALL CUIB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR
LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE RESTRICTIVE
7. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO
CONSTRUCTION START.
8. CONTRACTOR SHALL MATCH NEW CURB AND GUTTER, CONCRETE, AND PAVEMENT TO
EXISTING IN GRADE AND ALIGNMENT.
9, CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR
AND FIRE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND
SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE.
Arkansas One Call
Know what'sbelow " D
Call before you dig.LA.PR 12 2Q.(l.........
10825 Financial Centre Parkway, Suite 300
Little Rock, Arkansas 72211
Crafton Tull
® engineering I surveying
501.664.3245t 501.66A.67041`
www.craftontull.com
CERTIFICATE OF AUTHORIZATION
OF A�Tyo�
"- CRAFTON, TULL & Y =
r. ASSOCIATES INC
0� No. 109
z,y O
aJ ?a
gRKANSAS ENG�NP'�R
^4/w
GRAPHIC SCALE IN FEET
10' 0 10'
DASH HEATING
AND COOLING
LITTLE ROCK, AR
Key Plan
No. Description Date
This document, and the ideas and designs incorporated herein,
as an instrument of professional service, is the property of
Crafton, Tull & Associates, Inc., and is not to be used, in whole
or in part, for any other project, without the written
authorization of Crafton, Tull & Associates, Inc.
SSS RUCTION °
PROJECT NO: 17800900 GO
ISSUEDATE: 03/13/17 -oma THIS %
CONTACT: B. PETERSON A- DOCUMENT IS
CHECKED BY: Z° PRELIMINARY IN
NATURE AND IS NOT
PRELIMINARY A FINAL, SIGNED o
PLANS AND SEALED
DOCUMENT ao
e) 2017 Crafton, Tull& Associates, Inc. °'b o°
° Nollonti15N
SITE PLAN
C-101
I
I
I
�
I
/
/
I
/
BARBED WIRE FENCE
BUILDING SET BACK
RIGHT OF WAY
PROPERTY UNE
ROAD CENTERLINE
eSITE NOTES
1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR
REFERENEID HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS
GRAVITY WALLS, GABION WALLS, ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT,
SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL
BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS ONLY.
2. ALL WOW AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL
REGULATIONS AND CODES AND OSHA STANDARDS.
3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS,
PRECISEBUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS.
4. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
5. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
6. ALL CUIB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR
LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE RESTRICTIVE
7. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO
CONSTRUCTION START.
8. CONTRACTOR SHALL MATCH NEW CURB AND GUTTER, CONCRETE, AND PAVEMENT TO
EXISTING IN GRADE AND ALIGNMENT.
9, CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR
AND FIRE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND
SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE.
Arkansas One Call
Know what'sbelow " D
Call before you dig.LA.PR 12 2Q.(l.........
10825 Financial Centre Parkway, Suite 300
Little Rock, Arkansas 72211
Crafton Tull
® engineering I surveying
501.664.3245t 501.66A.67041`
www.craftontull.com
CERTIFICATE OF AUTHORIZATION
OF A�Tyo�
"- CRAFTON, TULL & Y =
r. ASSOCIATES INC
0� No. 109
z,y O
aJ ?a
gRKANSAS ENG�NP'�R
^4/w
GRAPHIC SCALE IN FEET
10' 0 10'
DASH HEATING
AND COOLING
LITTLE ROCK, AR
Key Plan
No. Description Date
This document, and the ideas and designs incorporated herein,
as an instrument of professional service, is the property of
Crafton, Tull & Associates, Inc., and is not to be used, in whole
or in part, for any other project, without the written
authorization of Crafton, Tull & Associates, Inc.
SSS RUCTION °
PROJECT NO: 17800900 GO
ISSUEDATE: 03/13/17 -oma THIS %
CONTACT: B. PETERSON A- DOCUMENT IS
CHECKED BY: Z° PRELIMINARY IN
NATURE AND IS NOT
PRELIMINARY A FINAL, SIGNED o
PLANS AND SEALED
DOCUMENT ao
e) 2017 Crafton, Tull& Associates, Inc. °'b o°
° Nollonti15N
SITE PLAN
C-101