HomeMy WebLinkAboutZ-9237-B Map 2GENERAL SITE NOTES:
1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO COMMENCEMENT
OF CONSTRUCTION.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFE AND ADEQUATE
WORKING CONDITIONS THROUGHOUT THE DURATION OF CONSTRUCTION OF THE
PROPOSED SITE IMPROVEMENTS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SITE SETBACKS,
EASEMENTS AND DIMENSIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
4. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH
THE LATEST STATE AND LOCAL GOVERNMENT CONSTRUCTION STANDARDS AND
SPECIFICATIONS.
5. ALL HANDICAP ACCESSIBLE SITE IMPROVEMENTS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND REQUIREMENTS.
6. IF DURING THE COURSE OF CONSTRUCTION THE CONTRACTOR FINDS ANY
DISCREPANCIES OR CONFLICTS BETWEEN THE PROPOSED SITE IMPROVEMENTS
INDICATED ON THE PLANS AND THE PHYSICAL CONDITIONS OF THE SITE, OR ANY
ERRORS OR OMISSIONS WITHIN THE PLANS OR IN THE SITE LAYOUT AS PROVIDED
BY THE ENGINEER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
IMMEDIATELY NOTIFY THE ENGINEER. UNTIL AUTHORIZED TO PROCEED, ANY WORK
PERFORMED BY THE CONTRACTOR AFTER SUCH A DISCOVERY WILL BE AT THE
CONTRACTOR'S SOLE RISK AND EXPENSE.
7. CONTRACTOR SHALL COORDINATE ALL SITE IMPROVEMENTS WITH ARCHITECTURAL
PLANS. ARCHITECTURAL PLANS SHALL BE USED FOR BUILDING STAKEOUT.
8. CONTRACTOR SHALL COORDINATE ALL LANDSCAPE IMPROVEMENTS, INCLUDING NEW
PLANTINGS AND TURF AREA RESTORATION REQUIREMENTS, WITH LANDSCAPE PLANS.
9. CONSTRUCTION SURVEY AND STAKEOUT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
10. ALL DIMENSIONS SHOWN ARE MEASURED FROM FACE OF CURB TO FACE OF CURB
OR EDGE OF PAVEMENT TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
11. ALL CURB RADII ARE MEASURED AT THE FACE OF CURB UNLESS OTHERWISE
NOTED.
12. ALL NEW ASPHALT AND/OR CONCRETE PAVING SHALL MATCH EASBNG PAVEMENTS
FLUSH.
13. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS OUTSIDE OF CONSTRUCTION
LIMIT'S TO ORIGINAL CONDITION OR BETTER.
14. CONTRACTOR SHALL REPAIR AT HIS EXPENSE ANY DAMAGE TO EXISTING ASPHALT,
CONCRETE, CURBS, SIDEWALKS, ETC. RESULTING FROM CONSTRUCTION TRAFFIC
AND/OR OPERATIONS. REPAIRS SHALL BE MADE TO THE SATISFACTION OF THE
OWNER AND/OR ENGINEER.
15. ALL FIRE ACCESS LANES WITHIN THE PROJECT AREA SHALL REMAIN IN SERVICE,
CLEAN OF DEBRIS, AND ACCESSIBLE FOR USE BY EMERGENCY VEHICLES.
16, ALL DETECTABLE WARNING PLATES SHALL BE PREFORMED PLASTIC INSERTS
UNLESS OTHERWISE NOTED.
17. SEE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
SITE PLAN NOTES:
REFER TO THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY
TERRACON CONSULTANTS, INC. AND DATED JULY 5TH, 2017 FOR
ADDITIONAL INFORMATION REGARDING THE EXISTING SOIL CONDITIONS AND
SUBGRADE PREPARATION REQUIREMENTS AND PROPOSED PAVEMENT
RECOMMENDATIONS (TERRACON PROJECT NO. 35175065).
2. SEE CONSTRUCTION DETAILS SHEET CTO FOR PAVEMENT SECTION DETAILS.
�,_3. SEE GENERAL NOTES SHEET C1.0 FOR EXISTING LEGEND.
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PROJECT INFORMATION:
SITE AREA
±192 ACRES
ZONED:
R-2
PROPOSED BUILDING AREA:
18,047 SQ. FT.
PROPOSED USE:
RETAIL
BUILDING HEIGHT:
PARKING REQUIRED:
60 STALLS
(1 STALL PER 300 SF OF GROSS FLOOR AREA)
PARKING PROVIDED:
66 STALLS
(INCLUDING 3 ADA STALLS)
PAVEMENT HATCH LEGEND:
PROPOSED CONCRETE SIDEWALK
COAA
1430 W. Peachtree St. NW
Suite 200
Atlanta, GA 30309
t: 404 601 4000 f: 404 601 3970
PROJECT TEAM
',' S6A
5" PORTLAND CEMENT CO
NCRETE TE4"
AGGREGATE BASE (MOOT TYPE 5)
PROPOSED INTEGRAL BLACK CONCRETE SIDEWALK
S6B�
5" PORTLAND CEMENT CONCRETE
4" AGGREGATE BASE (MDOT TYPE 5)
PROPOSED CONCRETE LANDING
6" PORTLAND CEMENT CONCRETE
coPrkicnr nonce
idle drawing is the property othe 411.1
referenced Pm:essboal and 's notf user to Ge
_
4" AGGREGATE BASE
(SEE STRUCTURAL PLANS FOR REINFORCEMENT, AGGREGATE, AND
ISSUE/REVISIDN RECORD
SUBGRADE REQUIREMENTS)
DATE DESCRIPTION
PROPOSED INTEGRAL BLACK COLORED CONCRETE LANDING
6" PORTLAND CEMENT CONCRETE
4" AGGREGATE BASE
(SEE STRUCTURAL PLANS FOR REINFORCEMENT, AGGREGATE, AND
SUBGRADE REQUIREMENTS)
PROPOSED HEAVY DUTY INTEGRAL BLACK COLORED CONCRETE
` SS
6" PORTLAND CEMENT CONCRETE
4" AGGREGATE BASE
SEE STRUCTURAL PLANS FOR REINFORCEMENT, AGGREGATE, AND
SUBGRADE REQUIREMENTS)
PROPOSED HEAVY DUTY INTEGRAL BLACK COLORED CONCRETE SLAB
S9 ae
7" PORTLAND CEMENT CONCRETE
.
4" AGGREGATE BASE
(SEE GEOTECHNICAL REPORT)
PROPOSED ASPHALT PAVEMENT
S10
3" ASPHALT SURFACE COURSE
8" AGGREGATE BASE
(SEE GEOTECHNICAL REPORT)
-
�•511-
PROPOSED HEAVY DUTY ASPHALT PAVEMENT
2" ASPHALT SURFACE COURSE
2.5" ASPHALT BINDER COURSE
8" AGGREGATE BASE
(SEE GEOTECHNICAL REPORT)
PROPOSED INTEGRAL BLACK COLORED CONCRETE
512
5" PORTLAND CEMENT CONCRETE
4" AGGREGATE BASE
(SEE STRUCTURAL PUNS FOR REINFORCEMENT, AGGREGATE, AND
SUBGRADE REQUIREMENTS)
. 513
PROPOSED LANDSCAPE AREA
(SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION -AND -DETAILS)
PROFESSIONAL IN CHARGE
JOHN NOURZAD
PROFESSIONAL ENGINEER
LICENSE NO. XXXX -
P'
6w,
GRAPHIC SCALE
��®•! ]0 15 ]a Im 1
m SEEING
( IN II )
1 inch - 30 R.
PROJECT MANAGER
KERI WILLI
QUALITY CONTROL
JIM COYLE —
oRawN Br _
ERIC CARRANZA
PROJECT NAME
NORTHERN TOOL
EQUIPMENT
LITTLE ROCK
ARKANSAS
INTERSTATE 30
ACCESS ROAD
MONOMER
PROJECT NUMBER
201705520
SHEET TITLE
SITE
PLAN
SHEET NUMBER
C 3.0