HomeMy WebLinkAboutZ-9237-B Map 1GENERAL SITE NOTES:
PROJECT INFORMATION:
1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMIT'S 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.
B. 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 EXISTING PAVEMENTS
FLUSH.
13. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS OUTSIDE OF CONSTRUCTION
OMITS TO ORIGINAL CONDITION OR BETTER.
14. CONTRACTOR SHALL REPAIR AT HIS EXPENSE ANY DAMAGE TO BUSTING ASPHALT,
CONCRETE, CURDS, 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.
1. 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 CZO FOR PAVEMENT SECTION DETAILS.
3. SEE GENERAL NOTES SHEET C1.0 FOR EXISTING LEGEND.
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SITE AREA:
f2.92 ACRES
ZONED:
R-2
PROPOSED BUILDING AREA:
18,047 SQ. FT.
PROPOSED USE:
RETAIL
BUILDING HEIGHT:
PARKING REQUIRED:
60 STALLS
(1 STALL 300 SF OF GROSS FLOOR AREA)
PARKING PROVIDED:
STALLS
(INCLUDING 3 ADA STALLS)
PAVEMENT HATCH LEGEND:
PROPOSED CONCRETE SIDEWALK
5" PORTLAND CEMENT CONCRETE
4" AGGREGATE BASE (MOOT TYPE 5)
PROPOSED INTEGRAL BLACK CONCRETE SIDEWALK
,•S6B,• 5" PORTLAND CEMENT CONCRETE
4" AGGREGATE BASE (MOOT TYPE 5)
PROPOSED CONCRETE LANDING
S7A 6" PORTLAND CEMENT CONCRETE
4" AGGREGATE BASE
(SEE STRUCTURAL PLANS FOR REINFORCEMENT, AGGREGATE, AND
SUBGRADE REQUIREMENTS)
PROPOSED INTEGRAL BLACK COLORED CONCRETE LANDING
S78 6" PORTLAND CEMENT CONCRETE
4" AGGREGATE BASE
(SEE STRUCTURAL PLAIDS FOR REINFORCEMENT, AGGREGATE, AND
SUBGRADE REQUIREMENTS)
PROPOSED HEAVY DUTY INTEGRAL BLACK COLORED CONCRETE
SB 6" PORTLAND CEMENT CONCRETE
4" AGGREGATE BASE
SEE STRUCTURAL PLANS FOR REINFORCEMENT, AGGREGATE, AND
SUBGRADE REQUIREMENTS)
PROPOSED HEAVY DUTY INTEGRAL BLACK COLORED CONCRETE SLAB
59 e' 7" PORTLANO CEMENT CONCRETE
4" AGGREGATE BASE
(SEE GEOTECHNICAL REPORT)
PROPOSED ASPHALT PAVEMENT
S10 3" ASPHALT SURFACE COURSE
8" AGGREGATE BASE
(SEE GEOTECHNICAL REPORT)
PROPOSED HEAW DUTY ASPHALT PAVEMENT
S11 2" ASPHALT SURFACE COURSE
2.5" ASPHALT BINDER COURSE
8" AGGREGATE BASE
(SEE GE07CHNICAI REPORT)
PROPOSEDINTEGRAL BLACK COLORED CONCRETE 5"=
512 5" PORTLAND CEMENT CONCRETE
3F n_.':F3P0=161EM1 . AGGREGATE, AND
SUBGRADE REQUIREMENTS)
PROPOSED LANDSCAPE AWA
• 513 LAN@S'}PE P-V6 FOR ADDfr1ONAL NFORMATION AND DETAILS)
1430 W. Peachtree St. NW
Suite 200
Atlanta, GA 30309
t: 404 601 4000 f: 404 601 3970
PROJECT TEAM
COPYRIGHT NOTICE
This drawing is the property of the above
referenced Profenionol snd is not to be used
tar any purpose other than the specific
project and site named herein, and cannot
be reproduced In any manner 0ind,t the
express written permiselon tram tM1e Profeesional
ISSUE/REVISION RECORD
DATE DESCRIPTION
PROFESSIONAL IN CHARGE
JOHN NOURZAD
PROFESSIONAL ENGINEER
LICENSE NO. XXXX
PROJECT MANAGER
KERI WILLIAMS
QUALITY CONTROL
JIM COYLE
DRAWN BY
ERIC CARRANZA —
11wnEnLnn Ev11I
EQUIPMENT
LITTLE ROCK
ARKANSAS
INTERSTATE 30
ACCESS ROAD
PROJECT NUMBER
201705520
SHEET TITLE
SITE
PLAN
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GRAPHIC SCALE
ON,
9 Z
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1 inch = 30 R
SHEET NUMBER
CIO