HomeMy WebLinkAboutZ-9237-A Map 2GENERAL SITE NOTES:
PROJECT INFORMATION:
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 EXISTING PAVEMENTS
FLUSH.
13. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS OUTSIDE OF CONSTRUCTION
LIMITS 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:
1. REFER TO THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY
TERRACON CONSULTANTS, INC. AND DATED JULY 5TH, 21 FOR
ADDITIONAL INFORMATION REGARDING THE EXISTING SOIL CONDITIONS AND
SUBGRADE PREPARATION REQUIREMENTS AND PROPOSED PAVEMENT
RECOMMENDATIONS (TERRACON PROJECT NO. 35175065)
SITE KEY NOTES: per.
s,
S /•b. •�'. Jc•"41#'\1
3
0
eo
S1 PROPOSED BUILDING (SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR
ADDITIONAL INFORMATION AND DETAILS I+s
S2 PROPOSED TRASH ENCLOSURE (SEE ARCHITECTURAL AND STRUCTURAL PLANS _
FOR ADDITIONAL INFORMATION AND DETAILS) �'.'. `
S3 PROPOSED CONCRETE CURB AND GUTTER /
S4 PROPOSED REVERSE PITCH CONCRETE CURB AND GUTTER / •` ` •`
S5 PROPOSED MONOLITHIC CONCRETE CURB AND SIDEWALK / )+ :...:.:. ...:.:.:. .:a:•:•:.:.
S6 PROPOSED CONCRETE SIDEWALK `•`
S8 PROPOSED HEAVY DUTY CONCRETE (SEE GEOTECHNICAL REPORT FOR — _
ADDITIONAL INFORMATION AND DETAILS) / • _
S9 PROPOSED HEAVY DUTY CONCRETE DUMPSTER PAD (SEE GEOTECHNICAL i S3
REPORT FOR ADDITIONAL INFORMATION AND DETAILS) / LL
S10 PROPOSED HEAVY DUTY ASPHALT PAVEMENT / : �: S30
Sit PROPOSED LIGHT DUTY ASPHALT PAVEMENT S23
S12 PROPOSED DETECTABLE WARNING PLATE " j
S13 PROPOSED LANDSCAPE AREA (SEE LANDSCAPE PLANS FOR ADDITIONAL . . . . . . ` . . ` . . ' ` ` ` ' ` ` ` . . . ` ` . ` • . . • `
b
INFORMATION AND DETAILS) y°/ / . . . . . . . . . . . . . . • - • • . . +'•`
S15 PROPOSED PRECAST CONCRETE WHEEL STOP = / / . ` ` `
S23 PROPOSED FIRE HYDRANT
S30 PROPOSED LIGHT POLE x S5
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BUILDING
36" SPOUT WITH SPllSH�.4
tf0 )
'20LL'.1 m
12'
,p
NORTHERN TOOL & EQUIPMENT n
±18.000 SF 15.36' LAND USE SETBACK
280.00
F.F.E. —
co ...-20' a � a
S11
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30 ACCESS ROAD
SITE AREA:
ZONED:
PROPOSED BUILDING AREA:
PROPOSED USE:
BUILDING HEIGHT:
PARKING REQUIRED:
t2.92 ACRES
C-4
18,000 SO. FT.
RETAIL
60 STALLS
(1 STALL PER 300 SF OF GROSS FLOOR AREA)
66 STALLS
(INCLUDING 3 ADA STALLS)
PAVEMENT HATCH LEGEND:
PROPOSED REVERSE PITCH CURB AND GUTTER
S4 (SEE C6.4 FOR ADDITIONAL INFORMATION AND DETAILS)
PROPOSED CONCRETE SIDEWALK
S6 5" PORTLAND CEMENT CONCRETE
4" AGGREGATE BASE
(SEE GEOTECHNICAL REPORT)
PROPOSED HEAVY DUTY CONCRETE
S8 6" PORTLAND CEMENT CONCRETE
4" AGGREGATE BASE
(SEE GEOTECHNICAL REPORT)
PROPOSED HEAVY DUTY CONCRETE DUMPSTER PAD
S9 ' 7" PORTLAND CEMENT CONCRETE
4" AGGREGATE BASE
(SEE GEOTECHNICAL REPORT)
PROPOSED HEAVY DUTY ASPHALT PAVEMENT
S10 2" ASPHALT SURFACE COURSE
2.5" ASPHALT BINDER COURSE
8" AGGREGATE BASE
(SEE GEOTECHNICAL REPORT)
PROPOSED LIGHT DUTY ASPHALT PAVEMENT
S11 3" ASPHALT SURFACE COURSE
8" AGGREGATE BASE
(SEE GEOTECHNICAL REPORT)
PROPOSED LANDSCAPE AREA
S13 (SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION AND
DETAILS)
", CRE Y\
ONE CPV-�
GRAPHIC SCALE
Greenberghrrow
COA#:
21 South Evergreen Avenue
Suite 200
Arlington Heights, IL 60005
t: 847 788 9200 f: 847 788 9537
PROJECT TEAM
COPY4IGHT NOTICE
This drawing is the property of the above
referenced Professional and is not to be used
for any purpose other than the specific
project and site named herein, and cannot
be reproduced In any manner without the
exaress wnttec permission from i.oe Professional
ISSUE/REVISION RECORD
DATE DESCRIPTION
07/27/17 CLIENT REVIEW SET
07/31/17 ZBA SUBMITTAL
AIR AS
LICENSED
PROFESSIONAL.
ENGINEER
film. 17.1l
PROFESSIONAL IN CHARGE
KERI WILLIAMS
PROFESSIONAL ENGINEER
LICENSE NO. 17616
PROJECT MANAGER
KERI WILLIAMS
QUALITY CONTROL
JIM COYLE
DRAWN BY
ERIC CARRANZA
PROJECT NAME
NORTHERN TOOL
+ EQUIPMENT
LITTLE ROCK
ARKANSAS
10010INTERSTATE 30
ACCESS ROAD
PROJECT NUMBER
SHEET TITLE
SITE
PLAN
SHEET NUMBER
( IN FEET )
1 inch = 30 ft.
C2mO