HomeMy WebLinkAboutC400 Street Plan and Profile-C4001280836.17STI 12"RCP_ESA3 N RIM841.628
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C.O. SA4EX. SANITARYMANHOLETC=834.32'8" CLAYINV.=829.72' N6" CLAYINV.=829.72' EEX. SANITARYMANHOLETC=833.15'8" CLAYINV.=828.66' NINV.=828.66' SEX. SANITARYMANHOLETC=831.85'10" CLAYINV.=827.71' N8" CLAYINV.=827.71' SEX. SANITARYMANHOLETC=839.22'10" CLAYINV.=833.32' SWINV.=833.32' N6" CLAYINV.=834.52' SGOLFVIEW DRIVEGolfview DriveKinzer Avenue
EX. SANITARYMANHOLETC=833.41'8" CLAYINV.=826.41' S10" CLAYINV.=826.29' WINV.=825.96' NINV.= 824.24' ESA3 N RIM80' R/W80' R/WWW W815 Buckingham Fountains, LLCNo. 2010-003590 HN
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(Public)
KINZER AVENUE
(Public)
V A L E N T IN EDRIVE(Private)WWWW WWW
W
W20'
TYP.
)9'(TYP.)488
488A
489
488B
523
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END CONSTRUCTION
STA. 6+32.43
BEGIN CONSTRUCTION
STA. 0+00.00
POINT OF TANGENCY
STA. 0+72.34
POINT OF TANGENCY
STA. 4+90.52
POINT OF CURVATURE
STA. 2+23.12
CURVE DATA
D=5°31'35"
R=750.00
L=72.34
T=36.20
CURVE DATA
D=20°25'42"
R=750.00
L=267.40
T=135.14
NOTE:
EXISTING PAVEMENT AND CURBING TO BE
SAW CUT AND REMOVED. CURBS TO BE
REMOVED TO NEAREST JOINT.
NOTE:
EXISTING PAVEMENT AND CURBING TO BE
SAW CUT AND REMOVED. CURBS TO BE
REMOVED TO NEAREST JOINT.
KINZER AVENUE
SCALE: 1"=50' HOR.
1"=5' VERT.
830
840
850
830
840
850
0+00838.6838.58838.7838.79839.3839.01839.1839.221+00 839.1839.43839.1839.64839.1839.73839.0839.592+00 838.8839.42838.5839.24838.2839.12838.2839.203+00 838.3839.37838.6839.55838.9839.66839.2839.554+00 839.3839.33839.3839.10839.4838.88839.9838.655+00 840.0838.43839.6838.20839.6837.98840.1837.756+00 840.4837.53837.8837.080+25 0+50 0+751+25 1+50 1+75 2+25 2+50 2+75 3+25 3+50 3+75 4+25 4+50 4+75 5+25 5+50 5+75 6+25 838.58BEGIN CONSTRUCTION STA. 0+00.00839.19POINT OF TANGENCY STA. 0+72.34839.26POINT OF CURVATURE STA. 2+23.12838.51POINT OF TANGENCY STA. 4+90.52836.94END CONSTRUCTION STA. 6+32.43(Public)
0.85%-0.70%0.70%
-0.90%
-1 .81 %GRD. CHG. STA = 6+00.50837.52PVI STA: 2+53.32
PVI ELEV: 839.05
A.D. = 1.40%
K = 28.57
40.00' VC
BVCS: 2+33.32BVCE: 839.19EVCS: 2+73.32EVCE: 839.19LOW PT. STA: 2+53.32
LOW PT ELEV: 839.12
PVI STA: 1+44.43
PVI ELEV: 839.81
A.D. = -1.55%
K = 25.81
40.00' VC
BVCS: 1+24.43BVCE: 839.64EVCS: 1+64.43EVCE: 839.67HIGH PT. STA: 1+46.37
HIGH PT ELEV: 839.73
PVI STA: 3+53.36
PVI ELEV: 839.75
A.D. = -1.60%
K = 28.12
45.00' VC
BVCS: 3+30.86BVCE: 839.59EVCS: 3+75.86EVCE: 839.54HIGH PT. STA: 3+50.55
HIGH PT ELEV: 839.66
SECTION 2
PROPOSED GRADE
EXISTING GRADE
12" R.C.P.
INV.= 833.25
12" R.C.P.
INV.= 835.01 DATE MARK REVISIONS BYCERTIFIED: S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, A ROUTESURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STREET PLAN & PROFILEC400
65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/20/2019DP
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File Name: S:\65840BKM-S3\DWG\C400 Street Plan and Profile.dwg - C400Modified / By: January 10, 2020 9:44:06 AM / dmetzPlotted / By: October 6, 2020 9:01:29 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTS ADG05/08/19 REVISED PER TAC COMMENTS ADG09/27/19 REVISED PER CLIENT COMMENTS DSM10/16/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/12/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/30/19 REVISED PER CLIENT COMMENTS DSM01/13/20 REVISED SWALE PER CARMEL COMMENTS DSM04/16/20 RAISED SITE 0.80 FT FOR DIRT BALANCE ADG09/24/20 1" = 50 FT
NOTES:
FOR INSTALLATION OF STORM MAINS, WATER MAINS,
SANITARY MAINS, WATER SERVICE LATERALS, SANITARY
SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF
THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER
FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF
THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION
THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL
ABOVE THE SUBGRADE) PLUS 1-0", BUT UNDER NO
CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE
PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF
THE PIPE BE LESS THAN 2.5 FEET.
THERE SHALL BE NO MANHOLES OR WATER VALVES WITHIN
THE STREET PAVEMENTS, CURBS, SIDEWALKS, OR ASPHALT
PATHS.
NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT
AN APPROVED STORM WATER MANAGEMENT PERMIT.
DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT
THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
ALL PAVING WITHIN THE EXISTING AND PROPOSED
RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING.
12/04/20