HomeMy WebLinkAboutC400 Street Plan and Profile-C403TV.P. MOHAWK WB LLCMOHAWK WB LLC50' R/WCROSSWALKCROSSWALKCROSSWALKCROSSWALKCROSSWALKW W W W W W W W W W W W W W W W W W W W W W W W W W W W WW W W W WW W W822
820 819 816 812
10' PATH5' B.L. 5' B.L. 5' B.L. 5' B.L. 5' B.L.5' B.L. 5' B.L. 5' B.L. 5' B.L.5' B.L.5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E.40' SETBACKCROSSWALKVAR. D.U.S.&L.M.A.E.VAR. D.U.S.&L.M.A.E.VAR. D.U.S.&L.M.A.E.&P.A.E.5' D.&U.E.GILDER DRIVE(Private)142
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216 150 149 148 146 145 144 143
155 154 153 152 151 158 159 160 162 163 164 165 166156 157
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C.A.#16
C.A.#20 C.A.#19
C.A.#17 C.A.#18
MADELYN DRIVE
(Private) BARRYMORE DRIVE(Public)MADELYN DRIVE
(Private)
TEMPLETON DRIVE
(Public)
MADELYN DRIVE
(Private) POWELL WAY(Private)MADELYN DRIVE
(Private)LAGERFIELD DRIVE(Public)TEMPLETON DRIVE
(Public)
TEMPLETON DRIVE
(Public)
MADELYN DRIVE
(Private)31' D.U.&S.S.E.50' R/W45.75' R/W31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.36' D.U.&S.S.E.21' I.E.E.B-B21' I.E.E.B-B21' I.E.E.B-B21' I.E.E.B-B21' I.E.E.B-B126
125
211
218
227 W W21' I.E.E.B-B20'B-B20'B-B20'B-B20'B-B20'B-B20'B-B20'B-B30'B-B(TYP.)20'(TYP.)9'(TYP.)20'(TYP.)9'(TYP.)8'(TYP.)8'(TYP.)8'(TYP.)30'B-B8'(TYP.)8'(TYP.)20'(TYP.)(TYP.)5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E.510
509
507
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513
508
497
511
517 518
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472B
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478A
CROSSWALKEND CONSTRUCTION
STA. 0+00.00END CONSTRUCTION
STA. 5+88.75
BEGIN CONSTRUCTION
STA. 0+00.00END CONSTRUCTION
STA. 4+22.21
CL INTERSECTION
STA. 1+95.50
STA. 0+79.85
(Private)
MADELYN DRIVE
SCALE: 1"=50' HOR.
1"=5' VERT.
840
850
860
840
850
860
-0+50844.790+00 843.7844.68843.7844.79843.8845.541+00 844.1845.91844.6846.29845.0846.67845.4847.052+00 845.7847.43845.7847.81845.7848.19845.8848.573+00 846.0848.95846.4849.32846.9849.70847.5850.084+00 848.2850.64849.0851.20849.9851.77850.7852.345+00 851.4852.91851.8853.47852.2854.04853.0854.526+00 854.74854.70854.55-0+25 0+250+75 1+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 6+50 844.68BEGIN CONSTRUCTION STA. 0+00.00854.67END CONSTRUCTION STA. 5+88.75850.11GRADE CHANGE &CL INTERSECTION STA. 3+76.88-0.70%0.70%
1.52%
2.27%
-0.60%GRD. CHG. STA = 0+25.80844.79GRD. CHG. STA = 6+60.00854.49PVI STA: 0+00.00
PVI ELEV: 844.61
A.D. = 1.40%
K = 28.57
40.00' VC BVCS: -0+20.00BVCE: 844.75EVCS: 0+20.00EVCE: 844.75LOW PT. STA: 0+00.00
LOW PT ELEV: 844.68
PVI STA: 5+88.75
PVI ELEV: 854.92
A.D. = -2.87%
K = 24.39
70.00' VC
BVCS: 5+53.75BVCE: 854.13EVCS: 6+23.75EVCE: 854.71 HIGH PT. STA: 6+09.12
HIGH PT ELEV: 854.75
SECTION 3
PROPOSED GRADE
EXISTING GRADE MANHOLE #812TC=847.71MANHOLE #816TC=854.6721" R.C.P.
INV.= 839.03
15" R.C.P.
INV.= 842.72
(Private)
MADELYN DRIVE
SCALE: 1"=50' HOR.
1"=5' VERT.
850
860
870
850
860
870
-0+50853.78854.33 0+00 853.2854.67853.6854.75853.6854.471+00 853.9854.32854.5854.17855.2854.03855.0854.022+00 854.8854.19854.9853.96854.9853.81854.6853.663+00 853.6853.51852.0853.44851.0853.60850.8854.014+00 850.9854.53-0+25 0+25 0+75 1+25 1+50 1+75 2+25 2+50 2+75 3+25 3+50 3+75 854.67BEGIN CONSTRUCTION STA. 0+00.00854.28 CL INTERSECTION STA. 1+95.50854.99 END CONSTRUCTION STA. 4+22.21-0.60%
0.62%
2.08%-2.08%
-0.60% 2.27%
2.08%GRD. CHG. STA = 1+85.50854.08GRD. CHG. STA = 2+05.50854.08GRD. CHG. STA = 4+22.21854.99PVI ELEV: 853.94
A.D. = 1.22%
K = 32.75
40.00' VC
BVCS: 1+43.50BVCE: 854.06EVCS: 1+83.50EVCE: 854.06PVI STA: 3+39.66
PVI ELEV: 853.27
A.D. = 2.68%
K = 26.09
70.00' VC
BVCS: 3+04.66BVCE: 853.48EVCS: 3+74.66EVCE: 854.00LOW PT. STA: 3+20.32
LOW PT ELEV: 853.43
PVI STA: 0+00.00
PVI ELEV: 854.92
A.D. = -2.87%
K = 24.39
70.00' VC
BVCS: -0+35.00BVCE: 854.13EVCS: 0+35.00EVCE: 854.71HIGH PT. STA: 0+20.37
HIGH PT ELEV: 854.75
SECTION 4CURB INLET (DC) #513TC=853.37PROPOSED GRADE
EXISTING GRADE
8" WATER
STR. SHOWN FORLOW POINTREFERNCE ONLYMANHOLE #820TC=854.9915" R.C.P.
INV.= 845.76
15" R.C.P.
INV.= 846.74 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 & PROFILEC403
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 - C403Modified / By: January 10, 2020 9:44:06 AM / dmetzPlotted / By: October 6, 2020 9:02:48 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