HomeMy WebLinkAboutC400 Street Plan and Profile-C406LOW POINT STA. 3+59.37850.96(Private)
ASTOR LANE
SCALE: 1"=50' HOR.
1"=5' VERT.
840
850
860
870
840
850
860
870
0+00848.9849.30850.7849.78851.3850.27851.4850.561+00 851.0850.73851.8850.90852.1851.08852.1851.252+00 852.2851.42852.2851.59852.1851.76851.9851.933+00851.3852.10850.8852.12850.6851.87850.4851.934+00 850.0851.810+25 0+50 0+75 1+25 1+50 1+75 2+25 2+50 2+75 3+25 3+50 3+75849.30 BEGIN CONSTRUCTION STA. 0+00.00851.79END CONSTRUCTION STA. 4+02.38852.08CL INTERSECTION STA. 3+82.382.08%
-2.08%
-1.00%
1.94%
0.68%
-1.22%
1 .00%GRD. CHG. STA = 0+00.00849.30GRD. CHG. STA = 3+90.88851.90GRD. CHG. STA = 0+59.88850.46GRD. CHG. STA = 3+73.88851.90PVI STA: 3+20.13
PVI ELEV: 852.24
A.D. = -1.90%
K = 21.01
40.00' VC
BVCS: 3+00.13BVCE: 852.10EVCS: 3+40.13EVCE: 851.99HIGH PT. STA: 3+14.48
HIGH PT ELEV: 852.15
SECTION 3
PROPOSED GRADE
EXISTING GRADE
8" WATEREX. MANHOLE #807TC=850.4612" R.C.P.
INV.= 846.81
1402
841.64
STI 15"RCP_E
3139
845.94
STI 12"RCP MES_E
3179
846.68
STI 15"CMP_B
SA
3
N
R
IM
3196
847.28
STI 15"CMP_E
3201
847.71
STI 12"RCP_B
3202
847.94
STI 12"RCP_E
3230
848.62
STI 12"RCP MES_B
3231
849.08
STI 12"RCP MES_E SA3 N RIM3265
850.26
STI 12"RCP MES_B
3266
850.51
STI 12"RCP MES_E
SA3 N RIMMOHAWK WB LLC**** East City Center DriveKinzer Avenue CROSSWALKCROSSWALK
CROSSWALK
CROSSWALKCROSSWALK CROSSWALK W W W W W W W WW 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 W W WW W W W W W W W W S822
820
821
819
817807
816 812
10' PATH
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.
5' B.L. & U.E. 5' B.L. & U.E.
CROSSWALKVAR. 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)212
213
214
215
217
230
219 220 221
229222 223 224 225 226 228
216150 149 148 146
155 154 153 152 151 158 159 160 156 157
147
204
205
206
207
208
209
210
231
232
233
234
235
236
238 237
195 196 197 198 199 200
201
202
203
179 180 181 182 184 185 186 188 189 190 191 192 193
177 176 175 174 173 172 171 170 169 168178
161
C.A.#16
C.A.#21
C.A.#22
C.A.#23
C.A.#20C.A.#19
C.A.#17 C.A.#18
ASTOR LANE
(Private)
MADELYN DRIVE
(Private) BARRYMORE DRIVE(Public)MADELYN DRIVE
(Private)
TEMPLETON DRIVE
(Public)
TEMPLETON DRIVE
(Public)
MADELYN DRIVE
(Private)
TEMPLETON DRIVE
(Public) POWELL WAY(Private)MADELYN DRIVE
(Private)
TEMPLETON DRIVE
(Public)
ASTOR LANE
(Private)
ASTOR LANE
(Private)91.5' R/W50' R/W
91.5' 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.31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.
B-B21' I.E.E.B-B21' I.E.E.B-B20' I.E.E.B-B21' I.E.E.B-B21' I.E.E.
B-B21' I.E.E.B-BCROSSWALK21' I.E.E.B-B183 187 194
239
211
218
227
818
50' R/W 8'(TYP.)22'
(TYP.) 20'B-B20'B-B20'B-B20'B-B20'B-B 20'B-B20'B-B20'
B-B
30'
B-B
50' R/W
30'
B-B
20'
B-B
20'
(TYP.)9' (TYP.)20'(TYP.)9'
(TYP.)9' (TYP.)20'
(TYP.)9'(TYP.)8'(TYP.)8'
(TYP.)
8'
(TYP.) 8'(TYP.)22'
(TYP.)
8'
(TYP.)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.SECTION 4SECTION 3510
509
507
504
506
503
513
508
514
502A
498
497 511
517
499
496
502B
518
502 417
512
501
495
500
493
492
457
491
502C
5' B.L. 5' B.L. 5' B.L.
5' B.L. 5' B.L.
CL INTERSECTION
STA. 3+82.38
STA. 0+62.50
CL INTERSECTION
STA. 4+33.96
STA. 4+22.21
BEGIN CONSTRUCTION
STA. 0+00.00 BEGIN CONSTRUCTION
STA. 0+00.00
END CONSTRUCTION
STA. 4+02.38
POINT OF CURVATURE
STA. 1+46.71
POINT OF TANGENCY
STA. 2+40.96
CURVE DATA
D=90°00'00"
R=60.00
L=94.25
T=60.00
END CONSTRUCTION
STA. 5+09.21
NOTE:
EXISTING PAVEMENT AND CURBING TO BE
SAW CUT AND REMOVED. CURBS TO BE
REMOVED TO NEAREST JOINT.
ASTOR LANE
SCALE: 1"=50' HOR.
1"=5' VERT.
840
850
860
870
840
850
860
870
0+00850.0851.79849.8851.87849.2852.08848.9852.291+00 848.9852.50849.6852.71850.3852.92850.9853.132+00 852.0853.34851.7853.55851.9853.76852.0853.973+00 852.0854.18852.0854.34852.1854.49851.9854.644+00851.5854.79851.0854.94850.9855.09850.9855.245+00851.0855.390+25 0+50 0+75 1+25 1+50 1+75 2+25 2+50 2+75 3+25 3+50 3+75 4+25 4+50 4+75851.79 BEGIN CONSTRUCTION STA. 0+00.00852.89POINT OF CURVATURE STA. 1+46.71853.69POINT OF TANGENCY STA. 2+40.96854.99CL INTERSECTION STA. 4+33.96855.44END CONSTRUCTION STA. 5+09.210.60%
-1.00%
0.84%GRD. CHG. STA = 0+07.00851.72GRD. CHG. STA = 3+02.19854.20(Private)
SECTION 4
PROPOSED GRADE
EXISTING GRADE
8" WATERMANHOLE #817TC=852.14MANHOLE #818TC=853.11MANHOLE #821TC=853.60MANHOLE #822TC=855.28MANHOLE #820TC=854.99GILDER DRIVE / ASTOR LANE 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 & PROFILEC406
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 - C406Modified / By: January 10, 2020 9:44:06 AM / dmetzPlotted / By: October 6, 2020 9:04:29 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