HomeMy WebLinkAboutC400 Street Plan and Profile-C405*
*W W W W W WWS807
10' PATH5' B.L. 5' B.L.5' B.L.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.148 155
154
158
156
157
147
179
180
181
182
177
176
178
C.A.#16
C.A.#17
C.A.#18MADELYNPOWELL WAY
(Private)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)ASTOR LANE(Private)91.5' R/W
31'
D.U.&S.S.E.
21' I.E.E.
B-B
21' I.E.E.B-B50' R/W20'
B-B 20'
B-B
20'
(TYP.)9'(TYP.)22'(TYP.)500
493
492
457
491 5' B.L.5' B.L.BEGIN CONSTRUCTION
STA. 0+00.00
CL INTERSECTION
STA. 0+26.25
STA. 3+57.13END CONSTRUCTION
STA. 1+26.50
NOTE:
EXISTING PAVEMENT AND CURBING TO BE
SAW CUT AND REMOVED. CURBS TO BE
REMOVED TO NEAREST JOINT.
(Private)
POWELL WAY
SCALE: 1"=50' HOR.
1"=5' VERT.
840
850
860
840
850
860
-0+500+00 847.7847.80848.7847.97848.1849.031+00 847.8849.55847.6850.08-0+25 0+25 0+75 1+25 847.80BEGIN CONSTRUCTION STA. 0+00.00848.00CL INTERSECTION STA. 0+26.25850.11 END CONSTRUCTION STA. 1+26.50-0.70%0.70%
2.08% 2.08%
2.11%
2.08%GRD. CHG. STA = -0+20.25847.87GRD. CHG. STA = 0+32.25848.12GRD. CHG. STA = 1+16.50849.90PVI STA: 0+00.00
PVI ELEV: 847.73
A.D. = 1.40%
K = 28.57
40.00' VC
BVCS: -0+20.00BVCE: 847.87EVCS: 0+20.00EVCE: 847.87LOW PT. STA: -0+00.00
LOW PT ELEV: 847.80
SECTION 3
PROPOSED GRADE
EXISTING GRADE
12" R.C.P.
INV.= 844.20
18" R.C.P.
INV.= 842.47
24" R.C.P.
INV.= 841.93
8" S.D.R. 35 P.V.C
INV.= 840.23
(Public)
BARRYMORE DRIVE
SCALE: 1"=50' HOR.
1"=5' VERT.
840
850
860
870
840
850
860
870
-1+00851.040+00 851.0850.92850.4851.18849.9851.78850.7852.201+00 851.5852.45852.0852.69852.4852.78852.5852.662+00 856.5852.65854.6852.93-0+75 -0+50 -0+25 0+25 0+50 0+75 1+25 1+50 1+75 2+25 850.92 BEGIN CONSTRUCTION STA. 0+00.00853.14END CONSTRUCTION STA. 2+35.65-0.60%
2.43%
0.98%
-0.60%-0.60%
0.60% 2.02% CL INTERSECTION STA = 0+62.50852.08CL INTERSECTION STA = 1+62.70852.73CL INTERSECTION STA = 2+15.25852.73GRD. CHG. STA = 2+35.65853.14PVI STA: 0+10.88
PVI ELEV: 850.83
A.D. = 3.03%
K = 13.20
40.00' VC
BVCS: -0+09.12BVCE: 850.95EVCS: 0+30.88EVCE: 851.31LOW PT. STA: -0+01.19
LOW PT ELEV: 850.92
PVI STA: 1+89.00
PVI ELEV: 852.57
A.D. = 1.20%
K = 33.33
40.00' VC BVCS: 1+69.00BVCE: 852.69EVCS: 2+09.00EVCE: 852.69LOW PT. STA: 1+89.00
LOW PT ELEV: 852.63
PVI STA: 1+41.36
PVI ELEV: 852.86
A.D. = -1.58%
K = 25.25
40.00' VC
BVCS: 1+21.36BVCE: 852.66 EVCS: 1+61.36EVCE: 852.74HIGH PT. STA: 1+46.21
HIGH PT ELEV: 852.78
EX. 12" R.C.P.
INV.=846.68
SECTION 3
PROPOSED GRADE
EXISTING GRADE
21" R.C.P.
INV.= 844.43
12" R.C.P.
INV.= 847.01
8" S.D.R. 35 P.V.C
INV.= 844.15
1402
841.64
STI 15"RCP_E
839.32
STI 15"RCP_E
SA3
N
RI
M
676767
CROSSWALKCROSSWALK CROSSWALKCROSSWALK
CROSSWALK
CROSSWALK
W W W W W W W W
W W W WW W WW W819
817
5' B.L.5' B.L.5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.217
219
229
225
226
228 238
237
195
196
197
192
193
169
168
C.A.#21 ASTOR LANE(Private)MADELYN DRIVE(Private)BARRYMORE DRIVE
(Public) MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public)50' R/W31'
D.U.&S.S.E.
21' I.E.E.
B-B
CROSSWALK
194239
218
227 20'B-B30'B-B50' R/W30'B-B20'B-B20'(TYP.)9'
(TYP.)
9'
(TYP.)8'(TYP.)8'(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 4
SECTION 3507
504
506 503 502A
498
497
502B
502
417
512
502C
BEGIN CONSTRUCTION
STA. 0+00.00
BEGIN CONSTRUCTION
STA. 0+00.00
END CONSTRUCTION
STA. 1+87.95
END CONSTRUCTION
STA. 2+35.65
CL INTERSECTION
STA. 0+62.50
STA. 3+82.38
CL INTERSECTION
STA. 1+62.75
STA. 3+62.13
CL INTERSECTION
STA. 2+15.25
STA. 1+95.50
CL INTERSECTION
STA. 0+79.85
STA. 1+95.50
NOTE:
EXISTING PAVEMENT AND CURBING TO BE
SAW CUT AND REMOVED. CURBS TO BE
REMOVED TO NEAREST JOINT.
(Public)
BARRYMORE DRIVE
SCALE: 1"=50' HOR.
1"=5' VERT.
840
850
860
870
840
850
860
870
-0+50 0+00 853.4853.14851.9853.65854.8854.281+00 855.0854.19854.5853.94854.6853.78853.0854.092+00 -0+250+25 0+75 1+25 1+50 1+75 2+25 853.14BEGIN CONSTRUCTION STA. 0+00.00854.28CL INTERSECTION STA. 0+79.85854.45END CONSTRUCTION STA. 1+87.95-1.02%
3.02%
2.02%GRD. CHG. STA = 0+00.00853.14PVI STA: 1+59.60
PVI ELEV: 853.59
A.D. = 4.04%
K = 12.38
50.00' VC
BVCS: 1+34.60BVCE: 853.84EVCS: 1+84.60EVCE: 854.35LOW PT. STA: 1+47.19
LOW PT ELEV: 853.78 PVI STA: 0+68.21
PVI ELEV: 854.52
A.D. = -3.04%
K = 23.05
70.00' VC
BVCS: 0+33.21BVCE: 853.81EVCS: 1+03.21EVCE: 854.16HIGH PT. STA: 0+79.75
HIGH PT ELEV: 854.28
SECTION 4
PROPOSED GRADE
EXISTING GRADE
8" WATER
15" R.C.P.
INV.= 846.18
8" S.D.R. 35 P.V.C
INV.= 843.33 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 & PROFILEC405
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 - C405Modified / By: January 10, 2020 9:44:06 AM / dmetzPlotted / By: October 6, 2020 9:04:02 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