HomeMy WebLinkAboutC400 Street Plan and Profile-C404958
840.22
STI 10"CMP
1402
841.64
STI 15"RCP_EMOHAWK WB LLCMOHAWK WB LLC ******* ** *** ** Kinzer Avenue
50' R/W CROSSWALKCROSSWALK
CROSSWALK
CROSSWALKW W W W W W WW W W WW W W W W W W W W
WSDD817807
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. 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.134
127
133
167 229222 223 224 225 226 228155 154 153 152 151 158 159 160 162 163 164 165 166 156157
238 237
195 196 197 179 180 181 182 184 185 186 188 189 190 191 192 193
177 176 175 174 173 172 171 170 169 168178
161
C.A.#14 C.A.#21
C.A.#17 C.A.#18
ASTOR LANE
(Private)
TEMPLETON DRIVE
(Public)
TEMPLETON DRIVE
(Public)
TEMPLETON DRIVE
(Public)POWELL WAY(Private)LAGERFIELD DRIVE(Public)TEMPLETON DRIVE
(Public)
TEMPLETON DRIVE
(Public)
ASTOR LANE
(Private)
ASTOR LANE
(Private)91.5' R/W50' R/W 45.75' R/W EX. 45.75' HALF R/W91.5' R/W91.5' R/W21' I.E.E.B-B31' 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-B20' I.E.E.B-B21' I.E.E.B-B21' I.E.E.
B-B
CROSSWALK126
183 187 194
239
227
50' R/W 8'(TYP.)22'
(TYP.) 20'B-B20'B-B20'B-B20'B-B20'B-B20'B-B 20'B-B20'B-B20'B-B30'
B-B
50' R/W
30'
B-B
20'
B-B
20'
(TYP.)9' (TYP.)9' (TYP.)8'(TYP.)8'
(TYP.) 8'(TYP.)22'
(TYP.)
8'
(TYP.)
8'
(TYP.)
20'
(TYP.)9'(TYP.)5' B.L. & U.E. 5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.SECTION 4SECTION 3SECTION 3SECTION 2504
503
502A
498
497511
499
496
502B
502 417
512
501
495
500
492
457
453
494
478
479
472A
435A
436A
469
502C
478A
5' B.L. 5' B.L. 5' B.L.
5' B.L. 5' B.L.
CROSSWALK
BEGIN CONSTRUCTION
STA. 0+00.00
CL INTERSECTION
STA. 3+57.13
STA. 0+26.25
END CONSTRUCTION
STA. 3+62.13
END CONSTRUCTION
STA. 1+95.50
BEGIN CONSTRUCTION
STA. 0+00.00
BEGIN CONSTRUCTION
STA. 0+00.00
BEGIN CONSTRUCTION
STA. 0+00.00
END CONSTRUCTION
STA. 0+49.75
END CONSTRUCTION
STA. 5+69.00
NOTE:
EXISTING PAVEMENT AND CURBING TO BE
SAW CUT AND REMOVED. CURBS TO BE
REMOVED TO NEAREST JOINT.
(Public)
TEMPLETON DRIVE W
SCALE: 1"=50' HOR.
1"=5' VERT.
840
850
860
840
850
860
0+00843.6843.83843.2843.53843.41843.490+25 0+50 0+75843.83 BEGIN CONSTRUCTION STA. 0+00.00843.41END CONSTRUCTION STA. 0+49.75-2.08%-0.77%0.60%GRD. CHG. STA = 0+08.50843.66PVI STA: 0+49.75
PVI ELEV: 843.34
A.D. = 1.37%
K = 29.21
40.00' VC
BVCS: 0+29.75BVCE: 843.49EVCS: 0+69.75EVCE: 843.46LOW PT. STA: 0+52.22
LOW PT ELEV: 843.41
SECTION 2
PROPOSED GRADE
EXISTING GRADE
(Public)
TEMPLETON DRIVE
SCALE: 1"=50' HOR.
1"=5' VERT.
840
850
860
840
850
860
-0+60843.80843.72843.530+00 843.1843.41843.3843.49844.8843.64845.0843.951+00 845.1844.26845.6844.56846.3844.87846.8845.182+00 846.8845.56846.9845.95847.0846.34847.1846.733+00 847.5847.11848.0847.50848.5847.89849.1848.674+00 849.8849.62851.0849.94851.9850.19852.7850.455+00 853.4850.70854.0850.96854.5851.21-0+50 -0+25 0+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+75 5+25 5+50843.41BEGIN CONSTRUCTION STA. 0+00.00848.00CL INTERSECTION STA. 3+57.13851.41END CONSTRUCTION STA. 5+69.00-0.77%
1.02 %
0.60%
1.23%
1.55%
3 .7 6%GRD. CHG. STA = 0+50.00843.64GRD. CHG. STA = 1+76.70845.20 GRD. CHG. STA = 4+02.37849.70PVI STA: 0+00.00
PVI ELEV: 843.34
A.D. = 1.37%
K = 29.20
40.00' VC
BVCS: -0+20.00BVCE: 843.49EVCS: 0+20.00EVCE: 843.46LOW PT. STA: 0+02.48
LOW PT ELEV: 843.41
SECTION 3
PROPOSED GRADE
EXISTING GRADE
(Public)
TEMPLETON DRIVE
SCALE: 1"=50' HOR.
1"=5' VERT.
840
850
860
840
850
860
0+00854.9851.41855.2851.56855.5851.71855.5851.861+00856.2852.01856.3852.16856.4852.31856.3852.460+25 0+50 0+75 1+25 1+50 1+75851.41BEGIN CONSTRUCTION STA. 0+00.00852.73END CONSTRUCTION STA. 1+95.502.08%
0.60%GRD. CHG. STA = 1+85.50852.52SECTION 4
PROPOSED GRADE
EXISTING GRADE
(Public)
TEMPLETON DRIVE
SCALE: 1"=50' HOR.
1"=5' VERT.
840
850
860
840
850
860
-0+07.61848.4848.900+00848.9848.96852.2849.16853.0849.41853.7849.671+00 854.0849.93854.4850.18854.8850.44855.3850.702+00 855.4850.96855.4851.21855.5851.47854.8851.733+00854.1851.99853.6852.24852.8852.500+25 0+50 0+75 1+25 1+50 1+75 2+25 2+50 2+75 3+25 3+50848.90 BEGIN CONSTRUCTION STA. -0+07.61 852.73CL INTERSECTION STA. 3+62.132.08%
0.78%
1.03 %GRD. CHG. STA = -0+07.61848.90GRD. CHG. STA = 0+25.00849.16GRD. CHG. STA = 3+52.13852.52SECTION 3
PROPOSED GRADE
EXISTING GRADE
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 & PROFILEC404
65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/20/2019DP
I
T
E
S
G
E
E
O
TS R
P
RTE WLE
D EHVADI R
J .ADNINAI EEG NIRENOILA NSFEPROSTATE OF
S
File Name: S:\65840BKM-S3\DWG\C400 Street Plan and Profile.dwg - C404Modified / By: January 10, 2020 9:44:06 AM / dmetzPlotted / By: October 6, 2020 9:03:19 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