HomeMy WebLinkAboutC400 Street Plan and Profile-C4011280836.17STI 12"RCP_E1318835.59STI 12" PVC1866
834.50
STI 18"? RCP DEBRIS/ICESA3 N RIMSA3 N RIM*****PVMTGolfview DriveN.P.= 10 YEAR ELEV.= 2 YEAR ELEV.= 100 YEAR ELEV.= BOTTOM ELEV.= EX. WET POND WITH NATIVE BANKS833.00835.63837.14839.57817.00WW W W W W WWWWWWWWWW W804A
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C.A.#11 STEINBECK PLACE(Private)VALENTINE DRIVE
(Private)
V A L E N T IN EDRIVE(Private)31' D.U.&S.S.E.21' I.E.E.
B-B 21 ' I.E.E.B-B21 ' I.E.E.B-B21
'
I
.E
.E
.B-BWWWW20'(TYP.)9'
(TYP.)
20'(TY
P
.
)9 '(TYP.)20'
(TYP.
)9'(TYP.)481
487A 482
483485
486
487
488
486A
489
484
485A
485B
19
BEGIN CONSTRUCTION
STA. 0+00.00
POINT OF TANGENCY
STA. 0+23.86
POINT OF TANGENCY
STA. 6+51.29
POINT OF CURVATURE
STA. 2+87.10
POINT OF REVERSE CURVATURE
STA. 3+46.84
END CONSTRUCTION
STA. 6+61.13
CURVE DATA
D=6°50'12"
R=200.00
L=23.86
T=11.95
CURVE DATA
D=68°27'34"
R=50.00
L=59.74
T=34.02
CURVE DATA
D=58°08'41"
R=300.00
L=304.44
T=166.79
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.
(Private)
VALENTINE DRIVE
SCALE: 1"=50' HOR.
1"=5' VERT.
830
840
850
860
830
840
850
860
0.70%-0.70%
1.40%-0.80%
-0.77%
-3.41%GRD. CHG. STA = 3+26.55844.44GRD. CHG. STA = 6+61.13840.89PVI STA: 0+65.37
PVI ELEV: 843.81
A.D. = 2.10%
K = 19.06
40.00' VC BVCS: 0+45.37BVCE: 843.95EVCS: 0+85.37EVCE: 844.09LOW PT. STA: 0+58.71
LOW PT ELEV: 843.90
PVI STA: 0+21.00
PVI ELEV: 844.12
A.D. = -1.40%
K = 21.43
30.00' VC
BVCS: 0+06.00BVCE: 844.01EVCS: 0+36.00EVCE: 844.01HIGH PT. STA: 0+21.00
HIGH PT ELEV: 844.06PVI STA: 1+89.04
PVI ELEV: 845.54
A.D. = -2.20%
K = 27.28
60.00' VC
BVCS: 1+59.04BVCE: 845.12EVCS: 2+19.04EVCE: 845.30HIGH PT. STA: 1+97.22
HIGH PT ELEV: 845.38
PVI STA: 6+25.00
PVI ELEV: 842.13
A.D. = -2.64%
K = 20.86
55.00' VC
BVCS: 5+97.50BVCE: 842.34EVCS: 6+52.50EVCE: 841.19SECTION 2
PROPOSED GRADE
EXISTING GRADE
0+00844.0843.97844.7844.06844.2843.92843.6843.971+00 843.0844.29843.2844.64843.3844.99843.5845.292+00 843.2845.38843.0845.25842.8845.05842.7844.853+00 842.3844.65841.9844.45841.7844.26841.0844.064+00 840.6843.87840.3843.67842.7843.48842.4843.295+00 841.6843.09840.3842.90839.9842.71840.0842.516+00 840.1842.32840.2841.94840.7841.27840.90+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 6+50 6+75 843.97BEGIN CONSTRUCTION STA. 0+00.00844.75POINT OF CURVATURE STA. 2+87.10844.06POINT OF TANGENCY STA. 0+23.86841.23POINT OF TANGENCY STA. 6+51.29844.28POINT OF REVERSE CURVATURE STA. 3+46.848" WATEREX.MANHOLE #804ATC=844.0512" R.C.P.
INV.= 839.16
27" R.C.P.
INV.= 836.74
12" R.C.P.
INV.= 837.51 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 & PROFILEC401
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 - C401Modified / By: January 10, 2020 9:44:06 AM / dmetzPlotted / By: October 6, 2020 9:01:47 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