HomeMy WebLinkAboutC600 Storm Plan and Profile-C600T.P.
T.P.
MT.P.
12"x8"
TEE
TEMP. HYDRANT
8" VALVE 12" D.I.HYDRANT
East City Center Drive
64
65
EX. YARD INLET #38
EX. MANHOLE #414A
T.C.=850.92
15" R.C.P. S
INV.=844.19
12" R.C.P. N
INV.=844.29
12" R.C.P. W
INV.=845.64
EX. CURB INLET #418
T.C.=851.00
12" R.C.P. S
INV.=846.81
EX. CURB INLET #417
T.C.=851.23
12" R.C.P. N
INV.=846.49
12" R.C.P. E
INV.=846.39
EX. CURB INLET #420
T.C.=849.53
12" R.C.P. E
INV.=845.56
EX. CURB INLET #419
T.C.=849.71
12" R.C.P. W
INV.=845.34
12" R.C.P. S
INV.=845.24
50' R/WVAR. B.L.
VAR. D.U.&U.E.&L.M.A.E.
5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E. 5' B.L.5' B.L 50' 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.21' I.E.E.21' I.E.E.
21' I.E.E.
20' I.E.E.
VAR. D.U.&
L.M.A.E.&P.A.E.
VAR. D.U.&
L.M.A.E.&P.A.E.
VAR. D.U.&
L.M.A.E.&P.A.E.
40' SETBACK
40' SETBACK 10' D.&.U.E. 26' D.U.&S.S.E.21' I.E.E.EX. 50' R/WINST. #___________10' B.L.&D.&.U.E. 10' B.L.&D.&.U.E.
VAR. D.U.&
L.M.A.E.&P.A.E.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. 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.
40' SETBACK
5' B.L.5' B.L.10' B.L.&D.&.U.E.
10
'
B.
L
.
&
D
.
&.
U
.
E.
CROSSWALK CROSSWALKCROSSWALKCROSSWALK
CROSSWALK
CROSSWALK
W W W W W W W W
W W W W W W WW W W WW W W W W W W
W W W10' ASPHALT PATH10' ASPHALT PATH 10' ASPHALT PATH SEE INTERSECTION DETAILS
FOR ELEVATIONS AND
SLOPE DIRECTION OF PATH
SEE INTERSECTION DETAILS
FOR ELEVATIONS AND
SLOPE DIRECTION OF PATH
822 820
821
819
817
5' SIDEWALK
5' SIDEWALK 5' SIDEWALK
5' SIDEWALK
5' SIDEWALK5' B.L. 5' B.L. 5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.GILDER DRIVE
(Private)
212 213 214 215
217
230
219
229
225
226
228
216
204205 206 207 208 209 210
231 232 233 234 235
236
238
237
195
196
197
198
199
200
201
202
203
191
192
193
169
168
C.A.#21
C.A.#22
C.A.#23
C.A.#20
ASTOR LANE(Private)MADELYN DRIVE(Private)BARRYMORE DRIVE
(Public)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public) LANE 50' R/W5' SIDEWALK 5' SIDEWALK
5' SIDEWALK 5' SIDEWALK
5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK
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-B
21' I.E.E.
B-B
CROSSWALK
×
×
× ×
× ×
×
×
× ×
×
×
× ×
× ×
194239
211
218
227
818
5' SIDEWALK
5' SIDEWALK
SIDEWALK ADJACENT TO
CURB. SEE DETAIL C802
50' R/W5' 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 3
510
509
507
504
506 503
513 508 514
502A
498
497
511
517
499
502B
518
502
417
512
502C
SCALE: 1"=50' HOR.
1"=5' VERT.
835
840
850
860
835
840
850
860 MANHOLE #508STA. 1+11TC=853.34CURB INLET (DC) #513STA. 0+05TC=853.375 L.F. 3.00%
12" R.C.P. CLASS III
UP INV.=847.53
DOWN INV.=847.38
12" R.C.P. W
INV.=847.38
15" R.C.P. E
INV.=846.28
15" R.C.P. N
INV.=846.38
SECTION 4
PROPOSED GRADE
EXISTING GRADE
HYDRAULIC
GRADE LINE6"S.S.D.CURB INLET (DC) #514STA. 1+16TC=852.47116 L.F. 1 .50 % 12" R.C.P. CL ASS III845.80
847.54
SCALE: 1"=50' HOR.
1"=5' VERT.
835
840
850
860
835
840
850
860YARD INLET #512STA. 5+06TC=850.8015" R.C.P. W
INV.=845.00
21" R.C.P. S
INV.=844.90
12" R.C.P. E
INV.=845.80
SECTION 4
PROPOSED GRADE
EXISTING GRADE
HYDRAULIC
GRADE LINE
6"S.S.D.
SCALE: 1"=50' HOR.
1"=5' VERT.
835
840
850
860
835
840
850
860 YARD INLET #517STA. 2+86TC=852.1359 L.F. 0.30% 15"
R.C.P. CLASS III
846.92847.10 CURB INLET (CB) #510STA. 2+26TC=854.9841 L.F. 0.30%
15" R.C.P. CLASS III
UP INV.=846.82
DOWN INV.=846.70 CURB INLET (DC) #509STA. 1+85TC=854.2074 L.F. 0.30% 15" R.C.P.
CLASS III
846.38846.60 MANHOLE #508STA. 1+11TC=853.34111 L.F. 1.15% 15" R.C.P. CLASS III
845.00
846.28 YARD INLET #512STA. 5+06TC=850.8015" R.C.P. W
INV.=845.00
21" R.C.P. S
INV.=844.90
12" R.C.P. E
INV.=845.80
12" R.C.P. W
INV.=847.38
15" R.C.P. E
INV.=846.28
15" R.C.P. N
INV.=846.38
SECTION 4
PROPOSED GRADE
EXISTING GRADEMADELYN DRIVE8" WATER18"MIN6"S.S.D.
6"S.S.D.
HYDRAULIC
GRADE LINE
6"S.S.D.
8" S.D.R. 35 P.V.C
INV.= 844.31
STRM 502A-EX417
SCALE: 1"=50' HOR.
1"=5' VERT.
835
840
850
860
835
840
850
860 MANHOLE #502STA. 0+08TC=851.22CURB INLET (CB) #502ASTA. 1+03TC=852.50EX. CURB INLET #417STA. 0+00TC=851.05 8 L.F. 0.30%
12" R.C.P. CLASS III
UP INV.=846.52
DOWN INV.=846.50
21 L.F. 0.30%
12" R.C.P. CLASS III
UP INV.=847.00
DOWN INV.=846.94
12" R.C.P. S
INV.=846.50
12" R.C.P. N
INV.=846.60
12" R.C.P. E
INV.=846.50
EX.
EX.
SECTION 3
PROPOSED GRADE EXISTING GRADE ASTOR LANE12" R.C.P. W
INV.=846.94
12" R.C.P. E
INV.=846.84
12" R.C.P. N
INV.=846.94CURB INLET (CB) #502CSTA. 0+82TC=852.1074 L.F. 0.30%
12" R.C.P. CLASS III
UP INV.=846.84
DOWN INV.=846.62
HYDRAULIC
GRADE LINE
6"S.S.D.6"S.S.D.
8" S.D.R. 35 P.V.C
INV.= 843.99
50 L.F. 0.30% 12"
R.C.P. CLASS III
846.94847.09
STRM 502B-502C
SCALE: 1"=50' HOR.
1"=5' VERT.
835
840
850
860
835
840
850
860 CURB INLET (DC) #502BSTA. 0+50TC=851.65SECTION 3
PROPOSED GRADE
EXISTING GRADE
12" R.C.P. W
INV.=846.94
12" R.C.P. E
INV.=846.84
12" R.C.P. N
INV.=846.94CURB INLET (CB) #502CSTA. 0+82TC=852.10HYDRAULIC
GRADE LINE
6"S.S.D.6"S.S.D. BARRYMORE DRIVESCALE: 1"=50' HOR.
1"=5' VERT.
835
840
850
860
835
840
850
860 YARD INLET #518STA. 3+68TC=851.14122 L.F. 0.30% 12" R.C.P. CLASS III
846.31846.67 CURB INLET (CB) #507STA. 2+46TC=854.2531 L.F. 0.30%
15" R.C.P. CLASS III
UP INV.=846.21
DOWN INV.=846.12 CURB INLET (CB) #506STA. 2+15TC=854.0497 L.F. 0.30% 15" R.C.P. CLASS III
845.73846.02 CURB INLET (DC) #504STA. 1+18TC=853.9358 L.F. 0.35% 15"
R.C.P. CLASS III
845.43845.63 CURB INLET (CB) #503STA. 0+60TC=853.5160 L.F. 0.25% 15"
R.C.P. CLASS III
845.18845.33 CURB INLET (CB) #497STA. 3+52TC=852.3721" R.C.P. N
INV.=844.34
21" R.C.P. S
INV.=844.24
15" R.C.P. W
INV.=845.18
SECTION 4
PROPOSED GRADE
EXISTING
GRADE
BARRYMORE DRIVEMADELYN DRIVETEMPLETON DRIVE8" WATER 18"MIN
6"S.S.D.
6"S.S.D.
HYDRAULIC
GRADE LINE
6"S.S.D.
6"S.S.D. 6"S.S.D.6"S.S.D.
8" S.D.R. 35 P.V.C
INV.= 843.19
SECTION 3SECTION 4SECTION 3 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: 317.849.5942STORM SEWER PLAN & PROFILEC600
1" = 50 FT
65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/20/2019DP
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D EHVADI R
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S
File Name: S:\65840BKM-S3\DWG\C600 Storm Plan and Profile.dwg - C600Modified / By: April 10, 2020 12:24:58 PM / brobinsonPlotted / By: October 6, 2020 9:13:38 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 LEGEND
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATER LINE
PROPOSED SWALE
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL
COMMON AREAS)
Ù ADA RAMP TO BE INSTALLED
FULL DEPTH GRANULAR BACKFILL
(SEE DETAIL ON SHEET C801)
(CB) CHAIRBACK CURB
(DC) DEPRESSED CURB
870
S
848.0
870
W
> o o oNOTES:
ALL STORM STRUCTURES TO RECEIVE SOLID LID CASTINGS ARE TO BE
CONSTRUCTED TO PROVIDE ONE 4" RISER RING NO MORE, NO LESS TO ACHIEVE
PLAN RIM GRADE.
ALL YARD INLETS ARE TO BE CONSTRUCTED AT A TOLERANCE OF +0.00' TO
-0.20' OF PLAN GRADE.
ALL STORM SEWER CASTINGS SHALL BE LABELED
"DUMP NO WASTE-DRAINS TO WATERWAY"
ALL SSD'S (SUBSURFACE DRAINS) WILL NEED TO BE DOUBLE WALL SMOOTH
BORE PERFORATED (HDPE) PIPE.
DEBRIS GUARDS ARE TO BE INSTALLED ON ALL OPEN ENDED INLETS.
FOR STORM STRUCTURE SIZING AND CASTING TABLE SEE DETAIL D-18 ON
SHEET C801.
ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE RCP CLASS III.
FOR INSTALLATION OF STORM UNDER CITY STREETS AND COVER
REQUIREMENTS, SEE SHEET No. C801 ON THE TRENCH DETAIL.
ALL TOP OF CASTING ELEVATIONS FOR STORM SEWERS SHALL BE
CONSTRUCTED WITH A TOLERANCE OF 0.10 FT.±
MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS:
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.
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO
CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES,
STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY
THE CONTRACTOR'S RESPONSIBILITY.
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS
APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.
DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL
APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL
ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING
CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED
REPRESENTATIVE OF THE CITY OR CARMEL IN ADDITION TO SUPPLEMENTAL
APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION
SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS
SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN
SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS AND 10 FPS OR
GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT
THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS
INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED
TO ENSURE COMPLIANCE WITH THE DESIGN PLANS. AND AS APPROVED BY THE CITY
OF CARMEL.
STORM SYSTEM
STORM SEWERS FOR THIS DEVELOPMENT WILL BE
PRIVATE.
12/04/20