HomeMy WebLinkAboutC600 Storm Plan and Profile-C602T.P.
TV.P.
TV.P.
APARTMENT BUILDING
8" TEE 8" TEE
8" VALVE
8" VALVE
8" VALVE
8" VALVE
TEMP. HYDRANT
TEMP. HYDRANT
8" VALVE
8" D.I.8" D.I.8" D.I.
HYDRANT
HYDRANT
8" VALVE
East Auman DriveEX. 4' MH #805
T.C.=845.97
8" S.D.R. 26 P.V.C N
INV.=833.92
8" S.D.R. 26 P.V.C E
INV.=833.72
EX. 4' MH #806
T.C.=844.42
8" S.D.R. 35 P.V.C N
INV.=836.88
8" S.D.R. 26 P.V.C S
INV.=835.25
8" S.D.R. 35 P.V.C E
INV.=836.88
EX. MANHOLE #453
T.C.=844.67
24" R.C.P. N
INV.=839.80
27" R.C.P. S
INV.=839.70
12" R.C.P. E
INV.=839.80
EX. CURB INLET #454
T.C.=844.89
12" R.C.P. W
INV.=840.38
EX. YARD INLET #435A
T.C.=843.96
36" R.C.P. E
INV.=838.49
27" R.C.P. N
INV.=838.49
EX. CURB INLET #445
T.C.=843.85
15" R.C.P. N
INV.=838.65
15" R.C.P. SW
INV.=838.75
EX. CURB INLET #444
T.C.=843.61
12" R.C.P. N
INV.=840.33
EX. CURB INLET #468
T.C.=843.48
15" R.C.P. S
INV.=838.96
15" R.C.P. NE
INV.=838.86
EX. YARD INLET #469
T.C.=842.59
15" R.C.P. N
INV.=839.19
40' SETBACK
21' I.E.E.
31'
D.U.&S.S.E.
46' R/W
31'
D.U.&S.S.E.
21' I.E.E.5' BL5' BL 5' BL 5' B.L.5' B.L.10' D.&.U.E.10' D.&.U.E. EX. 50' R/W
5' BL5' BL 5' B.L. & U.E.5' B.L. & U.E.5' B.L.Auman Drive East21' I.E.E.
31'
D.U.&S.S.E.
36'
D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.21' I.E.E.VAR. D.U.&
L.M.A.E.&P.A.E.50' R/W46' R/W
5' B.L.5' B.L.10' B.L. 5' BL
VAR.
D.U.&
L.M.A.E.&
P.A.E.10' D.&.U.E. 10' D.&.U.E. 40' SETBACK 10' B.L.VAR. B.L. 1
0'
B
.
L
.
10' P.A.E.10' P.A.E. 10' P.A.E.
EX. 50' R/W
5' BL
10' D.&.U.E. 10' D.&.U.E. 10' D.&.U.E.
5' BL 5' BL 5' BL 5' BL
5' BL
5' BL 5' BL 5' BL 5' BL5' BL 5' BL VAR.
S.L.E. 10'10'10'10'
VAR.
S.L.E.
VAR.
S.L.E. 10'15'10'15' 10'VAR.
S.L.E.
CROSSWALK
CROSSWALK
W W W W W W W W W WWW W W W W W W
W W W
W W10' ASPHALT PATH 10' ASPHALT PATHSEE INTERSECTION DETAILS
FOR ELEVATIONS AND
SLOPE DIRECTION OF PATH
SEE INTERSECTION DETAILS
FOR ELEVATIONS AND
SLOPE DIRECTION OF PATH
S
D
D
812
811A
811 8055' SIDEWALK5' 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.40' SETBACK
119 118 117 116 115 114 113 112 111 110 109
135
134
132
131
127
124
123
122 121 120
133
130 129128
142 167
146
145
144
143
160
162
163
164
165
166
161
C.A.#14
C.A.#15 MADELYN DRIVE(Private)STEINBECK PLACE
(Private) ASTOR LANE(Private)LAGERFIELD DRIVE
(Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)31'
D.U.&S.S.E.
45.75' R/W EX. 45.75' HALF R/W
91.5' R/W
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK5' SIDEWALK
5' SIDEWALK
5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK21' I.E.E.
B-B
31'
D.U.&S.S.E.
31'
D.U.&S.S.E.
36'
D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.
B-B
21' I.E.E.
B-B 21' I.E.E.B-B× ×
× ×
×
× ×
×
×
× ×
× ×
126
125
5' SIDEWALK 5' SIDEWALK
W W
21' I.E.E.
B-B
SECTION 3
SECTION 2
469A
474
453
476
475
494
477
478
479
472B
472A
435A
436A
469
478ACROSSWALK
SCALE: 1"=50' HOR.
1"=5' VERT.
830
840
850
830
840
850 YARD INLET #477STA. 4+98TC=844.16256 L.F. 0.25% 15" R.C.P. CLASS III
839.61
840.26 MANHOLE #476STA. 2+42TC=845.7573 L.F.0.47% 15" R.C.P.
CLASS III
839.17 839.51 CURB INLET (CB) #475STA. 1+69TC=845.3443 L.F. 0.15%
21" R.C.P. CLASS III
UP INV.=839.07
DOWN INV.=839.01 DBL CURB INLET (DC) #472BSTA. 1+27TC=844.6259 L.F. 0.15%24"
R.C.P. CLASS III
838.82838.91 CURB INLET (CB) #472ASTA. 0+68TC=843.7749 L.F. 0.15%
27" R.C.P. CLASS III
UP INV.=838.72
DOWN INV.=838.65 CURB INLET (CB) #436ASTA. 0+20TC=843.8120 L.F. 0.15%
27" R.C.P. CLASS III
UP INV.=838.55
DOWN INV.=838.52EX. MANHOLE #435ASTA. 0+00TC=843.7727" R.C.P. W
INV.=838.52
27" R.C.P. N
INV.=838.52
36" R.C.P. E
INV.=838.43
24" R.C.P. E
INV.=838.91
15" R.C.P. S
INV.=839.11
21" R.C.P. W
INV.=839.01
15" R.C.P. SW
INV.=839.17
21" R.C.P. E
INV.=839.07 12" R.C.P. S
INV.=838.92
24" R.C.P. W
INV.=838.82
27" R.C.P. NE
INV.=838.72
EX.
EX.
SECTION 2
PROPOSED GRADEEXISTING GRADE TEMPLETON DRIVE WMADELYN DRIVELAGERFIELD DRIVE8" WATER 18"MIN8" WATER 18"MIN6"S.S.D.
6"S.S.D.
6"S.S.D.
HYDRAULIC
GRADE LINE
6"S.S.D. 6"S.S.D.
8" S.D.R. 35 P.V.C
INV.= 836.39CURB INLET (CB) #475STA. 1+69TC=845.34DBL CURB INLET (DC) #472BSTA. 1+27TC=844.62CURB INLET (CB) #472ASTA. 0+68TC=843.77SCALE: 1"=50' HOR.
1"=5' VERT.
830
840
850
830
840
850 YARD INLET #474STA. 0+20TC=844.8020 L.F. 0.45%
12" R.C.P. CLASS III
UP INV.=840.25
DOWN INV.=840.16
SECTION 2
PROPOSED GRADE EXISTING GRADE
15" R.C.P. S
INV.=839.61
15" R.C.P. NE
INV.=839.51
12" R.C.P. W
INV.=840.16MANHOLE #476STA. 2+42TC=845.75HYDRAULIC
GRADE LINE
SCALE: 1"=50' HOR.
1"=5' VERT.
830
840
850
830
840
850 CURB INLET (DC) #479STA. 0+59TC=844.7859 L.F. 0.24% 15"
R.C.P. CLASS III
839.11839.25 DBL CURB INLET (DC) #472BSTA. 1+27TC=844.6224" R.C.P. E
INV.=838.91
15" R.C.P. S
INV.=839.11
21" R.C.P. W
INV.=839.01
SECTION 2
PROPOSED GRADE
EXISTING GRADE
LAGERFIELD DRIVEHYDRAULIC
GRADE LINE
6"S.S.D. 6"S.S.D.
STRM 478A-472A
SCALE: 1"=50' HOR.
1"=5' VERT.
830
840
850
830
840
850 CURB INLET (CB) #472ASTA. 0+68TC=843.7731 L.F. 0.30%
12" R.C.P. CLASS III
UP INV.=839.01
DOWN INV.=838.92CURB INLET (CB) #478STA. 0+31TC=843.9712" R.C.P. S
INV.=838.92
24" R.C.P. W
INV.=838.82
27" R.C.P. NE
INV.=838.72
SECTION 2
PROPOSED GRADE
EXISTING GRADE
LAGERFIELD DRIVECURB INLET (CB) #478ASTA. 0+67TC=843.5836 L.F. 0.30%
12" R.C.P. CLASS III
UP INV.=839.22
DOWN INV.=839.11
8" WATER18"MINHYDRAULIC
GRADE LINE
6"S.S.D.6"S.S.D. 6"S.S.D.
STRM 494-EX453
SCALE: 1"=50' HOR.
1"=5' VERT.
835
840
850
860
835
840
850
860 CURB INLET (CB) #494STA. 0+20TC=845.6120 L.F. 0.30%
12" R.C.P. CLASS III
UP INV.=840.50
DOWN INV.=840.44 EX. MANHOLE #453STA. 0+00TC=845.2712" R.C.P. W
INV.=840.44
12" R.C.P. E
INV.=840.02
24" R.C.P. N
INV.=840.02
27" R.C.P. S
INV.=839.92
EX.
EX.
EX.
SECTION 3
PROPOSED GRADE
EXISTING GRADE
HYDRAULIC
GRADE LINE
6"S.S.D.
STRM 469A-EX469
SCALE: 1"=50' HOR.
1"=5' VERT.
830
840
850
830
840
850 CURB INLET (DC) #469ASTA. 0+83TC=845.8283 L.F. 0.30% 12" R.C.P.
CLASS III
838.93839.18 EX. YARD INLET #469STA. 0+00TC=844.11EX. 12" R.C.P. N
INV.=838.83
SECTION 2
PROPOSED GRADE
EXISTING GRADE
HYDRAULIC
GRADE LINE
6"S.S.D.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 & PROFILEC602
1" = 50 FT
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\C600 Storm Plan and Profile.dwg - C602Modified / By: April 10, 2020 12:24:58 PM / brobinsonPlotted / By: October 6, 2020 9:15:56 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