HomeMy WebLinkAboutC600 - Storm Plan & Profile-C600SCALE: 1"=50' HOR.
1"=5' VERT.
735
740
750
760
735
740
750
760 END SECTIONw/DEBRIS GUARD #859STA. 0+0078 L.F. 0.72% 12" R.C.P.
CLASS III
749.32
749.88MANHOLE #858.STA. 1+22TC=755.1948" DIA MH w/ 2' SUMP12" R.C.P. W
INV.=749.98
12" R.C.P. N
INV.=749.88
12" R.C.P. SE
INV.=750.25
EXISTING GRADE
PROPOSED GRADE CURB INLET #857STA. 1+35TC=754.69INL TYPE J13 L.F. 0.32%
12" R.C.P. CLASS III
UP INV.=750.02
DOWN INV.=749.98
31 L.F. 0.30%
12" R.C.P. CLASS III
UP INV.=750.21
DOWN INV.=750.12CURB INLET #857AINL TYPE JSTA. 1+65TC=754.69MANHOLE #858ASTA. 0+44TC=755.0048" DIA MH44 L.F. 0.95%
12" R.C.P. CLASS III
UP INV.=749.22
DOWN INV.=748.80
I.E. 752.2
6" SSD
I.E. 752.2
6" SSD
HYDRAULIC
GRADE LINE
o o o
N.P.=748.80LARSON DRIVESCALE: 1"=50' HOR.
1"=5' VERT.
735
740
750
760
735
740
750
760
18" R.C.P. W
INV.=748.40
21" R.C.P. N
INV.=748.30
15" R.C.P. E
INV.=748.40
15 L.F. 0.60%
12" R.C.P. CLASS III
UP INV.=749.58
DOWN INV.=749.49MANHOLE #873STA. 1+61TC=753.8348" DIA MHCURB INLET #874STA. 1+76TC=753.83INL TYPE JEXISTING GRADEMANHOLE #860STA. 0+00TC=754.5648" DIA MHPROPOSED GRADE
8" S.D.R. 26 P.V.C
INV.=745.49
161 L.F. 0.61%
15" R.C.P. CLASS III
UP INV.=749.39
DOWN INV.=748.40
I.E. 751.3
6" SSD
HYDRAULIC
GRADE LINE
SCALE: 1"=50' HOR.
1"=5' VERT.
735
740
750
760
735
740
750
760
18" R.C.P. W
INV.=748.40
21" R.C.P. N
INV.=748.30
15" R.C.P. E
INV.=748.40MANHOLE #817STA. 5+22TC=753.9948" DIA MH30 L.F. 0.47%
21" R.C.P. CLASS III
UP INV.=747.62
DOWN INV.=747.48 END SECTIONw/END SECTION #821STA. 0+0060 L.F. 0.47%
21" R.C.P. CLASS III
UP INV.=747.38
DOWN INV.=747.10CURB INLET #820STA. 0+60TC=753.8848" DIA MH w/ 2' SUMPCURB INLET #819STA. 0+90TC=753.8848" DIA MH100 L.F. 0.44%
21" R.C.P. CLASS III
UP INV.=748.16
DOWN INV.=747.72CURB INLET #818STA. 1+90TC=754.5648" DIA MH15 L.F. 0.27%
21" R.C.P. CLASS III
UP INV.=748.30
DOWN INV.=748.26
15 L.F. 0.53%
15" R.C.P. CLASS III
UP INV.=749.76
DOWN INV.=749.68CURB INLET #866STA. 5+37TC=753.9848" DIA MHEXISTING GRADE
8" S.D.R. 35 P.V.C
INV.=746.12MANHOLE #860STA. 2+05TC=754.5648" DIA MHPROPOSED GRADE
PROPOSED GRADE
317 L.F. 0.33%
18" R.C.P. CLASS III
UP INV.=749.44
DOWN INV.=748.40 HYDRAULIC
GRADE LINE
I.E. 751.5
6" SSD
I.E. 752.1
6" SSD
I.E. 751.4
6" SSD
I.E. 751.4
6" SSD
o o o
N.P.=747.10JAMES DEAN DRIVELOT #101LOT #108LOT #102LOT #107LOT #106LOT #105LOT #104LOT #103SCALE: 1"=50' HOR.
1"=5' VERT.
740
750
760
740
750
760MANHOLE #858.STA. 0+00TC=755.1948" DIA MH w/ 2' SUMPCURB INLET #875STA. 0+31TC=754.91INL TYPE J31 L.F. 2.72%
12" R.C.P. CLASS III
UP INV.=751.11
DOWN INV.=750.25
12" R.C.P. W
INV.=749.98
12" R.C.P. N
INV.=749.88
12" R.C.P. SE
INV.=750.25
EXISTING GRADE
PROPOSED GRADE
I.E. 752.4
6" SSD
HYDRAULIC
GRADE LINE750755755751757 753753751
750
748749
751752
753
755755
756
W
W W W W W W W W WEX. 10" SDR-26 P.V.C.EX. 12" WATERMAINEX. MH. #706
T.C.=756.82
10" S.D.R. 26 P.V.C S
INV.=738.08
EX. MH. #736
T.C.=755.93
8" S.D.R. 35 P.V.C S
INV.=750.50
EX. MH. #727
T.C.=755.19
8" S.D.R. 26 P.V.C S
INV.=745.62
8" S.D.R. 35 P.V.C E
INV.=747.53
8" S.D.R. 35 P.V.C W
INV.=745.83
EX. YARD INLET #799
T.C.=755.68
15" R.C.P. S
INV.=752.05
12" R.C.P. N
INV.=752.65
EX. END SECTION #800A
12" R.C.P. S
INV.=753.15
W751
752
753
754
W WEX. CURB INLET #831
T.C.=756.34
12" R.C.P. E
INV.=752.46
EX. MANHOLE #832
T.C.=756.25
12" R.C.P. W
INV.=752.05
18" R.C.P. S
INV.=751.67
EX. YARD INLET #864
T.C.=756.06
15" R.C.P. W
INV.=752.11
12" R.C.P. E
EX. YARD INLET #864A
T.C.=756.26
12" R.C.P. E
INV.=752.62
12" R.C.P. W
INV.=752.52
EX. YARD INLET #835
T.C.=757.09
12" R.C.P. W
EX. MH. #725
T.C.=757.98
8" S.D.R. 26 P.V.C E
EX. MH. #774
T.C.=756.49
8" S.D.R. 35 P.V.C S
INV.=748.22
8" S.D.R. 35 P.V.C N
INV.=748.32
750 749
751752
753
750749
751 752
750
748 749
751 752748 750
748 749
751 752 753 754747750749751752750
748 749
751752
EXISTING PATH W W W W W W W WW WW W W W W W W WW W W W W W W W W W W W W W W W W W W W W W W W W W
L.C.A. #7
1,869 sq.ft.
10' B.L. 10' B.L. 10' B.L.
10' B.L. 10' B.L. 10' B.L. 10' B.L. 10' B.L. 10' B.L.
10' B.L. 10' B.L.10' B.L.10' B.L. 10' B.L. 10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.VAR. D.U.&
L.M.A.E.15' D&U.E.15' D&U.E.15' D&U.E. 15' D&U.E. 15' D&U.E.
15' D&U.E. 15' D&U.E. 15' D&U.E. 15' D&U.E. 15' D&U.E. 15' D&U.E.15' D&U.E.15' D&U.E.10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.&U.E. 10' D.&U.E.
10' D.U.&S.S.E. 10' D.U.&S.S.E. 10' D.U.&S.S.E. 10' D.U.&S.S.E.
10' D.&U.E. 10' D.&U.E. 10' D.&U.E. 10' D.&U.E.10' D.&U.E. 10' D.&U.E.10' D.&U.E.10' B.L. VAR. D.U.PA,
L.M.A.E. & B.M.P.E.
G.C.A. #15
77,300 sq.ft.
G.C.A. #16
23,700 sq.ft.
VAR. D.U.PA,
L.M.A.E. & B.M.P.E.
818317 L.F. 18" R.C.P. @ 0.33% 100 L.F. 21" R.C.P. @ 0.44%820
30 L.F. 21"
R.C.P. @ 0.47%
821
60 L.F. 21" R.C.P. @ 0.47%
857
13 L.F. 12" R.C.P. @ 0.32%78 L.F. 12" R.C.P. @ 0.72%860
15 L.F. 21" R.C.P. @ 0.27%
866
15 L.F. 15" R.C.P. @ 0.53%
874
873
15 L.F. 12"
R.C.P. @ 0.60%
161 L.F. 15" R.C.P. @ 0.61%
875
31 L.F. 12" R.C.P. @ 2.72% LARSON DRIVE(PUBLIC)WILBUR ROAD(PRIVATE)EVERETT DRIVE
(PRIVATE)
EVERETT DRIVE
(PRIVATE)
EVERETT DRIVE
(PRIVATE)
EVERETT DRIVE
(PRIVATE) SPURR LANE(PRIVATE)50' I.E.E.
50' I.E.E.50' I.E.E.50' I.E.E.50' I.E.E.50' R/W
S
S10' D.&U.E.V.A.R. R/W
BIKE PROMENADE
3940 4142 43
101102 103 104 105 106 107 108
109
110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126
127 128 129 130 131
162
163164
165
44
45
38
37
817 JAMES DEAN DRIVE(PUBLIC)JAMES DEAN DRIVE(PUBLIC)L.C.A. #5A
3,237 sq.ft.
VAR. D.U.&
L.M.A.E.
50' R/W
30' B-B
30' B-B
30' B-B
30' B-B 30' B-B30' B-B30' B-B859
25'
858A
857A
31 L.F. 12" R.C.P. @ 0.30%
858.
819
25'
44 L.F. 12" R.C.P. @ 0.95% LARSON DRIVE(PUBLIC)V.A.R. R/W
BIKE PROMENADE
STRUCTURE TABLE
STR.#
817
818
819
820
821
857
857A
858.
858A
859
860
866
873
874
875
PUBLIC/
PRIVATE
PRIVATE
PRIVATE
PUBLIC
PUBLIC
PUBLIC
PUBLIC
PRIVATE
PRIVATE
PRIVATE
PRIVATE
PRIVATE
PRIVATE
PRIVATE
TYPE
MANHOLE
CURB INLET
CURB INLET
CURB INLET
END SECTION
w/END SECTION
CURB INLET
CURB INLET
MANHOLE
MANHOLE
END SECTION
w/DEBRIS GUARD
MANHOLE
CURB INLET
MANHOLE
CURB INLET
CURB INLET
T.C.
753.99
754.56
753.88
753.88
748.89
754.69
754.69
755.19
755.00
750.05
754.56
753.98
753.83
753.83
754.91
CASTING
TYPE
EJ-1076
EJ-7495-M2/M1
R-3501-TL/TR
R-3501-TL/TR
R-3501-TL/TR
R-3501-TL/TR
R-1772
R-1772
R-1772
R-3501-TL/TR
R-1772
EJ-7495-M2/M1
EJ-7495-M2/M1
DIA.
IN
15
21
21
21
21
12
12
12
12
12
18
15
12
DIR.
IN
N
S
S
W
SW
W
W
SE
S
SW
W
E
N
INV._IN
749.68
748.26
747.72
747.48
747.10
750.12
749.98
750.25
749.32
748.80
748.40
748.40
749.49
DIA.
OUT
18
21
21
21
12
12
12
12
21
15
15
12
12
DIR.
OUT
E
N
E
NE
E
E
N
NE
N
S
W
S
NW
INV_OUT
749.44
748.16
747.62
747.38
750.02
750.21
749.88
749.22
748.30
749.76
749.39
749.58
751.11
SLOPE
0.33%
0.44%
0.47%
0.47%
0.32%
0.30%
0.72%
0.95%
0.27%
0.53%
0.61%
0.60%
2.72%
DESCRIPTION
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C801
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C801
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C801
SEE STANDARD MANHOLE DETAIL D-25 ON SHEET C801
SEE PRE-CAST CONCRETE END SECTION DETAIL ON SHEET C801
SEE CURB INLET DETAIL ON SHEET C801
SEE CURB INLET DETAIL ON SHEET C801
SEE STANDARD MANHOLE DETAIL D-25 ON SHEET C801
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C801
SEE PRE-CAST CONCRETE END SECTION DETAIL ON SHEET C801
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C801
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C801
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C801
SEE CURB INLET DETAIL ON SHEET C801
INDOT TYPE J SEE SHEET C801
PUBLIC
PUBLIC
w/2' SUMP
w/2' SUMP
STORM SEWER PIPE TABLE
NAME
85A8-859
857A-857
874-873
873-860
866-817
875-858
860-818
820-821
857-858
858-858A
817-860
818-819
819-820
PUBLIC /
PRIVATE
PUBLIC
PUBLIC
PRIVATE
PUBLIC/
PRIVATE
PRIVATE
PRIVATE
PRIVATE
PUBLIC
PUBLIC/
PRIVATE
PRIVATE
PRIVATE
PUBLIC/
PRIVATE
PUBLIC
SIZE
12"
12"
12"
15"
15"
12"
21"
21"
12"
12"
18"
21"
21"
LENGTH
44.33'
30.55'
15.00'
161.00'
15.00'
31.47'
15.00'
60.41'
12.61'
77.79'
317.00'
99.93'
30.00'
SLOPE
0.95%
0.30%
0.60%
0.61%
0.53%
2.72%
0.27%
0.47%
0.32%
0.72%
0.33%
0.44%
0.47%
MATERIAL
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
R.C.P.
UPSTREAM
STR.#
858A
857A
874
873
866
875
860
820
857
858.
817
818
819
DOWNSTREAM
STR.#
859
857
873
860
817
858.
818
821
858.
858A
860
819
820
SANITARY LAT. CROSSING TABLE
LAT. #SAN. LAT.
TOP OF PIPE ELEV.
BOTTOM OF STORM AT
SAN. CROSSING ELEV.
101 747.65 748.24
102 747.88 748.42
103 747.97 748.50
104 748.21 748.69
105 748.36 748.82
106 748.52 748.95
107 748.72 749.08
108 748.87 749.20 DATE MARK REVISIONS BYCERTIFIED: S & A JOB NO.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: 317.849.5942SHEET NO.
DRAWN BY: CHECKED BY:STORM PLAN & PROFILESECTION FIVEC600REVISED PER CITY OF CARMEL COMMENTS06/24/21AECREVISED PER CITY OF CARMEL COMMENTS 07/26/21 AECGRAPHIC SCALE
( IN FEET )
1" = 50 FT
LEGEND
DENOTES CONSTRUCTION LIMITS
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING WATER LINE
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATER LINE
DENOTES FULL DEPTH GRANULAR BACKFILL
(SEE TRENCH DETAIL 10-31 ON SHEET C801)
NOTES
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 STANDARD
PLAN D-18 ON SHEET C801A.
ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE RCP
CLASS III.
FOR INSTALLATION OF STORM UNDER CITY STREETS AND COVER
REQUIREMENTS, SEE STANDARD DRAWING 10-31 ON SHEET C801A ON
THE TRENCH DETAIL.
ALL TOP OF CASTING ELEVATIONS FOR STORM SEWERS SHALL BE
CONSTRUCTED WITH A TOLERANCE OF 0.10 FT±.
STORM SEWERS FOR THIS DEVELOPMENT WILL BE PUBLIC.
THE CITY OF CARMEL WILL NOT MAINTAIN CURBSIDE SSDs OR STORM
SEWER IN PRIVATE ALLEYS.
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.
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.
UTILITY CROSSINGS
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.
55115PYT-S5THE GROVE at THE LEGACYAEC BKR CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/17/21DP
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File Name: S:\55115PYT-S5\DWG\C600 - Storm Plan & Profile.dwg - C600Modified / By: July 26, 2021 11:33:03 AM / ecarsonPlotted / By: July 26, 2021 11:55:42 AM / Erik Carson05/11/21 REVISED PER CITY OF CAMEL & CLIENT COMMENTS AEC. . .08/09/21