HomeMy WebLinkAboutC600 Storm Plan & Profile-C60015' R.D.E.
T/BANK ELEV. = 916.73
50' R/W
50' R/W
50' R/W
50' R/W
30' B-B
30' B-B
30' B-B
30' B-B
20' D.&U.E.
20' D.U.&S.S.E.
30' B.L.
30' B.L.
35' B.L.
30' B.L.
30' B.L. 30' B.L.
30' B.L.
30' B.L.
30' B.L.
30'B.L.
15' R.D.E.
15' R.D.E.
VAR. R.D.E.
15' R.D.E.
15' R.D.E.
30' R.D.E.&U.E.
20' D.&U.E.
15' R.D.E.
20' D.U.&S.S.E. 20' D.U.&S.S.E.
30' D.U.&S.S.E
20' D.&U.E.
20' D.&U.E.
20' D.&U.E.
20' D.U.&S.S.E.
146th STREET
15' BUFFER EASEMENT
15' BUFFER EASEMENT
15' BUFFER EASEMENT
10' BUFFER EASEMENT
TALLYN WAY
TALLYN WAY
TAMERLANE PLACE
TRAHAN DRIVE
1
2
3
4
5
20
21
22
23
24
25
26
27
19
15' R.D.E.
15' R.D.E.
15' R.D.E.
T.O.B.
T.O.B.
T.O.B.
T.O.B.
N.P.=
10 YEAR ELEV.=
2 YEAR ELEV.=
100 YEAR ELEV.=
BOTTOM ELEV.=
LAKE #1
914.03
914.34
914.60
915.54
906.03
75' 1/2 R/W
75' 1/2 R/W
30' R.D.E.
10' D.U.&S.S.E.
10' D.U.&S.S.E.
15' U.E.
15' U.E.
VAR. R.D.E.&D.&U.E.
VAR. R.D.E.
15'
10' BUFFER EASEMENT
15'
10' BUFFER EASEMENT
VAR. L.M.A.E.
5' N.A.E.
5' N.A.E.
10' SIGN ESMT.
10' SIGN ESMT.
VAR. L.M.A.E.
VAR. L.M.A.E.
5' N.A.E.
15' R.D.E.
15' R.D.E.
5' R.D.E.
VAR. R.D.E.
30' R.D.E.&U.E.
30' R.D.E.&U.E.
VAR. R.D.E.
30'
VAR. R.D.E.
SIGN 14X2
(BASE)
17.8'
18.2'
29.2'
110.7'
17.5'
51.0'
SCALE: 1"=50' HOR.
1"=5' VERT.
DBL CURB INLET #135
EJ-7495-M1/M2 [SPEC. STR.]
STA. 1+80
TC=919.39
EXISTING GRADE
PROPOSED GRADE
TALLYN WAY
INV.=912.41
150 L.F. 0.30% 18" R.C.P. CLASS III
914.45 914.90
30 L.F. 0.50%
12" R.C.P. CLASS III
UP INV.=915.15
DOWN INV.=915.00
YARD INLET #129
EJ-6489-N [STD MH]
STA. 0+86
TC=918.07
8" S.D.R. 35 P.V.C
DBL CURB INLET #134
EJ-7495-M4 [SPEC. STR.]
W/2' SUMP
STA. 1+50
TC=919.48
HYDRAULIC GRADE LINE
18" R.C.P. NW
INV.=914.35
15" R.C.P. S
INV.=914.45
18" R.C.P. E
INV.=914.45
6"S.S.D.
6"S.S.D. 6"S.S.D.
0.23 %
3 0.67 %
3
914.55 3
915.20
3
914.45
914.55
914.55
918.14
919.44
919.44
SCALE: 1"=50' HOR.
1"=5' VERT.
YARD INLET #142
EJ-6489-N [STD MH]
STA. 3+21
TC=918.78
111 L.F. 0.58% 12" R.C.P. CLASS III
914.98 915.62
CURB INLET #141
EJ-7495-M4 [STD MH]
STA. 2+10
TC=922.16
END SECTION #138
STA. 0+00
YARD INLET #143
EJ-6489-N [2' x 2' BOX]
STA. 4+22
TC=919.77
EXISTING GRADE
PROPOSED GRADE
N.P.=914.03
180 L.F. 0.41% 15" R.C.P. CLASS III
913.90
914.64
30 L.F. 0.47%
12" R.C.P. CLASS III
UP INV.=914.88
DOWN INV.=914.74
101 L.F. 1.07% 12" R.C.P. CLASS III
915.72
916.80
HYDRAULIC GRADE LINE
TALLYN WAY
CURB INLET #140
EJ-7495-M4 [STD MH]
W/2' SUMP
STA. 1+80
TC=922.09
6"S.S.D.
6"S.S.D.
6"S.S.D.
6"S.S.D.
6"S.S.D.
6"S.S.D.
0.39 %
0.54 %
0.30 %
1.00 %
181
112
100
914.03
914.73
915.02
3 3
9
16.72
922.18
922.18
918.90
920.00
3
914.92
914.74
SCALE: 1"=50' HOR.
1"=5' VERT.
60 L.F. 0.39% 12"
R.C.P. CLASS III
914.00
914.24
YARD INLET #145
R-6489-N [2' x 2' BOX]
STA. 0+60
TC=917.35
END SECTION #144
STA. 0+00
EXISTING GRADE
PROPOSED GRADE
N.P.=914.03
HYDRAULIC GRADE LINE
6"S.S.D.
65 0.30 %
914.22 914.03
917.44
SCALE: 1"=50' HOR.
1"=5' VERT.
CURB INLET #125
EJ-7495-M4 [STD MH]
STA. 3+71
TC=919.60
END SECTION #130
STA. 0+00
86 L.F. 0.50% 18" R.C.P. CLASS
III
913.92
914.35
YARD INLET #129
EJ-6489-N [STD MH]
STA. 0+86
TC=918.07
145 L.F. 0.25% 15" R.C.P. CLASS III
914.45 914.82
YARD INLET #127
EJ-1045 [STD MH]
STA. 2+31
TC=919.59
CURB INLET #126
EJ-7495-M4 [STD MH]
2' SUMP
STA. 3+41
TC=919.64
30 L.F. 0.57%
12" R.C.P. CLASS III
UP INV.=915.55
DOWN INV.=915.38
EXISTING GRADE
PROPOSED GRADE
TAMERLANE PLACE
HYDRAULIC GRADE LINE
18" R.C.P. NW
INV.=914.35
15" R.C.P. S
INV.=914.45
18" R.C.P. E
INV.=914.45
110 L.F. 0.33% 12" R.C.P. CLASS III
914.92
915.28
6"S.S.D.
6"S.S.D. 6"S.S.D. 6"S.S.D.
918.14
87 0.48 %
914.03
0.22 %
149 0.30 %
108
3
0.33 %
914.45
914.55
914.88
914.98 915.30
915.50
915.40
919.70
919.58
919.58
914.55
914.55
914.45
DATE MARK REVISIONS BY
CERTIFIED:
S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:
672(33(/:(57+
$/:$<621
(DVWWK6WUHHW)LVKHUV,1
SKRQH ID[
STORM PLAN & PROFILE
C600
ADDED STORM PROFILE JSM
REVISED PER CLIENT COMMENTS ADG
ASBUILTS ADG
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. 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 SEWER NOTE
67302PLA
TALLYN'S RIDGE
JSM/ADG BAH
CLAY TOWNSHIP HAMILTON COUNTY, INDIANA
11/25/2015
APPROVAL PENDING
NOT FOR CONSTRUCTION
08/21/15
11/25/15 REVISED PLANS PER NEW DEVELOPER
01/18/16 REVISED PER CROSSROADS COMMENTS ADG
Know what's
R
CONSTRUCTION LIMITS
1" = 50 FT
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
SHT. C203.
ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL
BE RCP CLASS III.
FOR INSTALLATION OF STORM UNDER CITY STREETS AND
COVER REQUIREMENTS, SEE SHEETS No. C802 ON THE
TRENCH DETAIL.
THERE SHOULD BE NO LESS THAN 2.5 FEET OF COVER ALONG
ANY PART OF THE PIPE FROM FINAL PAVEMENT OR FINAL
GROUND SURFACE ELEVATION TO THE TOP OF THE PIPE.
DENOTES FULL DEPTH GRANULAR
BACKFILL
(SEE RCP TRENCH DETAIL 10-28 ON SHEET C802
FOR MATERIAL AND SPECIFICATIONS.)