HomeMy WebLinkAboutC600 - Storm Plan & Profile-C602Emma Lou Cunningham et alInst. No. 2014-0305971.84 Ac.±(M)James E. Noland, Jr. etuxInst. No. 91-03007130' DRAINAGE FLOOD
ROUTE EASEMENT
INST. NO. 2020-069148
10' ASPHALT PATH 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK5' SIDEWALK5' SIDEWALK10' ASPHALT PATH
PERGOLA
W/ BENCH
PERGOLA
W/ BENCHES
PERGOLA
5' SIDEWALK
5' SIDEWALK
5'
S
I
D
E
W
A
L
K
5' SI
D
E
W
A
L
K
C.A.#1-2
o o oo o oo o oo o o o o o o o o o o oo o oo o oo o oo o oo o oW W WWWWWWW
W
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W
WWWWWWWWWWW W*
*
**
**
*
*
**
*
*
**
***
*
*
*
*
W. 116th STREET
VAR. R.D.E. & B.M.P.E
VAR. D.&U.E.
VAR. R.D.E. & B.M.P.E.
W W W
W
W
W
W
W W W W W W
EXISTING RIGHT-
O
F
-
W
A
Y
VAR. D.U.&S.S.E.
435o o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o o405
404
403
409
408
424
423
422 421 415
414
413
412
411
410
418
417
434
433
432431
443
442
440439438
437
441
457A
457456
454
453
458
455
455A
WWW455B
417A
WWW50' R.52' R/W
52' R/W77' R/W
60' 1/2 R/W40' R.
30' B-B
30' B-B18' B-B13' B-B
24' B-B
40'52' R/W
30' B-B
52' R/W30' B-B50' R/W
30' B-B
W6
12
15
11
18
17
16
13
14
8
7
5
3
2
1
4
10
9
C.A.#1-1
C.A.#1-4
C.A.#1-3
W85
0
85
5
84
9
85
1
85
2
85
3
85
4
853
854854855855854855856856855856857857855855854 855855
851 850 849 853855855853854853854856855855
8
5
5
8
5
4
855854855850855846847848849851852853854855
855856856 855855855855
855
BIO RETENTION BMP #1
2 YEAR ELEV.=849.50
10 YEAR ELEV.=850.13
INTERIM
100 YEAR ELEV.=851.51
100 YEAR ELEV.=850.99
BOTTOM ELEV.=VARIES
20'
D
.
U
.
&
S
.
S
.
E
.
2
0
'
D
.U
.&S
.S
.E
.20' D.U.&S.S.E.20' D.U.&S.S.E.15'
R
.
D
.
E
.
15'
R
.
D
.
E
.30' D.&U.E.30' D.&U.E.1
5
'
R
.D
.E
.
25'
B
.
L
.
2
5
'
B
.L
.25' B.L.25' B.L.25' B.L.25' B
.L
.
25' B.L.25' B.L.25' B.L.25' B.L.25' B.L.VAR. U.E.
10' S.S.E.
15' S.S.E.
VAR. U.E.20' B.M.P.&U.E.C.A.#1-2
25' R.D.E.
15' R.D.E.
15' R.D.E.xxxxxxxxxxxxx x x x x x
xxxxxxxxxxxxx461 12 L.F. 24" R.C.P. @ 1.00%8508518528528498
5
1
852
855
852853854
856853854855
853854
855
853854
856855 52' R/W30' B-B10' S.S.E.
10' S.S.E.851852LAKE #1
N.P.=847.00
2 YEAR ELEV.=848.30
10 YEAR ELEV.=849.26
INTERIM
100 YEAR ELEV.=851.45
100 YEAR ELEV.=853.50
BOTTOM ELEV.=835.00
460
851
852853
(PARKWAY ARTERIAL)
10' ASPHALT
PATHKEATON DRIVE(LOCAL)KE
A
T
O
N
D
R
I
V
E
(L
O
C
A
L
)KEATON DRIVE(LOCAL)VILLAGE CREEK DRIVE
(LOCAL)
VILLAGE CREEK DRIVE
(LOCAL)OTTO LANE(LOCAL)KEATON CIRCLE(LOCAL)856856857856857855856
857
85520'
B
.M
.P
.&U
.E
.
20' B.M.P.&U.E.20' D.U.&S.S.E.20' B.M.P.&
U
.
E
.
20' B.M.P.&U.E.20' B.M.P.&S.S.E.20' B.M.P.&S.S.E.15' R.D.E.15' R.D.E.1
5
'
R
.D
.E
.15' R.D.E.15' R.D.E.25' L.B.E.30' D.&U.E.15' D.&U.E.15' R.D.E.
15' R.D.E.15' R.D.E.15' R.D.E.30' D.&U.E.25' L.B.E.10' L.B.E.10' L.B.E.85185110' L.B.E.5' N.A.E.5' N.A.E.5' L.B.E.15 L.F.
15" R.C.P.
@ 0.30%115 L.F. 15" R.C.P. @ 2.63%52 L.F. 18" R.C.P. @ 0.29%
137 L.F. 12" R.C.P. @ 0.30%
138 L.F. 12" R.C.P. @ 0.30%
68
L
.
F
.
1
2
"
R
.
C
.
P
.
@
1
.
7
4
%
140 L.F. 12" R.C.P. @ 0.30%
30 L.F. 12" R.C.P. @ 0.33%
37 L.F. 15" R.C.P. @ 0.22%
105 L.F. 15" R.C.P. @ 0.22%120 L.F. 18" R.C.P. @ 0.18%33 L.F. 18" R.C.P. @ 0.21%
15 L.F. 18" R.C.P. @ 0.30%
81 L.F. 18" R.C.P. @ 0.30%62 L.F. 18"
R.
C.P.
@ 0.30
%
28 L.F. 21" R.C.P. @ 0.29%
15 L.F. 21" R.C.P. @ 0.33%
137 L.F. 24" R.C.P. @ 0.18%
49 L.F. 30" R.C.P. @ 0.33%
26 L.F. 21" R.C.P. @ 0.34%121 L.F. 21" R.C.P. @ 0.36%121 L.F. 30" R.C.P. @ 0.14%
30 L.F. 30" R.C.P. @ 0.20%
27 L.F. 30" R.C.P. @ 0.19%
106 L.F. 30" R.C.P. @ 0.18%
21 L.F. 12" R.C.P. @ 3.90%
63 L.F. 15" R.C.P. @ 0.25%33 L.F. 18" R.C.P. @ 0.18%
38 L.F. 18" R.C.P. @ 0.18%
29 L.F. 18" R.C.P. @ 0.18%
23 L.F. 12" R.C.P. @ 2.27%
84 L.F. 18" R.C.P. @ 0.19%136 L.F. 15" R.C.P. @ 0.78%118 L.F. 15" R.C.P. @ 1.38
%
70 L.F. 18" R.C.P. @ 0.23%
30 L.F. 15" R.C.P. @ 0.30%
8 L.F. 12" R.C.P. @ 0.67%
18 L.F. 21" R.C.P. @ 0.26%
18 L.F. 21" R.C.P. @ 0.29%
8 L.F. 12" R.C.P. @ 0.30%855856857855856857855854856857853855856857
85585685785419'
SPILLWAY
EL.=851.00
850
850851
852
852
853
**
*
**
*851852852852
JGV809
JGV808
JGV807
JGV806
JGV805
JGV804
JGV803
JGV802
JGV801
JGV800
JGV810
JGV811
JGV813
852855854856854855855VAR. SIGN
EASEMENT
856
STRM 410-424
SCALE: 1"=50' HOR.
1"=5' VERT.
840
850
860
840
850
860
120 L.F. 0.18% 18'' RCP
848.66848.88YARD INLET #42424" x 24" BOXSTA. 6+23TC=853.51140 L.F. 0.30% 12'' RCP
849.99850.41 CURB INLET #42348" DIA MHSTA. 4+82TC=854.8230 L.F. 0.33%
12" R.C.P. CLASS III
UP INV.=849.89
DOWN INV.=849.79 CURB INLET #42248" DIA MHSTA. 4+52TC=854.8637 L.F. 0.22%
15" R.C.P. CLASS III
UP INV.=849.54
DOWN INV.=849.46INLET #42148" DIA MHSTA. 4+15TC=854.06105 L.F. 0.22% 15'' RCP
849.13849.36 INLET #41548" DIA MHSTA. 3+11TC=854.06CURB INLET #41448" DIA MHSTA. 1+91TC=854.4533 L.F. 0.21%
18" R.C.P. CLASS III
UP INV.=847.85
DOWN INV.=847.78 CURB INLET #41348" DIA MHSTA. 1+58TC=854.4615 L.F. 0.30%
18" R.C.P. CLASS III
UP INV.=847.68
DOWN INV.=847.63MANHOLE #412WQ STR.STA. 1+43TC=854.6181 L.F. 0.30% 18'' RCP
847.29847.53 YARD INLET #41148" DIA MHSTA. 0+62TC=853.8062 L.F. 0.30% 18'' RCP
847.00847.19 END SECTION #410STA. 0+008'' SDR-35 PVC
INV=848.78
8'' SDR-35 PVC
INV=847.40
PROPOSED GRADE
PROPOSED GRADE
N.P.=847.00
EXISTING GRADE
I.E. 851.0
6" SSD I.E. 851.5
6" SSD I.E. 851.5
6" SSD
I.E. 851.1
6" SSD
I.E. 851.1
6" SSD
I.E. 851.3
6" SSD
HYDRAULIC GRADE LINEKEATON DRIVEVILLAGE CREEK DRIVE18" MIN8" WATER
18" MIN8" WATER
CONC. CRADLE
CONC. CRADLE
I.E. 850.7
6" SSD
I.E. 850.7
(2) 6" SSD
N.,W.
FUTURE GRADE
SCALE: 1"=50' HOR.
1"=5' VERT.
840
850
860
840
850
860YARD INLET #43260" DIA MHSTA. 0+00TC=853.60INLET #44348" DIA MHSTA. 4+64TC=854.1026 L.F. 0.34%
21" R.C.P. CLASS III
UP INV.=849.07
DOWN INV.=848.98INLET #44248" DIA MHSTA. 4+38TC=854.10121 L.F. 0.36% 21" R.C.P. CLASS III
848.45 848.88INLET #44148" DIA MHSTA. 3+17TC=853.9734 L.F. 0.32%
24" R.C.P. CLASS III
UP INV.=848.35
DOWN INV.=848.24INLET #44048" DIA MHSTA. 2+83TC=853.77121 L.F. 0.14% 30" R.C.P. CLASS III
847.86 848.03CURB INLET #43960" DIA MHSTA. 1+63TC=854.0430 L.F. 0.20%
30" R.C.P. CLASS III
UP INV.=847.76
DOWN INV.=847.70CURB INLET #43860" DIA MHSTA. 1+33TC=854.0427 L.F. 0.19%
30" R.C.P. CLASS III
UP INV.=847.60
DOWN INV.=847.55MANHOLE #437WQ STR.STA. 1+06TC=854.18106 L.F. 0.18% 30" R.C.P. CLASS III
847.26 847.45
8'' SDR-35 PVC
INV=844.8324'' RCP S
INV.=847.65
30'' RCP W
INV.=847.16
30'' RCP E
INV.=847.26
24'' RCP S
INV.=848.24
30'' RCP W
INV.=848.03
12'' RCP N
INV.=849.00
21'' RCP S
INV.=848.45
24'' RCP N
INV.=848.35
12'' RCP E
INV.=850.56
PROPOSED GRADE
PROPOSED GRADEEXISTING GRADE
OTTO LANEVILLAGE CREEK DRIVE8'' SDR-35 PVC
INV=847.01
I.E. 850.7
6" SSD I.E. 850.7
6" SSD
I.E. 850.4
(3) 6" SSD I.E. 850.8
(3) 6" SSD
I.E. 850.6
(3) 6" SSD
I.E. 850.8
(3) 6" SSD
18 L.F. 0.26%
21" R.C.P. CLASS III
UP INV.=849.22
DOWN INV.=849.1718" MIN8" WATER 18" MIN8" WATER
S.,E.,W.N.,E.,W.N.,S.,W.N.,S.,E.FUTURE GRADE
HYDRAULIC GRADE LINE
18" MINSTORM PIPE TABLE
NAME
EX-453
400-401
402-403
403-406
403-404
404-405
406-407
407-408
408-409
410-411
411-412
412-413
413-414
414-415
415-421
417-417A
418-455B
418-417
421-422
422-423
423-424
427-428
428-429
429-430
SIZE
18"
18"
18"
12"
15"
15"
12"
12"
12"
18"
18"
18"
18"
18"
15"
15"
15"
15"
15"
12"
12"
12"
12"
12"
LENGTH
37.64'
111.10'
51.54'
68.44'
115.43'
15.00'
146.97'
137.70'
137.18'
61.96'
80.83'
15.00'
33.01'
119.95'
104.69'
117.69'
136.11'
30.23'
37.02'
30.00'
140.05'
67.82'
130.18'
30.00'
SLOPE
0.18%
0.36%
0.29%
1.74%
2.63%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.21%
0.18%
0.22%
1.38%
0.78%
0.30%
0.22%
0.33%
0.30%
3.00%
0.72%
0.30%
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.
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.
STORM PIPE TABLE
NAME
431-432
432-437
432-433
433-434
434-435
435-436 (STUB)
437-438
438-439
439-440
440-451 (STUB)
440-441
441-450 (STUB)
441-442
442-443
443-444 (STUB)
453-458
453-454
454-455
455B-456
455A-455B
456-457
457-457A
459-EX-2
460-461
SIZE
30"
30"
24"
21"
21"
21"
30"
30"
30"
12"
24"
12"
21"
21"
21"
12"
18"
18"
18"
18"
15"
12"
12"
24"
LENGTH
49.00'
106.00'
136.91'
15.00'
28.00'
18.03'
26.52'
30.00'
120.65'
8.00'
34.00'
8.00'
121.00'
26.14'
17.99'
23.00'
29.35'
32.98'
84.13'
69.73'
62.97'
21.00'
20.85'
12.00'
SLOPE
0.33%
0.18%
0.18%
0.33%
0.29%
0.29%
0.19%
0.20%
0.14%
0.67%
0.32%
0.30%
0.36%
0.34%
0.26%
2.27%
0.18%
0.18%
0.19%
0.23%
0.25%
3.90%
0.96%
1.00%
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.
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.
SCALE: 1"=50' HOR.
1"=5' VERT.
840
850
860
840
850
860
12 L.F. 1.00%
24" R.C.P. CLASS III
UP INV.=850.38
DOWN INV.=850.25END SECTION #461STA. 0+12END SECTION #460STA. 0+00PROPOSED GRADE
EXISTING GRADE
HYDRAULIC
GRADE LINE
60160JGV-R1
AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/16/21File Name:S:\60160JGV-R\DWG\C600 - Storm Plan & Profile.dwg - C602Modified / By:March 19, 2022 4:24:36 PM / ecarsonPlotted / By:March 20, 2022 4:49:37 PM / Erik CarsonJACKSON'S GRANT VILLAGESECTION 101/18/22CITY OF CARMEL REVIEW COMMENTSAEC03/18/22CITY OF CARMEL & TRICO REVIEW COMMENTSAECNOTES
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.
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.
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.
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
LEGEND
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 C802)DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY: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: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.STORM SEWER PLAN & PROFILESC602
SEE CONCRETE COLLAR
DETAIL, SHEET C802
SEE CONCRETE COLLAR
DETAIL, SHEET C802