HomeMy WebLinkAboutC600 - Storm Plan & Profile-C601Emma 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
W
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
SCALE: 1"=50' HOR.
1"=5' VERT.
840
850
860
840
850
860MANHOLE #45448" DIA MHSTA. 0+67TC=851.3738 L.F. 0.18%
18" R.C.P. CLASS III
UP INV.=847.93
DOWN INV.=847.86CURB INLET #EXEX. STRUCTURESTA. 0+00TC=852.2929 L.F. 0.18%
18" R.C.P. CLASS III
UP INV.=847.98
DOWN INV.=847.93MANHOLE #45348" DIA MHSTA. 0+38TC=851.92OUTLET CONTROL #455STA. 1+0033 L.F. 0.18%
18" R.C.P. CLASS III
UP INV.=848.04
DOWN INV.=847.98
18'' RCP S
INV.=847.93
18'' RCP N
INV.=847.93
12'' RCP W
INV.=848.43
PROPOSED GRADEEXISTING GRADE
HYDRAULIC GRADE LINE
116TH STREETCONTRACTOR TO FIELD VERIFY
LOCATION OF EXISTING GAS MAIN
(CONTACT: CENTERPOINTE ENERGY
1-800-990-1930)
18'' RCP N
INV.=847.86
EX. 15" RCP N
INV.=848.74
(TO BE REMOVED)
EX. 18"RCP S
INV.=847.79
SCALE: 1"=50' HOR.
1"=5' VERT.
840
850
860
840
850
860
21 L.F. 3.90%
12" R.C.P. CLASS III
UP INV.=850.48
DOWN INV.=849.66CURB INLET #45724" x 24" BOXSTA. 2+17TC=852.6663 L.F. 0.25% 15"
R.C.P. CLASS III
848.78 848.95CURB INLET #45624" x 24" BOXSTA. 1+54TC=852.3084 L.F. 0.19% 18" R.C.P.
CLASS III
848.52 848.68END SECTION #455ASTA. 0+00YARD INLET #455B36" x 36" BOXSTA. 0+70TC=852.8070 L.F. 0.23% 18" R.C.P.
CLASS III
848.26 848.42
18'' RCP E
INV.=848.52
18'' RCP W
INV.=848.42
15'' RCP NE
INV.=848.52
PROPOSED GRADE
EXISTING GRADE
HYDRAULIC GRADE LINE KEATON DRIVEI.E. 849.0
6" SSD I.E. 849.3
6" SSD
54" MIN8" WATEREND SECTION #457ASTA. 2+38SCALE: 1"=50' HOR.
1"=5' VERT.
840
850
860
840
850
860
30 L.F. 0.30%
15" R.C.P. CLASS III
UP INV.=849.77
DOWN INV.=849.68YARD INLET #455B36" x 36" BOXSTA. 0+00TC=852.80END SECTION #417ASTA. 2+84118 L.F. 1.38%
1
5
"
R
.
C
.
P
.
C
L
A
S
S
I
I
I
849.87
851.49CURB INLET #41748" DIA MHSTA. 1+66TC=854.10CURB INLET #41848" DIA MHSTA. 1+36TC=854.09136 L.F. 0.78% 15" R.C.
P
.
C
L
A
S
S
I
I
I
848.52
849.58
18'' RCP E
INV.=848.52
18'' RCP W
INV.=848.42
15'' RCP NE
INV.=848.52
PROPOSED GRADE
EXISTING GRADE
I.E. 850.8
6" SSD
I.E. 850.8
6" SSD
HYDRAULIC GRADE LINE KEATON DRIVE18" MIN8" WATER
SCALE: 1"=50' HOR.
1"=5' VERT.
840
850
860
840
850
860 MANHOLE #45348" DIA MHSTA. 0+00TC=851.92END SECTION #458STA. 0+2323 L.F. 2.27%
12" R.C.P. CLASS III
UP INV.=848.95
DOWN INV.=848.43 18'' RCP S
INV.=847.93
18'' RCP N
INV.=847.93
12'' RCP W
INV.=848.43
EXISTING GRADE
PROPOSED GRADE
HYDRAULIC GRADE LINE
STORM STRUCTURE TABLE
STR.#
400
401
402
403
404
405
406
407
408
409
410
411
412
413
414
415
417A
417
418
421
422
423
424
427
428
429
430
431
432
433
434
435
437
438
439
440
441
442
443
453
454
455A
455
455B
456
457
457A
458
459
460
461
TYPE
END SECTION
OUTLET CONTROL
END SECTION
YARD INLET
MANHOLE
CURB INLET
YARD INLET
YARD INLET
YARD INLET
YARD INLET
END SECTION
YARD INLET
MANHOLE
CURB INLET
CURB INLET
INLET
END SECTION
CURB INLET
CURB INLET
INLET
CURB INLET
CURB INLET
YARD INLET
END SECTION
YARD INLET
CURB INLET
CURB INLET
END SECTION
YARD INLET
MANHOLE
CURB INLET
INLET
MANHOLE
CURB INLET
CURB INLET
INLET
INLET
INLET
INLET
MANHOLE
MANHOLE
END SECTION
OUTLET CONTROL
YARD INLET
CURB INLET
CURB INLET
END SECTION
END SECTION
CURB INLET
END SECTION
END SECTION
T.C.
847.85
853.50
848.80
853.80
855.39
855.26
853.80
853.80
853.80
853.60
849.88
853.80
854.61
854.46
854.45
854.06
852.74
854.10
854.09
854.06
854.86
854.82
853.51
848.52
853.80
854.22
854.22
849.88
853.60
854.64
854.37
854.08
854.18
854.04
854.04
853.77
853.97
854.10
854.10
851.92
851.37
850.05
851.16
852.80
852.30
852.66
851.73
850.20
857.14
852.59
852.71
CASTING
TYPE
R-4884
R-4342
R-1772
R-3501-L2
R-4342
R-4342
R-4342
R-4342
R-4342
R-1772
R-3501-TL/TR
R-3501-TL/TR
R-3405
R-3501-TL/TR
R-3501-TL/TR
R-3405
R-3501-TL/TR
R-3501-TL/TR
R-4342
R-4342
R-3501-TL/TR
R-3501-TL/TR
R-4342
R-1772
R-3501-TL/TR
R-3405
R-1772
R-3501-TL/TR
R-3501-TL/TR
R-3405
R-3405
R-3405
R-3405
R-1772
R-1772
R-4884
R-1772
R-3501-L2
R-3501-L2
R-3501-TL/TR
DIA.
IN
18
18
15
12
15
12
12
12
18
18
18
18
18
15
15
15
15
12
12
12
12
12
30
24
30
21
21
21
30
30
30
24
12
21
12
21
21
18
12
18
18
18
15
15
12
24
DIR.
IN
E
SW
SW
NW
SW
W
SW
S
SW
SW
S
SW
S
W
NE
NE
SW
W
W
NE
E
E
E
S
E
S
S
S
SE
E
E
S
N
S
E
S
S
N
W
N
E
E
NE
E
E
N
INV.
IN
846.60
847.00
847.40
847.65
850.54
848.94
849.48
849.99
847.00
847.29
847.63
847.78
848.66
849.13
849.87
849.68
849.46
849.79
849.99
847.00
849.13
850.17
847.00
847.65
847.26
848.15
848.30
848.48
847.55
847.70
847.86
848.24
849.00
848.45
850.56
848.98
849.17
847.93
848.43
847.98
848.26
848.52
848.52
848.78
849.66
850.25
DIA.
OUT
18
18
15
15
12
12
12
12
18
18
18
18
18
15
15
15
15
15
12
12
12
12
12
30
24
21
21
30
30
30
30
24
21
21
18
18
18
18
18
15
12
12
12
24
DIR.
OUT
W
NE
NE
NE
SE
E
NE
N
NE
NE
N
NE
N
SW
SW
SW
E
NE
E
E
SW
W
W
W
N
N
N
W
NW
W
W
N
N
N
S
S
S
W
W
W
W
E
E
S
INV.
OUT
847.00
847.15
850.44
850.58
848.84
849.38
849.89
850.40
847.19
847.53
847.68
847.85
848.88
851.49
849.77
849.58
849.36
849.54
849.89
850.41
849.03
850.07
850.26
847.16
847.90
848.20
848.38
847.45
847.60
847.76
848.03
848.35
848.88
849.07
847.93
847.98
848.04
848.42
848.68
848.95
850.48
848.95
853.20
850.38
SLOPE
0.36%
0.29%
2.63%
0.30%
1.74%
0.30%
0.30%
0.30%
0.30%
0.30%
0.30%
0.21%
0.18%
1.38%
0.30%
0.78%
0.22%
0.22%
0.33%
0.30%
3.00%
0.72%
0.30%
0.33%
0.18%
0.33%
0.29%
0.18%
0.19%
0.20%
0.14%
0.32%
0.36%
0.34%
0.18%
0.18%
0.18%
0.23%
0.19%
0.25%
3.90%
2.27%
0.96%
1.00%
DESCRIPTION
SEE PRE-CAST CONCRETE END SECTION DETAIL ON SHEET C803A
SEE DETAIL ON SHEET C803A
SEE PRE-CAST CONCRETE END SECTION DETAIL ON SHEET C803A
SEE STANDARD MANHOLE DETAIL D-21 ON SHEET C802
SEE WQS DETAIL CS-4 - 679557-10 ON SHEET C803
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C802
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C802
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C802
SEE PRE-CAST BOX INLET DETAIL ON SHEET C802
SEE PRE-CAST BOX INLET DETAIL ON SHEET C802
SEE PRE-CAST CONCRETE END SECTION DETAIL ON SHEET C803A
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C802
SEE WQS DETAIL CS-4 - 679557-20 ON SHEET C803
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C802
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C802
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C802
SEE PRE-CAST CONCRETE END SECTION DETAIL ON SHEET C803A
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C802
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C802
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C802
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C802
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C802
SEE PRE-CAST BOX INLET DETAIL ON SHEET C802
SEE PRE-CAST CONCRETE END SECTION DETAIL ON SHEET C803A
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C802
SEE WQS DETAIL CS-3 - 679557-30 ON SHEET C803
SEE PRE-CAST BOX INLET DETAIL ON SHEET C802
SEE PRE-CAST CONCRETE END SECTION DETAIL ON SHEET C803A
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C802
SEE WQS DETAIL CS-6 - 679557-40 ON SHEET C803
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C802
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C802
SEE WQS DETAIL CS-10 - 679557-50 ON SHEET C803
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C802
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C802
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C802
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C802
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C802
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C802
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C802
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C802
SEE PRE-CAST CONCRETE END SECTION DETAIL ON SHEET C803A
SEE DETAIL ON SHEET C803A
SEE WQS DETAIL CS-5 - 679557-60 ON SHEET C803
SEE PRE-CAST BOX INLET DETAIL ON SHEET C802
SEE PRE-CAST BOX INLET DETAIL ON SHEET C802
SEE PRE-CAST CONCRETE END SECTION DETAIL ON SHEET C803A
SEE PRE-CAST CONCRETE END SECTION DETAIL ON SHEET C803A
SEE PRE-CAST BOX INLET DETAIL ON SHEET C802
SEE PRE-CAST CONCRETE END SECTION DETAIL ON SHEET C803A
SEE PRE-CAST CONCRETE END SECTION DETAIL ON SHEET C803A 60160JGV-R1
AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/16/21File Name:S:\60160JGV-R\DWG\C600 - Storm Plan & Profile.dwg - C601Modified / By:March 19, 2022 4:24:36 PM / ecarsonPlotted / By:March 20, 2022 4:49:01 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 & PROFILESC601
SEE CONCRETE COLLAR
DETAIL, SHEET C802
SEE CONCRETE COLLAR
DETAIL, SHEET C802