HomeMy WebLinkAboutC600 - Storm Plan & Profile-C600SCALE: 1"=40' HOR.
1"=4' VERT.
840
850
860
840
850
860
8'' SDR-35 PVC
INV=846.32
PROPOSED GRADE
EXISTING GRADEVILLAGE CREEK DRIVEI.E. 850.8
6" SSDINLET #43648" DIA MHSTA. 3+65TC=854.08118 L.F. 0.29% 21" R.C.P. CLASS III
848.53 848.87
15 L.F. 0.29%
21" R.C.P. CLASS III
UP INV.=848.91
DOWN INV.=848.87
HYDRAULIC GRADE LINEMANHOLE #435STA. 2+29TC=854.08CONC.
CRADLE 24" MIN8" WATEREmma Lou Cunningham et alInst. No. 2014-0305971.84 Ac.±(M)JACKSON'S GRANT ONWILLIAMS CREEK SECTION 5Inst. No. 2017-054815Plat Cab. 5, Slide 758SS
S
S
S
S SVAR. D.U.&S.S.E.Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-01356330'30' DRAINAGE FLOOD
ROUTE EASEMENT
INST. NO. 2020-069148
BILLY CREEK ASSOCIATES
Inst. No. 92-022718
10 Ac.±(D)
(Parcel 2)SPRINGMILL ROADVAR. R.D.E. & B.M.P.E.
435o o oo o oo o oo o oo o oo o o430429
428
427
434
433
432431
443
442
440439438
437
441
25' B.L.25' B.L.25' B.L.25' B.L.10' S.S.E.
15' S.S.E.
VAR. U.E.
459
EX-2SPRINGMILL ROAD10' S.S.E.(PARKWAY COLLECTOR)(PARKWAY COLLECTOR)VILLAGE CREEK DRIVE
(LOCAL)
VILLAGE CREEK DRIVE
(LOCAL)OTTO LANE(LOCAL)OTTO LANE(LOCAL)20' B.M.P.&U.E.20' B.M.P.&S.S.E.20' B.M.P.&S.S.E.20' B.M.P.&S.S.E.15' R.D.E.15' D.&U.E.15' D.&U.E.15' R.D.E.
15' R.D.E.15' R.D.E.WWW*
*
VAR. SI
G
N E
ASE
ME
NT
447 445
444
446
450
452
451
447A
50' 1/2 R/W
50' 1/2 R/W
W W W
WWWWWWW*
W W W W W W
W W
JGV819
JGV816JGV818
ALLEY B
(PRIVATE)ALLEY C(PRIVATE)ALLEY D
(PRIVATE)
JGV817
JGV815WW
WWW436
856
856
855
852852853854
855
852853854855853854856 856857855856857855
855
854
854855855
856
855
855
855 855855856855854856ALLEY A
(PRIVAT
E
)ALLEY A(PRIVATE)855855856855
JGV820
ALLEY E
(PRIVATE)
451A
**
*
*
***
*
*
*
*
10' B.L.
10' B.L.
10' D.U.&S
.
S
.
E
.
10' D.U.&S.S.E.
10' D.U.&S.S.E.5' WALK5' WALK5' WALK5' WALK
5' WALK
5' WALK5' WALK5' WALK
5' WALK
5' WALK5' WALK5' WALK 5' WALK5' WALK5' WALK 5' WALK
5' WALK
10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.
FUT. BLDG.
5' L.B.E.5' L.B.E.5' L.B.E.5' L.B.E.VAR. I.E.E.VAR. I.E.E.&
D.U.&S.S.E.
VAR. I.E.E.&
D.U.&S.S.E.VAR. D.U.&S.S.E.VAR. D.U.&S.S.E.
VAR. D.U.&S.S.E.
VAR. I.E.E.&
D.U.&S.S.E.
464
463462
85585385485585285385485585
5 85
2
85
3
85
4855853854856855
855
855
85
6
8
5
7
855*
*
*8558' WALK
855
855
856
856
855
15' S.S.E.
38
*
856
5' WALK
5' WALK5' WALK13' D.U.&S.S.E.
30' D.U. & S.S.E.
JGV814
66
56 59555857 626160
63
64
65
48 C.A. 2-814,549 sq.ft.71 70 69 68 67
54
52
53
51
49
50
C.A. 2-71,995 sq.ft.
37
34 36
35
33
47
46
45 10' B.L.10' B.L.WWWVILLAGE CORNER COURT(PRIVATE)C.A. 2-666,196 sq.ft.85285385439
44
424140
43C.A. #2-9350 sq.ft.STRM 440-452
SCALE: 1"=40' HOR.
1"=4' VERT.
840
850
860
840
850
860YARD INLET #45224" x 24" BOXSTA. 2+95TC=854.50INLET #45124" x 24" BOXSTA. 1+22TC=853.61EX. INLET #44048" DIA MHSTA. 0+00TC=853.778'' SDR-35 PVC
INV=845.17
24'' RCP S
INV.=848.24
30'' RCP W
INV.=848.03
12'' RCP N
INV.=849.15
PROPOSED GRADE
EXISTING GRADE
111 L.F. 0.56% 12" R.C.P. CLAS
S
I
I
I
850.45
851.07
114 L.F. 0.67% 12" R.C.P. C
L
A
S
S
I
I
I
849.06
849.82
HYDRAULIC GRADE LINE
I.E. 850.3
6" SSD INLET #451A24" x 24" BOXSTA. 1+84TC=854.0062 L.F. 0.69% 12" R.C.P.
CLASS III
849.92 850.35
I.E. 850.7
6" SSD I.E. 851.2
6" SSD
SCALE: 1"=40' HOR.
1"=4' VERT.
840
850
860
840
850
860YARD INLET #45024" x 24" BOXSTA. 1+73TC=854.70EX. INLET #44148" DIA MHSTA. 0+00TC=853.9721'' RCP S
INV.=848.45
24'' RCP N
INV.=848.35
12'' RCP E
INV.=850.56
EXISTING GRADE
PROPOSED GRADE
HYDRAULIC GRADE LINE
165 L.F. 0.30% 12" R.C.P. CLASS III
850.58
851.08
24" MIN8" WATER
I.E. 851.4
6" SSD
SCALE: 1"=40' HOR.
1"=4' VERT.
840
850
860
840
850
860INLET #44548" DIA MHSTA. 0+00TC=854.1912'' RCP W
INV.=849.97
18'' RCP N
INV.=849.87
12'' RCP E
INV.=849.97
12'' RCP S
INV.=849.97
PROPOSED
GRADE
EXISTING GRADE
HYDRAULIC GRADE LINE
49 L.F. 0.69%
12" R.C.P. CLASS III
UP INV.=850.31
DOWN INV.=849.97
I.E. 850.9
6" SSD
STRM 445-447A
SCALE: 1"=40' HOR.
1"=4' VERT.
840
850
860
840
850
860 INLET #44548" DIA MHSTA. 0+00TC=854.19INLET #44724" x 24" BOXSTA. 1+65TC=854.22INLET #447A24" x 24" BOXSTA. 3+25TC=854.428'' SDR-35 PVC
INV=847.72
12'' RCP W
INV.=849.97
18'' RCP N
INV.=849.87
12'' RCP E
INV.=849.97
12'' RCP S
INV.=849.97
PROPOSED GRADE
EXISTING GRADE
165 L.F. 0.30% 12'' RCP
849.97
850.46
160 L.F. 0.30% 12'' RCP
850.56
851.05
HYDRAULIC GRADE LINE
I.E. 851.5
6" SSD I.E. 850.9
6" SSD
I.E. 850.9
6" SSDCONC. CRADLE
24" MIN8" WATER
SCALE: 1"=40' HOR.
1"=4' VERT.
840
850
860
840
850
860
12'' RCP W
INV.=849.97
18'' RCP N
INV.=849.87
12'' RCP E
INV.=849.97
12'' RCP S
INV.=849.97
8'' SDR-35 PVC
INV=847.88
PROPOSED GRADE
PROPOSED GRADE
EXISTING GRADE
8'' SDR-35 PVC
INV=847.8418" MIN8" WATER
CONC. CRADLE INLET #44448" DIA MHSTA. 10+48TC=854.19INLET #44548" DIA MHSTA. 11+82TC=854.19INLET #44624" x 24" BOXSTA. 13+06TC=854.19124 L.F. 0.42% 12" R.C.P. CLASS III
849.97
850.49
134 L.F. 0.22% 18" R.C.P. CLASS III
849.58 849.87
101 L.F. 0.26% 21" R.C.P. CLASS III
849.22 849.48
18 L.F. 0.26%
21" R.C.P. CLASS III
UP INV.=849.22
DOWN INV.=849.17MANHOLE #443STA. 9+29TC=854.10I.E. 850.9
6" SSD
I.E. 850.9
6" SSD I.E. 850.9
6" SSD
HYDRAULIC GRADE LINE
CONC. CRADLE
STORM PIPE TABLE
NAME
445-446
441-450
447-447A
435-436
445-447
444-445
443-444
451A-452
440-451
436 (STUB)
463-464
462-463
445-448 (STUB)
430-462
451-451A
SIZE
12"
12"
12"
21"
12"
18"
21"
12"
12"
21"
12"
12"
12"
12"
12"
LENGTH
124.32'
165.30'
160.00'
117.71'
165.00'
134.04'
101.07'
111.00'
114.00'
15.00'
135.50'
126.00'
49.50'
25.14'
62.30'
SLOPE
0.42%
0.30%
0.30%
0.29%
0.30%
0.22%
0.26%
0.56%
0.67%
0.29%
0.32%
0.37%
0.69%
1.95%
0.69%
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.
HDPE
HDPE
HDPE
STORM STRUCTURE TABLE
STR.#
436
444
445
446
447
447A
448
450
451
452
462
463
464
TYPE
INLET
INLET
INLET
INLET
INLET
INLET
INLET
YARD INLET
INLET
YARD INLET
YARD INLET
YARD INLET
YARD INLET
T.C.
854.08
854.19
854.19
854.19
854.22
854.42
854.19
854.70
853.61
854.50
854.50
855.10
855.70
CASTING
TYPE
R-3405
R-3405
R-3405
R-3405
R-3405
R-3405
R-3405
R-4342
R-3405
R-4342
1299CGD
1299CGD
1299CGD
DIA.
IN
21
18
12
12
12
12
12
12
12
DIR.
IN
S
S
W
E
S
S
E
E
E
INV.
IN
848.87
849.58
849.97
849.97
849.97
850.56
849.92
850.95
851.52
DIA.
OUT
21
21
18
12
12
12
12
12
12
12
12
12
12
DIR.
OUT
N
N
N
N
E
N
W
W
S
W
SW
W
W
INV.
OUT
848.87
849.48
849.87
850.49
850.46
851.05
850.49
851.08
849.82
851.07
850.85
851.42
851.95
SLOPE
0.29%
0.26%
0.22%
0.42%
0.30%
0.30%
0.69%
0.30%
0.67%
0.56%
1.95%
0.37%
0.32%
DESCRIPTION
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 CATCH BASIN DETAIL ON SHEET C802
SEE CATCH BASIN DETAIL ON SHEET C802
SEE CATCH BASIN DETAIL ON SHEET C802
SEE CATCH BASIN DETAIL ON SHEET C802
SEE CATCH BASIN DETAIL ON SHEET C802
SEE CATCH BASIN DETAIL ON SHEET C802
SEE CATCH BASIN DETAIL ON SHEET C802
SEE NYLOPLAST DRAIN BASIN DETAIL ON SHEET C802
SEE NYLOPLAST DRAIN BASIN DETAIL ON SHEET C802
SEE NYLOPLAST DRAIN BASIN DETAIL ON SHEET C802
SCALE: 1"=40' HOR.
1"=4' VERT.
845
850
860
845
850
860
25 L.F. 1.95%
12" ADS N-12/HANCOR DUAL WALL
UP INV.=850.85
DOWN INV.=850.36
136 L.F. 0.32%
12" ADS N-12/HANCOR DUAL WALL
851.52 851.95
126 L.F. 0.37%
12" ADS N-12/HANCOR DUAL WALL
850.95
851.42
12'' RCP W
INV.=850.26YARD INLET #462NYLOPLASTDRAIN BASINSTA. 0+25TC=854.50YARD INLET #463NYLOPLASTDRAIN BASINSTA. 1+51TC=855.10YARD INLET #464NYLOPLASTDRAIN BASINSTA. 2+87TC=855.70PROPOSED GRADE
EXISTING GRADECURB INLET #43048" DIA MHSTA. 0+00TC=854.22HYDRAULIC GRADE LINE
60160JGV-R2
AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/16/22File Name:S:\60160-JGV-R2\DWG\C600 - Storm Plan & Profile.dwg - C600Modified / By:July 27, 2022 9:04:17 AM / RMorrisPlotted / By:September 29, 2022 11:29:31 AM / Raven MorrisJACKSON'S GRANT VILLAGESECTION 2NOTES
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±.
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 & PROFILESC600REVISED PER REVIEW COMMENTS07/18/22RBMSTORM SYSTEM
STORM SEWER FROM STR #430 TO STR #464, AND SUB-SURFACE DRAINS CONNECTING TO
STR #450 AND STR #452 WILL BE PRIVATE. ALL OTHER STORM SEWERS FOR THIS
DEVELOPMENT WILL BE COUNTRY REGULATED, AND WILL LIE WITHIN A 30' REGULATED
DRAIN EASEMENT.
DRAINAGE SUMMARY
OVERALL
Site Acreage=+/-20.89 ac.
Offsite/Upstream Acreage=None
Allowable Release Rate:
10yr = 2.75 c.f.s. 100yr = 5.14 c.f.s.
Post Developed Release Rate:
10 yr = 2.66 c.f.s. 100 yr = 4.76 c.f.s.
Is the primary water quality treatment for the development as planned in the Master Plan - YES
If NO, provide the following information per BMP (Only for BMP's with vegetative swale req.):
*Length of vegetated swale treatment (from disharge point to outlet pipe) - N/A
*Minimum length of vegetated swale treatment as required by the Master Plan - N/A
Is the primary water quantity treatment for the development as planned in the Master Plan - YES
*If YES, provide the following information:
Total Master Plan contributing watershed = 20.89 Ac.
Total Watershed Currently Built (or Approved) contributing to this system = 0 Ac.
Total watershed from Jackson's Grant Villages contributing to the system = 20.89 Ac.
Total watershed available in the system post-project = 20.89 Ac.
Is the entire BMP treatment train to an outlet point being constructed with this section - YES
If NO, provide the following information:
Detention Basins BMP's Constructed with this section. (See BMP pond data table-this sheet) - N/A
Also, reference Post-Construction Stormwater Master Plan prepared by Williams Creek Consulting.