HomeMy WebLinkAboutC601 - Subsurface Drain Plan-C603N
S 857.09856.90857.18857.31857.88857.84857.68856.91857.46857.91856.93856.72857.08857.38858.55858.80TR 858.73857.59857.37T.P.857.58857.81859.04859.18857.54857.32857.30857.56859.06858.80TR 858.67857.61857.46857.29857.49858.38858.01857.72856.82856.57855.91856.08856.97856.18855.40855.18854.91855.07855.43855.37854.86854.73854.49853.72853.88854.13853.71TR 853.39853.41853.14852.30852.64853.29853.00852.41852.27852.58852.67T.A.C.
T.A.C.
GV 851.65852.75852.58852.16851.72852.00852.56852.80852.78852.89852.43852.44852.46852.97852.72852.95853.37853.36853.46D 853.19853.42853.32853.21852.88852.80852.95852.70852.61852.25852.32852.78852.32852.24852.65852.40852.24852.05852.10852.01851.82851.49851.72851.68851.70851.65851.63851.89851.93852.27852.21852.46852.46T.A.C.
T.A.C.849.26849.44T.A.C.
T.P.
T.A.C.
T.A.C.
TR 852.88T.A.C.T.A.C.852.88853.36853.43853.46853.45853.49853.44853.45853.43853.37852.93852.94852.95852.72852.72853.08853.09853.32853.20853.06852.99852.52852.40852.78852.71852.67852.39852.07852.09852.25852.66852.78852.86853.36T.P.
P.W.P.853.46853.96854.30854.85855.45S
DYHWV856.22P.W.P.857.01857.70857.93858.33858.84P.W.P.859.16859.23859.14S858.80858.59P.W.P.858.15DYHWV857.71857.71857.53WV
NN
℄
℄℄
℄
S
NN 856.82856.76856.57856.78856.47856.36856.22855.65855.68855.82856.78856.84856.86856.56856.70M855.94℄857.43856.27856.31855.76855.66854.65854.54854.63854.23853.99854.14853.80853.84854.00853.88853.76853.66853.56853.56853.54853.58853.52853.54853.24853.34853.63853.62853.32853.53853.45853.19853.20853.50853.68853.97853.85853.69853.74853.99854.05854.16854.20854.07854.12854.35854.36854.05853.92853.58853.84854.14854.19854.35854.34854.62854.64854.67854.66TV.P.T.P.E.P.E.P.
P.W.P.DYHWV
WV
DYH 854.26854.14854.01854.10854.26854.19854.29853.22853.18854.24854.39854.20854.18P.W.P.854.35854.37854.22854.29854.24854.29853.80853.71853.61853.35853.26853.40853.66853.90853.96854.24854.16854.47854.55855.06855.01856.43856.51857.63857.23P.W.P.
E.P.
P.W.P.
WV
859.08858.72858.37857.89857.43857.31853.78853.78854.30854.30854.33853.83853.76854.21854.16853.72S
853.61854.09854.04853.56853.49854.00854.01853.40853.38854.03S854.04853.41853.47854.07854.12853.50853.57854.16854.22853.66853.71854.30854.33853.72853.80854.36854.28853.80W WATERMANHOLEWV
852.66853.08853.04853.10853.15850.25P.W.P.
P.W.P.852.89853.33853.44853.45853.48853.48853.46853.42853.37853.19852.71852.73852.89852.79852.75852.72853.23853.10852.90852.76852.68852.52852.55852.01852.15852.57852.75852.89853.04853.20853.26852.78852.88GV
853.13852.89852.35852.34852.74852.64852.26852.26852.72852.55852.45D 852.69852.27851.93851.80851.77D 852.21851.75852.09851.88851.96851.83E 852.46852.06852.18D 852.49852.18852.47852.30852.47852.63852.44852.53852.62852.65852.69852.68852.56852.61M.B.852.54852.44852.49852.23852.44852.39852.62852.57852.67852.45852.32852.45852.54852.84852.71852.74D 853.17852.93853.15852.97T.A.C.TV.P.E.T.
T.A.C.853.17853.19852.88852.53853.07TV.P.850.80851.70853.32853.17D 853.28853.11853.19852.72852.46852.48852.95852.76852.64D 852.75852.64852.96850.44850.45853.08852.73852.64852.40852.50852.26852.19852.10852.07851.98D 852.28852.15851.96851.91852.10852.13852.35852.29852.34850.44852.38852.09T.P.849.65852.40852.60852.60852.76852.77853.23853.88850.97851.53853.82853.63853.23853.11852.90853.27853.03851.40851.74M.B.853.14853.08853.46853.50853.44853.41853.25853.38853.63853.73T.P.853.82854.10T.A.C.DYHWVWV 852.53852.61852.66852.58852.24851.96852.57853.15853.45853.10853.37852.02852.91T TTTTTTTTTTTTTTTTTTTTTTTTGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS
T T T T T T
T
T
T
T
GAS GASGASGAS GAS
E
E E
E
E
E
E
E
E EE E
EEEE
E EET T
TEE
EEEEEEEEEEEEEEEEEEEEEWWE E E E E E E E E
W
W W W W W W W W
WWWWWWWWWWWWWWWWWWWWWWWWWWWEEEEEEETTT
T
T T
T
TTG
A
S GAS GAS GAS GAS
TTTTTTTTTTTTTTGASGASGASGASGASGASGASGAST T T
T T T T T T T T T T T T T T T T T T
T
T
T T T T T T T T T T T
E E
EEW W W W
W852.46852.35852.06852.82852.85852.66852.88854.54854.37854.69854.87853.37DYH WATER SPIGOT853.69853.66853.75853.71853.75853.68853.57853.84854.17853.78854.00854.16854.21854.14854.29DYH WATER SPIGOTDYH WATER SPIGOT853.70852.51853.57855.08854.63853.59853.08855.51855.02855.31855.79855.37855.37854.22854.42854.92854.80854.54854.48853.58853.56854.45854.44854.79854.46854.44854.88854.72854.80854.73854.89854.21GM AC 854.20E.M.854.10853.72853.73853.86854.11853.89853.78853.89854.04DYH WATER SPIGOT854.73853.50853.94855.19855.19855.15855.07853.55853.53854.87855.19854.21DYH WATE
R SPI
G
OT848.15848.73848.73849.24849.82850.09853.53853.51W WELL HEAD843.05845.25845.28845.38845.76844.83854.38852.68852.96850.02P.W.P.842.16843.44854.80855.27855.66853.57852.51845.44845.38855.96852.22P.W.P.P.W.P.855.48855.41855.44855.39855.39855.42852.51852.50852.50852.50852.38852.24852.16852.44852.49852.20851.97852.24852.23851.49851.49852.15852.55852.04852.79853.40853.13852.80852.91853.01853.20853.11853.26853.24853.50853.59853.73853.66855.44856.21855.92856.01856.18855.60856.23856.28856.42856.36855.57856.42856.34855.58855.88855.90855.38854.91855.32855.06854.15854.34853.94853.06853.31852.90852.51853.53852.39852.94852.71852.34852.68852.07852.14852.22852.20851.78852.00851.27851.36852.05851.88851.32851.03852.46853.66852.68853.26853.50853.21E 859.06859.10858.80858.67858.80859.09859.30859.37859.29859.03858.67858.01857.26856.55855.78855.11854.39854.02853.86853.43853.27852.94852.91852.90852.93853.31853.28853.28853.67854.13854.50855.14855.83856.48857.24857.94858.52859.00859.27859.38859.28859.12858.71Curb Inlet
TC=857.71
SW: 12"RCP, Inv=854.31
Curb Inlet
TC=857.84
N: 12"RCP, Inv=853.80
NE: 12"RCP, Inv=853.87
No Other Pipes Visible
Curb Inlet
TC=853.53
No Pipes Measured
Curb Inlet
TC=857.93
W: 12"RCP, Inv=853.53
Curb Inlet
TC=858.01
E: 12"RCP, Inv=852.87
No Other Pipes Visible
Probable Connection South
Shown BUT NOT Measured
Inlet
TC=855.37
N: 12"RCP, Inv=851.23
S: 12"RCP, Inv=850.84
Inlet
TC=851.65
N: 12"RCP, Inv=850.12
S: 12"RCP, Inv=850.10
Storm Manhole
TC=853.19
N/SW: 12"RCP, Inv=849.71
12"RCP W/ Concrete
End Section, Inv=849.44
Sanitary Manhole
TC=855.16
N: 8"PVC, Inv=843.60
E: 8"PVC, Inv=843.50
Sanitary Manhole
TC=857.21
N: 8"PVC, Inv=841.86
W: 8"PVC, Inv=841.93
Sanitary Manhole
TC=858.89
N: 18"PVC, Inv=837.79
E: 18"PVC, Inv=837.75
12" Conc
Headwall
18" Metal Pipe
Inv=848.15
4" Clay, Inv=849.25
6" Clay(2), Inv=848.73
12" RCP W/Concrete
End Section, Inv=845.44
12" RCP W/Concrete
End Section, Inv=845.38
12"RCP W/ Concrete
End Section, Inv=849.26
15"CMP , Inv=850.80
Other End Not Found
15"CMP
Inv=850.44
15"CMP
Inv=850.45
15"RCP W/Concrete
End Section, Inv=850.45
12"CMP
Inv=851.40
12"CMP
Inv=851.74
12"CMP W/Concrete
6"CPP
Inv=851.32
6"CPP
Inv=851.03
Curb Inlet
TC=852.29
N: 15"RCP, Inv=848.74
S: 18"RCP, Inv=847.79 Field Entrance
Curb Inlet
TC=853.32
No Pipes MeasuredEmma Lou Cunningham et alInst. No. 2014-0305971.84 Ac.±(M)James E. Noland, Jr. etuxInst. No. 91-030071JACKSON'S GRANT ONWILLIAMS CREEK SECTION 5Inst. No. 2017-054815Plat Cab. 5, Slide 758VAR. D.U.&S.S.E.Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563VAR. B.M.P.E.&R.D.E.30'30'30' DRAINAGE FLOOD
ROUTE EASEMENT
INST. NO. 2020-069148
30' 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' SIDEWALK
5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK10' ASPHALT PATH ex. 10' pathPERGOLA
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
AcDbGeoMap (AcGeolocationObj)
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*SPRINGMILL ROADW. 116th STREET
VAR. R.D.E. & B.M.P.E
VAR. D.&U.E.
VAR. R.D.E. & B.M.P.E.
EXISTING RIGHT-
O
F
-
W
A
Y
VAR. D.U.&S.S.E.
435
401
430429
428
427
405
404
403
402
409
408
407
406
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
S
455
455A
455B
417A50' 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
24'40'50' 1/2 R/W
50' 1/2 R/W
52' R/W
30' B-B
52' R/W30' B-B50' R/W
30' B-B
50' R/W
30' B-B
61' R/W30' B-B6
12
19
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
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.25' R.D.E.
1
5
'
R
.D
.E
.40'SPILLWAYEL.=853.5025'
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.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.
459
EX-2
*
*
15' R.D.E.
15' R.D.E.
461 SPRINGMILL ROAD10' S.S.E.52' R/W30' B-B10' S.S.E.
10' S.S.E.25' R.D.E.25' R.D.E
.
25' R.
D
.
E
.
25' R.
D
.
E
.
400
460
(PARKWAY ARTERIAL)(PARKWAY COLLECTOR)(PARKWAY COLLECTOR)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)
VILLAGE CREEK DRIVE
(LOCAL)OTTO LANE(LOCAL)KEATON CIRCLE(LOCAL)OTTO LANE(LOCAL)20'
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.20' B.M.P.&S.S.E.15' R.D.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' R.D.E.15' 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.10' L.B.E.5' N.A.E.5' N.A.E.
VAR. T.P.E.5' L.B.E.19'
SPILLWAY
EL.=851.00
**
*
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*
EX
JGV809
JGV808
JGV812
JGV807
JGV806
JGV805
JGV804
JGV803
JGV802
JGV801
JGV800
JGV810
JGV811
JGV813
70' L.F. 6" SSD95' L.F. 6" SSD141' L.F. 6" SSD104' L.F. 6" SSD79' L.F. 6" SSD69' L.F. 6" SSD69' L.F. 6" SSD74' L.F. 6" SSD
71' L.F. 6" SSD22' L.F. 6" SSD
20' L.F. 6" SSD81' L.F. 6" SSD121' L.F. 6" SSD21' L.F. 6" SSD20' L.F.
6
"
S
S
D
165' L.F. 6" SSD
74' L.F. 6" SSD
RISER
T.C.=854.6
RISER
T.C.=854.6
RISER
T.C.=854.5
RISER
T.C.=854.7
RISER
T.C.=854.9
RISER
T.C.=854.5
RISER
T.C.=855.6
RISER
T.C.=854.9
RISER
T.C.=855.6
VAR. SIGN
EASEMENT 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.SUB-SURFACE DRAIN PLANC603
60160JGV-R1
AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/16/21File Name:S:\60160JGV-R\DWG\C601 - Subsurface Drain Plan.dwg - C603Modified / By:March 19, 2022 3:56:56 PM / ecarsonPlotted / By:March 20, 2022 4:50:05 PM / Erik CarsonJACKSON'S GRANT VILLAGESECTION 101/18/22CITY OF CARMEL REVIEW COMMENTSAEC03/18/22CITY OF CARMEL & TRICO REVIEW COMMENTSAECLEGEND
EXISTING STORM SEWER
EXISTING SWALE
EXISTING SUB-SURFACE DRAIN
PROPOSED STORM SEWER
PROPOSED SWALE
PROPOSED CURB w/ 6" UNDERDRAIN
PROPOSED SUB-SURFACE DRAIN
CONSTRUCTION LIMITS
RISER
6"
4"
RISER
6"
4"
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
DETAIL D-18 ON SHEET C80X.
ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE
RCP CLASS III.
FOR INSTALLATION OF STORM UNDER CITY STREETS AND
COVER REQUIREMENTS, SEE SHEET C80X ON THE TRENCH
DETAIL.
ALL TOP OF CASTING ELEVATIONS FOR STORM SEWERS SHALL
BE CONSTRUCTED WITH A TOLERANCE OF 0.10 FT±.
THE CITY OF CARMEL WILL NOT MAINTAIN CURBSIDE SSDs OR
STORM SEWER IN PRIVATE ALLEYS.
SEE DESIGN DEVELOPMENT DOCUMENTS FOR SSD
CONFIGURATIONS WITHIN BMPs.
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
CONTRACTOR TO FIELD VERIFY
CONDITION OF EXISTING SSD PRIOR
TO CONNECTION OF NEW 6" SSD
CONTRACTOR TO FIELD VERIFY
CONDITION OF EXISTING CURB INLET
PRIOR TO CONNECTION OF NEW 6" SSD
CONTRACTOR TO FIELD VERIFY
CONDITION OF EXISTING SSD PRIOR
TO CONNECTION OF NEW 6" SSD
CONTRACTOR SHALL GRADE EXISTING
SITE AROUND PIPE/SSD INSTALLATION
TO ALLOW FOR POSITIVE DRAINAGE