HomeMy WebLinkAboutC600 Storm Plan and Profile-C604AT.P.
T.P.
C.O.
C.O.
T.P.
C.O. TV.P.
TV.P.
T.P.
C.O.
C.O.T.P.
T.P.
C.O.
EX. STORM INLET
TC=805.60'
INV.=803.40' E
EX. SANITARY
MANHOLE
TC=834.32'
8" CLAY
INV.=829.72' N
6" CLAY
INV.=829.72' E
EX. SANITARY
MANHOLE
TC=832.61'
8" CLAY
INV.=829.30' N
INV.=829.30' S
6" CLAY
INV.=829.30' E
EX. SANITARY
MANHOLE
TC=833.15'
8" CLAY
INV.=828.66' N
INV.=828.66' S
EX. SANITARY
MANHOLE
TC=831.85'
10" CLAY
INV.=827.71' N
8" CLAY
INV.=827.71' S
EX. SANITARY
MANHOLE
TC=839.22'
10" CLAY
INV.=833.32' SW
INV.=833.32' N
6" CLAY
INV.=834.52' S
20'
GOLFVIEW DRIVE
Dri ve Kinzer AvenueEX. SANITARY
MANHOLE
TC=833.41'
8" CLAY
INV.=826.41' S
10" CLAY
INV.=826.29' W
INV.=825.96' N
INV.= 824.24' E
EX. SANITARY
MANHOLE
TC=832.53'
10/12" CLAY
INV.=823.92' W
10/12" CLAY
INV.=821.69' S
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N
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A
N
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D
R
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EX. SANITARY
MANHOLE
TC=829.32'
INV.=821.27' NW
INV.=821.62' SW
INV.=821.27' E
APARTMENT BUILDINGEX. CURB INLET #44
T.C.=838.52
12" R.C.P. NE
INV.=836.17
EX. CURB INLET #461A
T.C.=838.42
12" R.C.P. NE
INV.=833.80
EX. END SECTION
21" R.C.P. SE
INV.=832.76
80' R/W
80 ' R/W
VAR. D.U.&
L.M.A.E.&P.A.E.& B.M.P.E.VAR. B.M.P.E.VAR. B.M.P.E.VA R. B.M.P .E.
VAR.
B.M.P .E.5' SIDEWALK5' SIDEWALK10 ' BIKE LANE87
88
KINZER AVENUE(Public)KINZER AVENUE(Public)5' SIDEWALK5' SIDEWALK10' BIKE LANE5' S I DEWA
L
K5' SIDEWALK5' SIDEWAL
K
W
W
W
W WWW WSEE INTERSECTION DETAILS
FOR ELEVATIONS AND
SLOPE DIRECTION OF PATH
32± L.F.
OPEN
C
U
T
SWALE - 687 L.F. 6" S.S.D.@ 0.38%488
488A
488B
523
522
521
520
462
526
525 524
527
529
528
SCALE: 1"=50' HOR.
1"=5' VERT.
820
830
840
820
830
840
122 L.F. 0.30% 12" R.C.P. CLASS III
828.54828.90 END SECTION #527STA. 0+00EX. SAN 10" CLAY
INV.= 826.63
EX. SAN 10" CLAY
INV.= 821.65
EX.
WATER
EX. GAS
(TO BE
RELOCATED) 3' DETH ASSUMED4.5' DEPTH ASSUMEDCONTRACTOR TO VERIFY LOCATION AND
INVERTS/DEPTHS OF EX. UTILITES PRIOR TO
CONSTRUCTION. IF VARIATION EXISTS, THEN
CONTACT ENGINEER.
32± L.F.
OPEN CUT
6" SSD
INV.-828.90
PROPOSED GRADE EXISTING GRADE
78 L.F. 0.30% 12" R.C.P.
CLASS III
827.00827.23
SWALE
FLOW LINE
6" ORIFICE PLATE
INV.-830.40 OUTLET CONTROLSTRUCTURE 24"X24" #528STA. 2+00TC=832.35YARD INLET #529STA. 0+78TC=831.55CONC. CRADLE
REQUIRED
SCALE: 1"=50' HOR.
1"=5' VERT.
825
830
840
850
825
830
840
850 CURB INLET (CB) #526STA. 0+69TC=837.6434 L.F. 0.30%
12" R.C.P. CLASS III
UP INV.=833.30
DOWN INV.=833.20 CURB INLET (CB) #525STA. 0+35TC=836.9235 L.F. 0.30%
12" R.C.P. CLASS III
UP INV.=833.10
DOWN INV.=833.00END SECTION #524STA. 0+00KINZER AVENUEPROPOSED GRADE
EXISTING GRADE
6"S.S.D. 6"S.S.D.
6"S.S.D.
Inv.-831.50
OUTLET CONTROL STRUCTURE #528 DETAIL
NOT TO SCALE
24"6" 6"
6"6"6"
6" 24"
36"
6"36"6" 6"6"6" NOTE:
CONTRACTOR SHALL VERIFY PROPER
METHOD OF ATTACHING TO OUTLET
STRUCTURE PRIOR TO FABRICATION &
INSTALLATION
PROPOSED
SWALE GRADE
INV.=828.9012" R.C.P. 6" ORIFICE
12 " R.C .P.6" SSD
INV.=828.90
6" ORIFICE
INV.=830.40
6" SSD24"36"
NEENAH R-4342
CASTING
EXISTING GRADE
T\C ELEV.=832.35
PROPOSED SWALE
2 YEAR ELEV.= 831.74
10 YEAR ELEV.= 832.40
100 YEAR ELEV.= 832.68 DATE MARK REVISIONS BYCERTIFIED: S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, A ROUTESURVEY OR A SURVEYOR LOCATIONREPORT.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: 317.849.5942STORM SEWER PLAN & PROFILEC604AADDED CONCRETE SWALE AND STORM SEWER 07/10/19 ADG 1" = 50 FT
65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/20/2019DP
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File Name: S:\65840BKM-S3\DWG\C600 Storm Plan and Profile.dwg - C604AModified / By: April 10, 2020 12:24:58 PM / brobinsonPlotted / By: October 6, 2020 9:17:51 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTS ADG05/08/19 REVISED PER TAC COMMENTS ADG09/27/19 REVISED PER CLIENT COMMENTS DSM10/16/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/12/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/30/19 REVISED PER CLIENT COMMENTS DSM01/13/20 REVISED SWALE PER CARMEL COMMENTS DSM04/16/20 RAISED SITE 0.80 FT FOR DIRT BALANCE ADG09/24/20 LEGEND
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATER LINE
PROPOSED SWALE
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL
COMMON AREAS)
Ù ADA RAMP TO BE INSTALLED
FULL DEPTH GRANULAR BACKFILL
(SEE DETAIL ON SHEET C801)
(CB) CHAIRBACK CURB
(DC) DEPRESSED CURB
870
S
848.0
870
W
> o o o1 1
1
1
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 C801.
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 No. C801 ON THE TRENCH DETAIL.
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.
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.
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 SYSTEM
STORM SEWERS FOR THIS DEVELOPMENT WILL BE
PRIVATE.
12/04/20