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20' Force Main Easement Inst.
No.: 2008-043639
EX. BASIN (VS4)
W WW W WW
WWWWWWW> o o o15' D&U.E.10' D.U.&S.S.E.50'
VAR. D.U.S.S.&
L.M.A.E.
VAR. D.U.S.S.&
L.M.A.E.
VAR. D.U.S.S.&
L.M.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.THE GROVE AT THE LEGACY
SECTION THREE A
Inst.#2020004967
PC. #5, Slide #1105
CHERRY CREEK BOULEVARD
ANTIQUITY
DRIVE
JAMES DEAN DRIVEEX. 12" FORCEMAIN
EX. 8" WATER MAIN
EX. FIRE HYDRANT
W W W W W W W W W W W W W W W W W
WWWWWWWWWWWWWWW W W W W W W W W W W W50' R/W30' B-BANTIQUITY DRIVE
(PUBLIC)WILBUR ROAD(PRIVATE)ALLEY WEST(PRIVATE)ALLEY EAST(PRIVATE)873
845
846
849
867
868
869
872
750
753752751
754
755847
875
874
876
877
878
10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.LARSON DRIVE(PUBLIC)LARSON DRIVE(PUBLIC)30' R.D.E.CHERRY CREEK BOULEVARD
10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.U.&S.S.E.
10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.U.&S.S.E.
10' D.U.&S.S.E.
10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.U.&S.S.E.10' B.L.6' D.U.&S.S.E.6' D.U.&S.S.E.10' D.U.&S.S.E.VAR. SIGNEASEMENTANTIQUITY DRIVE
(PUBLIC)
ALLEY WEST TO EAST
(PRIVATE)
184A 184B
183A 183B
182A 182B
66A 66B
67A 67B
68A
68B
63A63B64A64B65A65B181A181B180A180B179A179B
60B
60A
61B
61A
62B
62A176B
176A
177B
177A
178B
178A
440' L.F. OF PROPOSED 6" SSD
229' L.F. OF PROPOSED 6" SSD511' L.F. OF EXISTING 6" SSD
600' L.F. OF EXISTING 6" SSD
SCALE: 1"=50' HOR.
1"=5' VERT.
735
740
750
760
735
740
750
760AREA INLET #847STA. 0+00TC=753.61CURB INLET #846STA. 0+92TC=754.62CURB INLET #845STA. 1+22TC=754.6230 L.F. 0.30%
12" R.C.P. CLASS III
UP INV.=750.65
DOWN INV.=750.56
12" R.C.P. N
INV.=749.65
15" R.C.P. S
INV.=749.55
12" R.C.P. E
INV.=749.97
92 L.F. 0.53% 12" R.C.P. CLASS II
I
749.97 750.46
PROPOSED GRADE
EXISTING GRADE ANTIQUITY DRIVEHYDRAULIC GRADE LINE
SCALE: 1"=50' HOR.
1"=5' VERT.
735
740
750
760
735
740
750
760CURB INLET #875STA. 0+61TC=754.09CURB INLET #874STA. 0+31TC=754.09MANHOLE #EX177STA. 0+00TC=755.1031 L.F. 0.33%
12" R.C.P. CLASS III
UP INV.=749.90
DOWN INV.=749.80
30 L.F. 0.43%
12" R.C.P. CLASS III
UP INV.=750.13
DOWN INV.=750.00
12" R.C.P. NE
INV.=749.80
30" R.C.P. NW
INV.=748.97
30" R.C.P. S
INV.=748.87
PROPOSED GRADE
EXISTING GRADE ANTIQUITY DRIVEHYDRAULIC GRADE LINE
SCALE: 1"=50' HOR.
1"=5' VERT.
740
750
760
740
750
760
21" R.C.P. W
INV.=747.85
12" R.C.P. E
INV.=748.08
15" R.C.P. S
INV.=749.95
14 L.F. 0.30%
15" R.C.P. CLASS III
UP INV.=749.99
DOWN INV.=749.95DBL. CURB INLET #878STA. 0+14TC=754.77MANHOLE #872STA. 2+36TC=754.77PROPOSED GRADE
EXISTING GRADE
HYDRAULIC
GRADE LINE
SCALE: 1"=50' HOR.
1"=5' VERT.
740
750
760
740
750
760
23 L.F. 0.30%
12" R.C.P. CLASS III
UP INV.=751.62
DOWN INV.=751.55
12" R.C.P. N
INV.=749.45
12" R.C.P. W
INV.=749.35
12" R.C.P. SW
INV.=751.55
12" R.C.P. E
INV.=751.35CURB INLET #876STA. 0+23TC=756.11AREA INLET #869STA. 0+00TC=755.87PROPOSED GRADE
EXISTING GRADE
HYDRAULIC GRADE LINE
SCALE: 1"=50' HOR.
1"=5' VERT.
740
750
760
740
750
760
EXISTING GRADE
14 L.F. 0.30%
12" R.C.P. CLASS III
UP INV.=751.39
DOWN INV.=751.35AREA INLET #869STA. 0+00TC=755.87CURB INLET #877STA. 0+14TC=755.8512" R.C.P. N
INV.=749.45
12" R.C.P. W
INV.=749.35
12" R.C.P. SW
INV.=751.55
12" R.C.P. E
INV.=751.35
PROPOSED GRADE
HYDRAULIC GRADE LINE
8" WATER18"MINLEGEND
DENOTES CONSTRUCTION LIMITS
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 C801A
APPROXIMATE LIMITS OF FLOODWAY,
AS SCALED FROM FIRM MAP
PANEL Nos.: 18057C0206G / 208G
DATED: NOVEMBER 19, 2014
APPROXIMATE LIMITS OF FLOODWAY,
AS SCALED FROM FIRM MAP
PANEL Nos.: 18057C0206G / 208G
DATED: NOVEMBER 19, 2014
FWF(FIRM)
FWF(FIRM)DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY 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: 317.849.5942SHEET NO.
DRAWN BY:CHECKED BY:STORM PLAN & PROFILESECTION FOUR AC601
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
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 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 ON THE TRENCH DETAIL.
ALL TOP OF CASTING ELEVATIONS FOR STORM SEWERS SHALL BE CONSTRUCTED
WITH A TOLERANCE OF 0.10 FT±.
ANY STORM SEWERS UNDER PRIVATE ROADS WILL BE PRIVATE. ALL OTHER STORM
SEWERS FOR THIS DEVELOPMENT WILL BE PUBLIC.
THE CITY OF CARMEL WILL NOT MAINTAIN CURBSIDE SSDs OR STORM SEWER IN
PRIVATE ALLEYS.
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.
STORM SEWER NOTE
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.
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File Name:S:\55115-PYT-S4\DWG\C600 - Storm Plan & Profile S4A.dwg - C601Modified / By:August 14, 2020 2:21:49 PM / dmetzPlotted / By:August 14, 2020 2:56:58 PM / Darren Metz04/29/20REVISED PER TAC COMMENTSDSM05/13/20REVISED PER CLIENT COMMENTSDSM