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20' Force Main Easement Inst.
No.: 2008-043639
EX. BASIN (VS4)
W
W W W
WW WW W W W> o o oVAR. 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.
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
W W W W W W WW W W W W W WW W W W W W W W W W W W50' R/W30' B-Bo o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o
ANTIQUITY DRIVE
(PUBLIC) WILBUR ROAD(PRIVATE)ALLEY WEST(PRIVATE)ALLEY EAST(PRIVATE)873
845
846
849
867
868
869
872
750
753752 751
754
755 847
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)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
63A63B 64A 64B 65A 65B 181A 181B 180A 180B 179A 179B
60B
60A
61B
61A
62B
62A176B
176A
177B
177A
178B
178A
440' L.F. OF PROPOSED 6" SSD
229' L.F. OF PROPOSED 6" SSD
511' L.F. OF EXISTING 6" SSD
600' L.F. OF EXISTING 6" SSD
DATE MARK REVISIONS BYCERTIFIED: S & A JOB NO.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: 317.849.5942SHEET NO.
DRAWN BY: CHECKED BY:SUB-SURFACE DRAINSECTION FOUR AC604
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
LEGEND
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 C80X)
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)
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.
55115PYT-S4THE GROVE at THE LEGACYKJJM/JAW BKR CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/18/20DP
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File Name: S:\55115-PYT-S4\DWG\C604 - Sub-Surface Drain S4A.dwg - C604Modified / By: August 14, 2020 2:22:03 PM / dmetzPlotted / By: August 14, 2020 2:58:46 PM / Darren Metz04/29/20 REVISED PER TAC COMMENTS DSM05/13/20 REVISED PER CLIENT COMMENTS DSMNOTES
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.
09/11/20