HomeMy WebLinkAboutC601-Storm Sewer Plan & ProfilesE.T
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LOT 2
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50
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84
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842
35
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25' B.L.
140 LF 12" 3.50%
1.94%
53 LF 12" 3.49%
2' RIBBON
CURB 2' RIBBON CURB
2' RIBBON
CURB
406
405
409
60
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BUFFER EASEMENT
50' FROM TOP OF BANK
OF CARMEL CREEK
15' Electrical & Telecomm. Easement
20' Sewer Easement
Instr. No. 8702420
-2
.
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-2
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-3
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VAR. WATER QUALITY
PRESERVATION
EASEMENT
LOT 3
Lot 5Lot 4Lot 3
DONNYBROOK ADDITION
Plat Book 2, Pages 233-234
20'
10' T.P.E.
99 LF SWALE 2.83%
25 LF SWALE 1.20%99 LF SWALE 4.04%
843
838
839
840
843
844
845
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840
841
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843
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837838839840841842843844
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10
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10
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50' T.P.E.
(Private)
DRIVE
1"=30' HORZ.
1"=5' VERT.
STRM_02
825
830
840
850
825
830
840
850
140 LF 3.50
%
1
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838.20
833.30
53 LF 3.49%
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840.16
838.30
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160 LF 1.94%
12" HP PIPE
US IE: 833.20
DS IE: 830.10
6" SSD
IE: 834.70
6" SSD
IE: 839.50
EXISTING GRADE
PROPOSED GRADE
STORM STRUCTURE DATA TABLE
No.
401
403
404
405
406
408
409
NAME
OUTLET CONTROL
WATER QUALITY
YARD INLET
YARD INLET
YARD INLET
YARD INLET
YARD INLET
TYPE
INLET TYPE E
CS-4
NYLOPLAST BASIN 18''
NYLOPLAST BASIN 18''
NYLOPLAST BASIN 18''
NYLOPLAST BASIN 18''
STD 48'' MH
TC
ELEV
827.95
829.50
834.00
837.20
842.30
828.70
845.40
CASTING
TYPE
R-4215-C
SEE DETAIL
DOME GRATE
DOME GRATE
DOME GRATE
DOME GRATE
R-4342
DIA
IN
15"
12"
12"
12"
DIR
IN
S
S
S
S
INV
IN
825.24
830.10
833.30
838.30
DIA
OUT
12"
18"
15"
12"
12"
12"
12"
DIR
OUT
E
NE
N
N
N
E
N
INV
OUT
817.65
825.14
830.00
833.20
838.20
826.22
840.16
PIPE
SLOPE
2.21%
0.57%
3.40%
1.94%
3.50%
0.31%
3.49%
DESCRIPTION
SEE OUTLET CONTROL STR. #401 DETAIL ON SHEET C802B
SEE WATER QUALITY STR. CS-4 DETAIL ON SHEET C802B
SEE NYLOPLAST DRAIN BASIN DETAIL ON SHEET C802A
SEE NYLOPLAST DRAIN BASIN DETAIL ON SHEET C802A
SEE NYLOPLAST DRAIN BASIN DETAIL ON SHEET C802A
SEE NYLOPLAST DRAIN BASIN DETAIL ON SHEET C802A
SEE STANDARD MANHOLE DETAIL D-20 ON SHEET C802A
STORM PIPE DATA TABLE
US
STR
401
403
404
405
406
408
409
DS
STR
400
402
403
404
405
407
406
DIA
12"
18"
15"
12"
12"
12"
12"
LEN
136'
38'
140'
160'
140'
71'
53'
SLOPE
2.21%
0.57%
3.40%
1.94%
3.50%
0.31%
3.49%
MAT'L
RCP CLASS III
HP PIPE
HP PIPE
HP PIPE
HP PIPE
HP PIPE
HP PIPE
STORM STRUCTURE DATA TABLE
No.
400
402
407
NAME
END SECTION
END SECTION
END SECTION
TYPE
W/ DEBRIS GUARD
W/ DEBRIS GUARD
W/ DEBRIS GUARD
DIA
IN
12"
18"
12"
DIR
IN
W
SW
W
INV
IN
814.65
824.92
826.00
DIA
OUT
DIR
OUT
INV
OUT
PIPE
SLOPE DESCRIPTION
SEE PRE-CAST CONCRETE END SECTION DETAIL ON SHEET C802B
SEE METAL END SECTION DETAIL OD-10 ON SHEET C802B
SEE METAL END SECTION DETAIL OD-10 ON SHEET C802B
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GRAPHIC SCALE
0'
( IN FEET )
30'15'30'
1" = 30'
BENCHMARK DATA
ORIGINATING BENCHMARK:
BENCHMARK ELEVATIONS FOR THIS PROJECT WERE DERIVED USING THE
NATIONAL GEODETIC SURVEY ONLINE POSITIONING USER SERVICE
(O.P.U.S) AND ARE REFERENCED TO THE NAVD '88 DATUM.
SITE TBMs:
TBM #1: A CUT SQUARE ON TOP OF THE CONCRETE CURB ON THE SOUTH
SIDE OF 116th STREET, IMMEDIATELY EAST OF THE ENTRANCE TO THE
GRAVEL DRIVE ON THE WEST SIDE OF THE SITE.
EL: 832.38 (NAVD 88)
TBM #2: A CUT "X" ON TOP OF THE CONCRETE TOP OF THE BRICK
HEADWALL OVER CARMEL CREEK, AT THE NORTHWEST CORNER OF THE
WALL.
EL: 830.09 (NAVD 88)
NOTES
1.THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES
AND INFORMATION AVAILABLE FROM UTILITY COMPANIES. THE
SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN
THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY
LOCATED THE UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE
UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE ARE NOT
ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS.
CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE
CONTRACTOR'S RESPONSIBILITY.
3.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.
4.ALL YARD INLETS ARE TO BE CONSTRUCTED AT A TOLERANCE OF
+0.00' TO -0.20' OF PLAN GRADE.
5.ALL STORM SEWER CASTINGS SHALL BE LABELED "DUMP NO
WASTE-DRAINS TO WATERWAY"
6.ALL SSD'S (SUBSURFACE DRAINS) WILL NEED TO BE DOUBLE WALL
SMOOTH BORE PERFORATED (HDPE) PIPE.
7.DEBRIS GUARDS ARE TO BE INSTALLED ON ALL OPEN ENDED INLETS.
8.FOR STORM STRUCTURE SIZING AND CASTING TABLE SEE STANDARD
PLAN D-18 ON SHEET C801A.
9.ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE RCP
CLASS III.
10.FOR INSTALLATION OF STORM UNDER CITY STREETS AND COVER
REQUIREMENTS, SEE STANDARD DRAWING 10-31 ON SHEET C801A.
11.ALL TOP OF CASTING ELEVATIONS FOR STORM SEWERS SHALL BE
CONSTRUCTED WITH A TOLERANCE OF 0.10 FT±.
12.STORM SEWERS FOR THIS DEVELOPMENT WILL BE PUBLIC.
13.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.
14.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.
LEGEND
EXISTING FEATURES
WATER MAIN
SEWER, SANITARY
SEWER, STORM
CONTOUR
WATER FLOWLINE
NORMAL WATER ELEVATION
FLOODWAY FRINGE (PRE-PUBLISHED FLOOD LINE)
PROPOSED FEATURES
WATER MAIN w/ HYDRANT
SEWER, STORM
CONTOUR
NORMAL WATER ELEVATION
WATER FLOWLINE
6" SUB-SURFACE DRAIN (UNDER SWALE)
DENOTES FULL DEPTH GRANULAR BACKFILL
DENOTES CONSTRUCTION LIMITS
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