HomeMy WebLinkAboutC600-Storm Plan & Profiles-Layout1S: \55960PUL -S1 \DWG \C600 -Storm Plan & Profiles.dwg, 9/5/2012 10:48:51 AM, KGiI
RISER
T.C. =900.4
RISER
T.C. =908.1
21 ]' L.F. 6" SSD
T ]]' LE. 6" SSD
211' L.F. 6 SSD
10' L.M.A.E
30' R.D.E.
0 R.D.E.
6" SSD
RISER
T.C. =905.4
10' WE.
VAR. B.L.
VAR. D.U. &S.S.E.
25' B.L.
20' D_U. &S.SF_
25' R 1
25' B.L.
20' D.U. &S.S.E.
20' D.U. &S.S.E
15' R.D.E.
20_D. &U.E_
25' B.L.
20' D. &U.E
20' D. &UE.
25' B.L.
25 B.L.
15' R.D.E.
IN
s.
C
5' R.D.E.
15' R.D.E.
- RISER -
T.C. =908.9
RISER
T.C. =905.6
15' R.D.E.
(SEE SHEE
FOR INFO
15' R.D.E. 15' R.D.E.
VAR. R.D.E.
bq
\
1I
0
re
0
GRAPHIC SCALE
LAKE
25' B.L.
RISER
T C.=903.2
20' R.D.E. &U.E.
50 o 25 50
( IN FEET )
1 inch = 50 ft.
6 "X10" RECTANGULAR
OPENING
ELEV.= 899.85
FEATHERBELL BOULE ARD
SCALE 1 " =50' HOR.
1 " =5' VERT.
910
900
890
SCALE: 1 " =50' HOR.
1 " =5' VERT.
910
900
890
X
w
0 C
w + 0
r
0 00
:
Qau
M 0I-
LAKE #2
N.P.= 898.00
30 R.D.E.
a
6 "0 OPENING
TO SERVE AS ORIFIC
0. D.U. &S.S.E.
2 YEAR ELEV. = 899.16
10 YEAR ELEV.= 899.96
100 YEAR ELEV.= 901.38
BOTTOM ELEV. = 890.00
EXISTING GRADE
PROPOSED GRADE
211 L.F. 0.30% 18" R.C.P. CLASS III
INV. W= 895.94
896 58
0
1-
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o 0
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11
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oa
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HYDRAULIC GRADE LINE
910
FUTURE
8" D.I. WATER MAIN
INV.= 900.49
240 L.F. 0.30% 18" R.O.P. CLASS III
V.= 897.50
V.= 897.40
2" R.C.P. E
V.=897.50
7.4
897
50
97
55 898.0
5 L.F
0.927
12" R.C•P.
CLASS III
N.P.= 898.00
49 L.F.
0.92% 12'
R.C.P.
CLASS I
N
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N
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co
W d O M
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Z N +
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3 C/7 +-
900
0
890
w
z
W
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0 0
0
m
I -
CO I
DENOTES FULL DEPTH
GRANULAR BACKFILL
N.P.= 898.00
EXISTING GRADE
_PROPOSED GRADE- - --
898.00
898.95
178 L.F. 0.53% 24" R.C.P. CLASS III
HYDRAULIC GRADE G =ADE LINE
900
899.05
149 L.F. 0.68% 21" R.C.P. CLASS III
06
11
11
900.16
900.85
150 LE. 0.46% 18
18" R.C.P. SW
INV.=900.16
21" R.C.P. E
INV.=900.06
18" R.C.P. N
INV: 900.16
R.C.P. CLASS III
9 0. 5 901.5
54 L.F•
1.08%
R.C.P. CLASS 111
0
8" D.I. WATER MAI
INV.= 899.28
66 L.F.
0.76% 15"
R.C.P. CLASS III
1
I
1
EXISTING GRADE
LAKE
TOP OF WALL
ELEV.= 900.85
6 "X10" RECTANGULAR
OPENING
ELEV.= 899.85
6 "6 OPENING
TO SERVE AS ORIFICE
NORMAL POOL= 898.00
"co
PROPOSED GRADE
02.23
HYDRAULIC GRADE LINE
9
159 L.F. 0.30% 12" R.C.P. CLASS III
2" RCP W
NV.= 902.23
5" R.C.P. NE
NV.= 902.13
NV.= 902.34
8" S.D.R. 26 P_V.0
INV.= 893.78
NOTE.
CONTRACTOR SHALL VERIFY PROPER
METHOD OF ATTACHING TO OUTLET STRUCTURE
PRIOR TO FABRICATION & INSTALLATION
30" NTS
PROPOSED GRADE
INV.= 898.00
OUTLET CONTROL STRUCTURE #403 DETAIL
NOT TO SCALE
NOTES:
ALL STORM STRUCTURES TO RECEIVE SOLID LID
910 CASTINGS ARE TO BE CONSTRUCTED TO PROVIDE
ONE 4" RISER RING NO MORE, NO LESS TO
ACHIEVE PLAN RIM GRADE.
900
890
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.
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. 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.
DEBRIS GUARDS ARE TO BE INSTALLED ON ALL OPEN
ENDED INLETS.
FOR STORM STRUCTURE SIZING AND CASTING TABLE
SEE DETAIL D -18 ON SHEET C802.
ALL STORM SEWERS WITHIN PUBLIC RIGHT -OF -WAY
SHALL BE RCP CLASS 111.
IUPPS DIg safely.
Indiana Underground Plant Protection Service
Know what's below.
CaII before you dig.
1
REVISED PER TAG COMMENTS
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No.
19358
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HAMILTON COUNTY, INDIANA
CLAY TOWNSHIP
DRAWN BY:
<RC
CHECKED BY:
BAH
SHEE NO.
C600
& A JOB NO.
55960PUL