HomeMy WebLinkAboutDPI001.C5.0.STMPP.pdfSTORM SEWER INLET NOTE
ALL STORMWATER DRAINAGE CASTINGS SHALL
BE LABELLED WITH ENVIRONMENTAL MESSAGING
"NO DUMPING, DRAINS TO STREAM" CAST IN
RAISED OR RECESSED LETTERS AT A MIN. 1 -INCH
HEIGHT. A SYMBOL OF A FISH SHALL ALSO BE
CAST WITH THE LETTERS
STORM SEWER SYSTEM NOTE
ALL STORM SEWER INFRASTRUCTURE TO BE
CONSTRUCTED WITH THIS PROJECT SHALL BE
PRIVATELY OWNED AND MAINTAINED BY ED MARTIN
BUICK GMC.
BENCHMARK
COORDINATE SYSTEM: US STATE PLANE 1983 (AT GROUND)
PROJECT DATUM: WORLD GEODETIC SYSTEM (WGS 1984)
VERTICAL DATUM NAVD 88
ZONE: INDIANA EAST 1301
GEOID MODEL: GEOID03 (CONUS)
COORDINATE UNITS: US SURVEY FEET
DISTANCE UNITS: US SURVEY FEET
HEIGHT UNITS: US SURVEY FEET
TBM #5653
REBAR FOUND
ELEV= 887.67
N 4015.60
E 6367.38
STORM PLAN
REVISION RECORD
REV DATE DESCRIPTION DES BY APP BY
1 103/12/131 REV. PER CARMEL ENG REVIEW COMMENTS BSC BSC
EXISTING CONTOUR
® ® PROPOSED STORM SEWER
aSTORM SEWER STRUCTURE LABEL
■ ■ CONSTRUCTION LIMITS
CONTRACTOR NOTE
NO EARTH DISTURBING ACTIVITY MAY COMMENCE
WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.
ISHED GRADE
III III III III III— 1��
ve
..
INSTALLATION REQUIRED
1. EXTENDING 10' FROM STORM INLETS
#201,202,203, & 204
2. PIPE MATERIAL PER INDIANA DEPT. OF
TRANSPORTATION SPECS. No. 718.02 O �} Z
#8 WASHED 6" DIAMETER PERFORATED
STONE 4" 4" HIGH DENSITY
POLYETHLENE PIPE
MIN. MIN. WITH "HIGHWAY SOCK
FILTER"
01 6" SUB - SURFACE DRAIN
C5.0 NOT TO SCALE
E CRETE PIPE JOINTS SHALL
INUOUS O -RING RUBBER
ALL
TO ASTM C 443
NORTH
50 0 25 50
( IN FEET )
1 inch = 50 ft.
GENERAL NOTES
1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER
SAFETY.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL EXISTING ELEVATIONS BEFORE CONSTRUCTION BEGINS.
5. 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 OF
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 OR 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.
E"OF ERTICAL SEPARATION MUST
AINED FOR ALL UTILITY
GS.
E :r:161
M. Me
E:s
0011
Know what's
Call before you dig.
— - - -- 885
218' @0.30% 12" RCP —
_*" .1 t 115 @0.50% 12" RCP _
102' 01.00%
2 -FOOT SUMP REQ'D. 2 -FOOT SUMP REO'D. EXISTING 6 -INCH SAN. LATERAL 2 -FOOT SUMP REO'D. 15"
ADJUST SANITARY SEWER RCP EXISTING POND N.P.
2 -FOOT SUMP REO'D. LATERAL DEPTH PER CTRWD ELEV.= 881.85f
HYDRAULIC GRADE LINE (TYP) SPECS. HYDRAULIC GRADE LINE (TYP)
10' 17' 880
@0.25% @010% 1
CONTRACTOR TO FIELD VERIFY EXISTING „ „
UTILITY DEPTHS PRIOR TO COMMENCING 36 RCP 36 RCP
CONSTRUCTION. CONCRETE
M& 2' SUMPS REQ'D. FOR STRUCTURES
CRADLE IF SEPARATION BETWEEN STORM &
UTILITY IS LESS THAN 18- INCHES
#202,203,204
875
870
10 +00 11 +00
PIPE LENGTHS SHOWN HAVE BEEN
11 +00
12 +00
STORM
SEWER
PROFILE
Granular Backfill
MEASURED FROM CENTER TO
` "
°
°
CENTER OF STRUCTURE.
1
o
C5
+�
900
900
CONSTRUCTED PIPE LENGTHS MAY
N
rl-) 11
VARY FROM PROFILE LENGTHS.
o_
!
'E;L
Cn
Cn r=
o
J
Z
00
Ln O
000
'i'n'n Ln r7
CO 00
Lr)O
0000
���Ln r'")
N0 O
I��CD C0
1
Ooo Ln
40o N-)
CD 06 un
1 Oo 0o r7v
I O�C�I -
o +0�c
o
895
000000
o +00000000
00 00
°°0000
oN00��
00 Co
N
�QLj�
I I I I
!! aD ao tk
I I I I
�QUF
I CO OO
�`o =QLj II II
I I °O I
�F—v II
U
�
�QLj
II II
C
ci F--! CD
C
ri �ZZ
CC/)U~)��o
o c~r�C~i)�ZZ
CnCn�zo
0
EXISTING WATER LINE
w
000 ADJUST WATER SERVICE
U
p LINE DEPTH PER CARMEL
p N
UTILITIES SPECS.
890
�
+Co
890
- - - - - --
- - - - - --
pi
.. -
— — — — — —
W M III
1
r/77
I =D
77,
E :r:161
M. Me
E:s
0011
Know what's
Call before you dig.
— - - -- 885
218' @0.30% 12" RCP —
_*" .1 t 115 @0.50% 12" RCP _
102' 01.00%
2 -FOOT SUMP REQ'D. 2 -FOOT SUMP REO'D. EXISTING 6 -INCH SAN. LATERAL 2 -FOOT SUMP REO'D. 15"
ADJUST SANITARY SEWER RCP EXISTING POND N.P.
2 -FOOT SUMP REO'D. LATERAL DEPTH PER CTRWD ELEV.= 881.85f
HYDRAULIC GRADE LINE (TYP) SPECS. HYDRAULIC GRADE LINE (TYP)
10' 17' 880
@0.25% @010% 1
CONTRACTOR TO FIELD VERIFY EXISTING „ „
UTILITY DEPTHS PRIOR TO COMMENCING 36 RCP 36 RCP
CONSTRUCTION. CONCRETE
M& 2' SUMPS REQ'D. FOR STRUCTURES
CRADLE IF SEPARATION BETWEEN STORM &
UTILITY IS LESS THAN 18- INCHES
#202,203,204
875
870
10 +00 11 +00
10 +00
11 +00
12 +00
STORM
SEWER
PROFILE
Granular Backfill
13 +00
1T E(C7IETq=
/Gr
Existing Grade
New Grade
Granular Backfill
SCALE: HORZ.: 1"=50'
VERT.: 1 " =5'
U
® Z
a
C�
C-)
cow
DWI[- ro
I
O _t
�Cf)(D X
LL_
� c
00
Q 0 O Lo
Q U) ro
w W ( = ro
:3 o
U p
{o 0
V)
cn
JU��
V�
S C
,,���IIIIIIIII
i
ee ♦, p.N R ,*�i
e ,...•..
♦ •• \STE '• ��
°
• No
PE10910647 =
STATE OF
A '•• i p •:
oc •.DLO ► AN . �Q ♦.
10 , 01 t `,`ee
DATE: 01/22/2013
DWN BY: BSC
CHKD. BY: EAG
SCALE: 1 to = 50'
DATE: 01/16/13
0
O
W
0 CV
�Qc`0
08
0O�Jo
��w W
U 00 <
�D (a)
U
O
Q
w
PROJECT NUMBER
DPI.001
DRAWING NUMBER
C500
SHEET 7 OF 13