HomeMy WebLinkAboutC601 Rev 4-28-21-31
INV S--Pd� N 1
INV N=1
DL BIND 111
W. 841.50 +/-
STRf 30;
INV S=841.51
INV N341.7:
INV E=846.1:
G
INV S=840.91
INV N=841.08
I��
�fX. STORM INLET
/ T.C. : 850.21 SJ.
� y
STORM
PLAN
4' NIGH PRESSURE
PSIJ GAS LINE. LOCATED
V INGTON BLVD; APPROX,
VES OF CENTERLINE AT A
TH APPROX. 3' BELOW
E: OM WEIHE ENGINEERS INC.
D SURVEY PENNWOOD OFFICE
X 1 OF 4. DATED 4-25-1990.
RCP N = 841.80
RCP SW - 841.80
ASSUMED NORTH
SCALE: 1 "= 50 '
LEGEND
-SAN EXISTING SANITARY SEWER & MANHOLE
EXISTING STORM SEWER INLET & MANHOLE
® PROPOSED STORM SEWER, INLET, BEE HIVE INLET
& END SECTION W/ RIP -RAP
710--- EXISTING CONTOUR LINE
/__�710�, PROPOSED CONTOUR LINE
_ _ _ _ 6"SSD_ _ _ _ _ SUB -SURFACE DRAIN (SSD)
- - - - - - EASEMENT BOUNDARY
- - EXISTING RIGHT-OF-WAY
i I Bl IYlf7
Know what's below-'*j
Call before you dig.
BENCHMARK NOTE
PROJECT BENCHMARK: HAMILTON COUNTY CGS DISK (STATION NAME: Y 42)
SET IN A CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FT
SOUTH OF 111TH STREET.
ELEV.=838.62 (NAVD 88)
1n AOIJA-SWIRI AS4 RYP
GENERAL NOTES
1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
2. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 1.00%.
3. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
4. SLOPES SHALL NOT BE GREATER THAN 3:1 UNLESS OTHERWISE SPECIFIED.
5. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES
PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED
INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN
WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS
CANNOT BE DONE.
6. ALL FILL AREAS UNDER FLOOR SLABS, ADJACENT TO FOUNDATIONS AND
OVER FOUNDATIONS SHOULD BE COMPACTED TO AT LEAST 95% OF THE
STANDARD PROCTOR DENSITY (ASTM D-698). FILL SUPPORTING FOOTINGS
SHOULD BE COMPACTED TO 100% STANDARD PROCTOR DENSITY (ASTM D-698).
IN CUT AREAS, WHERE PAVEMENT IS PLANNED, THE UPPER 10" SHOULD BE
SCARIFIED AND COMPACTED TO 100% OF THE STANDARD PROCTOR DENSITY
(ASTM D-698).
7. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO
THE START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS
ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND
ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING OF
EARTH.
8. ANY PART OF STORM SEWER TRENCHES RUNNING UNDER OR WITHIN
5' OF PAVED AREAS IS TO BE BACKFILLED WITH GRANULAR MATERIAL.
ANY TRENCHES WITHIN RIGHT-OF-WAY TO BE BACKFILLED PER CITY
STANDARDS.
9. STANDARD SPECIFICATIONS FOR THE LOCAL GOVERNING AUTHORITY
SHALL APPLY FOR ALL STORM SEWER CONSTRUCTION.
10. REFER TO PLUMBING PLANS FOR SIZES AND INVERTS OF ROOF
DRAINS AS THEY EXIT THE BUILDING.
STORM SEWER NOTE
THE ON -SITE STORM SEWER SYSTEM TO REMAIN PRIVATE.
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.
SCALE: 1))=50'
" v
BMP
114
N
o
�
RIM:
51.70
o
r0^
RIM: 8
8.52
iv
v
- =
�!
CA
v
..
o
w
I INV
843.
2' (18"
-
oo Lo
INV
NW:
45.09'
(12")
m
v) 04
OD�
oo
00
M H
113
Ln
„
o
ri
o
_
I
V SE:
44.59'
(12")
ro
uI �
�p c0 -
of
c,
O
L00
(%l Q
p
p
ri r�7
�O
DO
�
Z cn
')
W
EX
STING C
TING
¢
c0
00 I�
o
••
> W
00 «�
I
r Ln
I
00
N
c0 N
f,
I
_
E
> >
Z Z
IN
N: 84
.58' (1
"' "
O)
_
>
>
o
J
�„
_
,,
ai
- -
IN
SW: 8
3.48' 18"
w
D0
Q
w
-
- z
"t
C6
LLJ =
O
U
�.
F-
oo
Q
I-
DO
Ld Q
•
• LJ =
a
NE
NAH R-1
72
01
vv
INV:
NW-84
)
Z
w
���
00 Z
¢
w
J
z
>
Z Z
w
Z
Z
J
> w
O
.50'(RC
_
W
O
Z
-
z
-
Z
-
o
m�Z
�
z.
zZ
x
w
_�
,,
- - -
o�
_-
_ z
o
��
��z
85
---
- -
-
---,--,,
Z (n
�'
5 0
__-
\
- _
1n
Z
DO DO U
-^�
CO
�0
Z Zz
(nZz
*GBR
--
*GBR-
---
---
Z
-
---
*
> >N
_*GBR
BIR
X
*(DETAIL
0-31 ON
SHEET C8
2
*GB
(DETAIL 1
-31 ON S
EET�80
-
-
- - - -
*GBR
�\
9RF�
*G
R
��
- -
*(DETAIL
10-31
N SHEET
802)
\
- -
- - -
-..-...
-10 Y
10
YR HGL
10
YR HGL
-
- -
-
10
YR HGL
- -..
- -
-.._._-..
-...
-._- .
-...-..
\
�.
10
YR HGL
15'
of 12"
RCP O
95%
10 YR
HGL
19
nf 19"
RC'.p (a)
n F,.r,�J
of
R(,P
0 n 44,M_
U
88' of 24"
RCP
.23%
'
0 YR HGL
I
84
50'
of 12"
CPO
.80%
9
-1f
10'
of 18"
CPO
45%
40
ATER SER
ICE
18" MI
. SEPARA
ION
ATER
3ERVICE
O
5
of 18'
RCP
0.45%
41' 24" RCP
O 0.23
18" MIN
SEPARATION
of
a
42 LF
f EX 1
" RCP
6.30%
ANITARY LATERAL
8' MIN. SEPARATION
ANIT
RY LATERAL
18" MI
SEPARA
ION
40'
of 18" RCP
O
.45%
/I
LPIPE
END
1109 WITH 24 IN.
FLAPG
TE
103 EX.
PIPE
END
RIM:84
511.ul8
TID
FLEX TF
1 (O.D.=30")
IN
NW-
41.40
X 12RCP)
INV
: NE-
43.30'(
CP)
IN
SE-8
2.78'(R
P)
TID
FLEX TF
1 (O.D.=
6"
_83q
I
I
1
1
P30
0+00 1 +00 2+00 3+00 1 +00 1 +00 2+00 3+00+00
STORM PROFILE
1 +00
2+00
3+00
4+00 0+00
TI E,����
'---�
\
/Existing
GBR
Grade
New Grade
Granular Backfill
GBR - GRANULAR BACKFILL - SEE CARMEL
STANDARD DETAIL 10-31 ON SHEET C802
1 +00
HORZ.: 1 "=50'
SCALE:
VERT.: 1 "=5'
0+00
�A
U)
z
w_j
J
E� U)
z
O
U
�i~
z
w
WO O
N co
w
Z. z c i
o Q Q N o
C� C� LL
X U
Z 0 < 6
0zuo0Ln"
J T .�
�wz T
a _
((i) U z N
0 Lr) Q ti 3
z Lo o
Q (.0 z
J
Cn
.':Wi w
w
z
0
z
w
J
U
s
cm
� o
N c:1
ro CID
Go- V)
z Lv
3:w
�Q
ww
C)C) J>
�x
wwW
mmm
U U OU
F F-
J J W
U U U
000
www
Z
O�N�
\\
N � O N
wM C)
0 O O
C4 r)
01111111111////
No.
PE19800489
-o = STATE OF
ANP,�����`
/00111100
BY:
DATE: 1 1 /06/20
EC601
OF
19
JOB#: SCB.002