HomeMy WebLinkAboutStorm Plan and Profiles pg2c % Q1
1 O O O O O'lo&e 1 m� O O O 0 0 0 0
_rlI2
I
I, f
RE= 773.74
4
+00
i
O
O
O
0
0
O
701
RE- 774.97
0
OM
Y ;
Z E
a
O
° 0 CD
° i o
1) .0 O N
O)
N N N
d O N
xg v
g
i x w
C!3 `v, v o•
g=
Qt
N
° �
�
Ng�/
N
O
a o E
L
O N N J
m rn C" CN
N x M M
W .t °Oi '"
d N O O S
x
r
0
n
U
N
i
Z�
N
J �
S � N
O
N N 1
O 4 O
°�
c ~ N O
O
8 J
°
O o ? p "
°JLZ nS
STORM STRUCTURE
DATA TABLE
STRUCTURE
NUMBER
TOP OF CASTING
ELEVATION
STRUCTURE
TYPE
STRUCTURE
SUE
Q
701
r
CON. END SECTION
30"
30" END SECTION
PROPOSED
CLI
MANHOLE
VEGETATIVE SWALE
in
703
2ND WATER QUALITY BMP
MANHOLE
5'
R -2502C
704
778.10
MANHOLE
5'
R -2502C
705
778.10
MANHOLE
5'
R -2502C
713
1
k
t
OM
Y ;
Z E
a
O
° 0 CD
° i o
1) .0 O N
O)
N N N
d O N
xg v
g
i x w
C!3 `v, v o•
g=
Qt
N
° �
�
Ng�/
N
O
a o E
L
O N N J
m rn C" CN
N x M M
W .t °Oi '"
d N O O S
x
r
0
n
U
N
i
Z�
N
J �
S � N
O
N N 1
O 4 O
°�
c ~ N O
O
8 J
°
O o ? p "
°JLZ nS
STORM STRUCTURE
DATA TABLE
STRUCTURE
NUMBER
TOP OF CASTING
ELEVATION
STRUCTURE
TYPE
STRUCTURE
SUE
CASTING
(NEENAH)
701
777.80
CON. END SECTION
30"
30" END SECTION
702
779.86
MANHOLE
6'
R -1772
703
778.10
MANHOLE
5'
R -2502C
704
778.10
MANHOLE
5'
R -2502C
705
778.10
MANHOLE
5'
R -2502C
707
779.05
AQUASWIRL AS -5
AS -5 HORSESHOE
BY MANUFACTURER
708
777.80
MANHOLE
4'
R- 3287 -5310
709
778.15
MANHOLE
4'
R- 3287 -5310
710
778.93
MANHOLE
4'
R- 3287 -5310
711
779.17
BOX INLET
2' X 3'
R- 3287 -5310
712
778.40
BOX INLET
2' X 3'
R- 3287 -5310
713
779.11
BOX INLET
2' X 3'
R- 3287 -5310
714
776.27'
CON. END SECTION
18"
18" END SECTION
715
CON. END SECTION
18"
18" END SECTION
716
IE= 772.40
CON. END SECTION
18"
18" END SECTION
717
1
00
CON. END SECTION
18"
18" END SECTION
780
775
770
oW 03
780 785
775 780
770 775
1 +50 1 +00 0 +50 0 +00 -0 +50
PROFILE - STR 716 TO STIR 717
HOR. SCALE = 1* =50'
VERT. SCALE = 1' =5'
770
PIPE
DATA TABLE
NLn
UPSTREAM
STRUCTURE
6 c
UPSTREAM
PIPE INVERT
LO
O O
n
PIPE
SUE
+
4 +'i
708
774.49'
774.14
140'
RCP
21'
'8 zzxd
702
701
�tnw
ntnw
248'
RCP
30'
r
k,
EXISTING
773.72'
PROPOSED
88'
GROUND
24'
GRADE
711
710
776.27'
776.00
R--®
9;
15'
6"
ANITARY SEWER
BEC
LINE
IE= 772.40
RCP
18'
c./)
_
rn
1
00
773.44'
N
140'
RCP
30'
0o
't is
M
775.35'
775.30
14'
RCP
15'
r` r`
r,
780 785
775 780
770 775
1 +50 1 +00 0 +50 0 +00 -0 +50
PROFILE - STR 716 TO STIR 717
HOR. SCALE = 1* =50'
VERT. SCALE = 1' =5'
770
PIPE
DATA TABLE
UPSTREAM
STRUCTURE
DOWNSTREAM
STRUCTURE
UPSTREAM
PIPE INVERT
DOWNSTREAM
PIPE INVERT
PIPE
LENGTH
PIPE
MATERIAL
PIPE
SUE
CD
709
708
774.49'
774.14
140'
RCP
21'
'8 zzxd
702
701
772.48'
772.05
248'
RCP
30'
r
706
705
773.72'
773.54
88'
RCP
24'
711
710
776.27'
776.00
123'
RCP
15'
710
709
775.30'
774.74
222'
RCP
18'
c./)
705
704
773.44'
773.19
140'
RCP
30'
m
712
710
775.35'
775.30
14'
RCP
15'
713
711
776.31'
776.27
14'
RCP
15'
708
706
773.93'
773.82
86'
RCP
24'
715
714
772.83'
771.95
215'
RCP
18'
717
716
774.05'
773.78
52'
RCP
18'
704
703
773.09'
772.85
140'
RCP
30'
703
786 -
702
787
772.75'
773.82
772.58
101'
RCP
30'
1
Q
IDPE
i3l
i2'
OMITTED
787
77:4.7p
EIPE
'
OMITTED
3
w ° O
LO .4 co O 0 LO
0) +v ^ EXISTING __o
s is
,n 11 GROUND a
a
_ nN w II �i , AU1 W
_
_ PROPOSED
_ GRADE
3 +50
3 +00 2 +50 2 +00 1+50 1+00 0 +50
PROFILE - STR 714 TO STR 715
HOR. SCALE = 1' =50'
VERT. SCALE =1 " =5'
785
780
775
770
0 +00 -0 +50
PROFILE LEGEND
PROPOSED
GRADE
EXISTIW
- - - - GROUND
• � r: :wt
1. MULL fIUNAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS;
FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE
(5) FEET IN DEPTH.
2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A
TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
3. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS
WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED.
4. ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS.
THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED.
5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET
FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE
APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE.
AT NO COST TO THE OWNER.
6. STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGE
FLOW INTO THE STRUCTURE.
7. STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAY
REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS.
8. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL
PAVED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS.
9. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE END SECTIONS.
10. THE CONNECTION OF THE PROPOSED STORM SEWER TO AN EXISTING BRICK STRUCTURE MUST
BE DONE ACCORDING TO THE FOLLOWING CONDITIONS:
A.) REHABILITATE AND COAT THE ENTIRE INTERIOR OF THE MANHOLE WITH NON- SHRINK GROUT,
B.) AT THE POINT OF CONNECTION OF THE PROPOSED PIPE, PLACE A THREE FOOT (3')
DIAMETER BY A MINIMUM SIX INCH (6") THICK, 4,000 PSI CONCRETE COLLAR WITH
4x4x10 GAUGE WIRE MESH OVER THE EXTERIOR OF THE MANHOLE.
C.) ONCE THE CORE HAS BEEN MADE, INSTALL A RUBBER BOOT.
SHOULD THE INTEGRITY OF THE MANHOLE BE COMPROMISED, THE ENTIRE STRUCTURE MUST BE
REPLACED WITH A STANDARD MANHOLE STRUCTURE IN ACCORDANCE WITH THE INDIANAPOLIS
SANITARY SEWER DISTRICT STANDARDS, MAY 1989, AND ITS ADDENDUMS.
11. RIM ELEVATION (RE) SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE.
12. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING
CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO
CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR.
13. PER CITY OF CARMEL:
The storm sewer system shall be constructed per design specified and as approved by the City of
Cormel 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 sholl 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 os -built certification at the time of construction, prior to bockfilling 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.
N
0 25 50 100
12.5 37.5 75
SCALE: 1"=50'
r"
w�
w O�
N
N6
N�j
G!
w
N
CD
M
LL.
C
O •Qci
Q -
0
r.
'8 zzxd
0
F___
�
>zoc-)
� N CL
3 +50
3 +00 2 +50 2 +00 1+50 1+00 0 +50
PROFILE - STR 714 TO STR 715
HOR. SCALE = 1' =50'
VERT. SCALE =1 " =5'
785
780
775
770
0 +00 -0 +50
PROFILE LEGEND
PROPOSED
GRADE
EXISTIW
- - - - GROUND
• � r: :wt
1. MULL fIUNAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS;
FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE
(5) FEET IN DEPTH.
2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A
TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
3. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS
WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED.
4. ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS.
THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED.
5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET
FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE
APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE.
AT NO COST TO THE OWNER.
6. STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGE
FLOW INTO THE STRUCTURE.
7. STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAY
REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS.
8. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL
PAVED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS.
9. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE END SECTIONS.
10. THE CONNECTION OF THE PROPOSED STORM SEWER TO AN EXISTING BRICK STRUCTURE MUST
BE DONE ACCORDING TO THE FOLLOWING CONDITIONS:
A.) REHABILITATE AND COAT THE ENTIRE INTERIOR OF THE MANHOLE WITH NON- SHRINK GROUT,
B.) AT THE POINT OF CONNECTION OF THE PROPOSED PIPE, PLACE A THREE FOOT (3')
DIAMETER BY A MINIMUM SIX INCH (6") THICK, 4,000 PSI CONCRETE COLLAR WITH
4x4x10 GAUGE WIRE MESH OVER THE EXTERIOR OF THE MANHOLE.
C.) ONCE THE CORE HAS BEEN MADE, INSTALL A RUBBER BOOT.
SHOULD THE INTEGRITY OF THE MANHOLE BE COMPROMISED, THE ENTIRE STRUCTURE MUST BE
REPLACED WITH A STANDARD MANHOLE STRUCTURE IN ACCORDANCE WITH THE INDIANAPOLIS
SANITARY SEWER DISTRICT STANDARDS, MAY 1989, AND ITS ADDENDUMS.
11. RIM ELEVATION (RE) SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE.
12. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING
CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO
CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR.
13. PER CITY OF CARMEL:
The storm sewer system shall be constructed per design specified and as approved by the City of
Cormel 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 sholl 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 os -built certification at the time of construction, prior to bockfilling 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.
N
0 25 50 100
12.5 37.5 75
SCALE: 1"=50'
r"
w�
OIa
E
3
Z
w O�
Li
N6
W
G!
6 N
CD
CD
V�
LL.
C
O •Qci
Q -
0
LN
'8 zzxd
O
F___
vi u. Q
>zoc-)
� N CL
L
r
0 Q '9 I3
o
z��
Q
2
Q0w
Q
Cl) z
Q
-_
M - M
OIa
E
3
Z
w
z
Z
W
O
E
E
CD
V�
LL.
Q
U
0
QC
a.
O
F___
>zoc-)
•�
• -
Z
Q
Q
o
C.)
W
Q
-_
J
J
@
0
�
W
o
c./)
U)
Q
TQwz
m J
z
z
0
<
m
s
n H UUJ
o LL1 p
0
U
d IO
0
U
OIa
E
3
Z
Keyplan
Drawing Number:
C702
Z_',
r
O
N
6 N
O
Y
L
M
� M
O
N Z
2
O E
L
�U
w
Z
W
O
E
E
J
V�
LL.
Q
U
0
a.
O
•�
• -
Z
Q
Q
U
C.)
W
Q
-_
J
J
@
0
U)
N
U)
Q
TQwz
m J
-i C7
co _j
0
m
s
n H UUJ
o LL1 p
0
U
d IO
Keyplan
Drawing Number:
C702
Z_',
r
O
N
6 N
O
Y
L
M
� M
O
N Z
2
O E
L
�U
CD
Z
W
J
V�
LL.
Q
0
a.
• -
Z
Q
�
C.)
W
Q
-_
J
J
@
0
O)
N
U)
M
W
I
4i
-
U
0
2
F_
li
Keyplan
Drawing Number:
C702
Z_',
r
O
N
6 N
O
Y
L
M
� M
O
N Z
2
O E
L
�U