HomeMy WebLinkAbout03030051.9PLAN TWELVE
SCALE, 1" 50'
740
�, �� Imo,.
1"
'.•
L/\�.,, -.
SCALE,
Yj
�
CON
�-
..
---_--
ff W -P-4
-___
----
---
0°O°O°O°
RIM 678.96
878.43 STATION=1+27.48
0 0°0
744
744-743 RUN
744A
875
-SFV-1N
874.00-RIM�878.52
879.03
STATION=2+48.55
Oo0o0c12 DIA
STAl10N=4+20.12
865
•
- 873.98 -874.20
874.43
�iZ!!�`�.t�+�_�r�AYI'
' , L7t
il"lfisll
879.75
0+50
T
873.83-
'
874.53
-
874.76
o°0 0 0 0 0
- 877.30
885
INV
= 4.10 874.33
-
874.66
- 675.85
m
I
•^-rcr-"�'c�'�,
�, �.,
���' �'''
885
jt•.re. � •moi
119.1 lF 21• RCP
5400
11
125.3
F 24° RCP +� 0.28
•1
CMP
880
_
18-
DIA. SANITARY
1+40
880
1
.=871.60
�
I
i
CMP
- I
' r
875
• u
-
875
-I
-
PLAN TWELVE
SCALE, 1" 50'
740
SCALE
1"
50'
VER.
SCALE,
1" =
5'
CON
STATION=0+00 743
INV OUT=87#:35-874.74
---_--
- - -
-___
----
---
0°O°O°O°
RIM 678.96
878.43 STATION=1+27.48
0 0°0
744
744-743 RUN
744A
875
-SFV-1N
874.00-RIM�878.52
879.03
STATION=2+48.55
Oo0o0c12 DIA
STAl10N=4+20.12
865
-MAf TNW
- 873.98 -874.20
874.43
RIM -8 878.11
00`18' DUI. STOR
RIM=889:10
879.75
0+50
T
873.83-
cW
874.53
-
874.76
o°0 0 0 0 0
- 877.30
885
INV
= 4.10 874.33
-
874.66
- 675.85
m
•^-rcr-"�'c�'�,
163.6 LF 18' RCP
885
a
119.1 lF 21• RCP
®0.11%
11
125.3
F 24° RCP +� 0.28
•1
CMP
880
_
18-
DIA. SANITARY
1+40
880
1
.=871.60
79.98
CMP
875
875
870
870
865
865
M
co h �
n � � �
n �
� � oop O
o
co
00 do 0o so
co CD
00 A
00 so aD
m
0+00 0+50 1+00
1+50 2+00
2+50
3+00 3+50
4+00 4+50
IIHOLEY
MOLLY
DON'T
DIG
BLIND
/J
1-800-382-5544
CALL TOLL
SCALE
1"
50'
VER.
SCALE,
1" =
5'
CON
- 874.53
INV OUT=87#:35-874.74
---_--
- - -
-___
----
---
0°O°O°O°
INV.
00000000
0 0°0
°o
744-743 RUN
875 ° ° °°°
875
39 LF 12" RCP
18 LF 1
®10.
°0-00000000ao
Oo0o0c12 DIA
ORM.0o0 00
865
865
In V
00`18' DUI. STOR
00000745-743
UN•o o° o°
0+50
T
cW
CC
�� -��
x741-740 RU�
o°0 0 0 0 0
0 0 00
_ 9999
rte_
tZ
cmc
0
im
CO
m
•^-rcr-"�'c�'�,
163.6 LF 18' RCP
a
119.1 lF 21• RCP
®0.11%
11
125.3
F 24° RCP +� 0.28
•1
_
18-
DIA. SANITARY
1+40
1
.=871.60
PROFILE TWELVE
HOR.
SCALE
1"
50'
VER.
SCALE,
1" =
5'
PLAN THIRTEEN
SCALE, 1" = 50'
743
1"
STATION=0+37.32
745
RI .52879.03
STATION=0+00
874.43
RIM &-=878:9¢ 879.09
- 874.53
INV OUT=87#:35-874.74
-}ppd-g�874.10 874.33
880
880
0°0°0
GRANULAR BACKFILL
0°O°O°O°
SEE NOTE 8
00000000
:
00000000
744-743 RUN
875 ° ° °°°
875
39 LF 12" RCP
® 0.799
Z
870
870
865
865
In V
mco
1
0+00
0+50
T
cW
CC
�� -��
I
•I�i
C
_� :�!'_z_
s•�liitii �I1ti���■�.�i�J�_.a
�r��■■�w�ll■�'•rrr-�+Ir�s�_
_ 9999
rte_
tZ
cmc
0
im
CO
m
a
11
•1
_
PLAN THIRTEEN
SCALE, 1" = 50'
PROFILE THIRTEEN
HOR.
743
1"
STATION=0+37.32
745
RI .52879.03
STATION=0+00
874.43
RIM &-=878:9¢ 879.09
- 874.53
INV OUT=87#:35-874.74
-}ppd-g�874.10 874.33
880
880
0°0°0
GRANULAR BACKFILL
0°O°O°O°
SEE NOTE 8
00000000
21• DIA. STORM
00000000
744-743 RUN
875 ° ° °°°
875
39 LF 12" RCP
® 0.799
Z
870
870
865
865
In V
mco
1
0+00
0+50
PROFILE THIRTEEN
HOR.
SCALE,
1"
= 50'
VER.
SCALE,
1"
= 5'
0:\ 1 998\980528\201 00\CAD\S
STORM SEWER PLAN AND PROFILE NOTES -
1. OCCUPATIONAL 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 6Y 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 UNES 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. SEE SHEET C707 FOR STORM SEWERAGE SPECIFICATIONS,
10. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE
AND INCLUDE END SECTIONS.
PROFILE LEGEND
FREE
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
CAUTION
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE
GROUND EVIDENCE (including, but not limited to,
manholes, filets, calves, and marks made upon
the ground by others) AND ARE SPECULATIVE IN
NATURE THERE MAY ALSO BE OTHER EXISTING
UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR W
HICH NO ABOVE
GROUND EVIDENCE WAS OBSERVED. THE EXACT
LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
Dram Br
cnedw
BRUCE HAGEN
aper A1u0fIC6
soa+a
Stpd
C706
z N
aOf
Fw
w
UV)(7
ow
2Uz(ntn
UJ0 Or
Q H h Z 0
Q
� V) LLJIx (L M �
Z N o N a v=i
x -o -zoo
U U Z> Q z z
<Zw:5w 5
90 0 0 0 0 0
U
Z
rn
r
w LO
WI0
o.t� o
Oz�•a
�■ Ct_ Q M U
CI� Q z "�
X
= Q a
J V
C� O a
N a +,
■ t\ Q 0
ss>' �Q�•v
N
00
v
EXISTING
GROU D PROPOSED
GRADE
805 ---
---� 805
EXISTING ^ PROPOSED
~
GROUND GRADE
800 1
1800
DATUM
2+00 4 -STATIONING
000
GRANULAR BACKFILL
°o°
SEE NOTE 8
FREE
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
CAUTION
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE
GROUND EVIDENCE (including, but not limited to,
manholes, filets, calves, and marks made upon
the ground by others) AND ARE SPECULATIVE IN
NATURE THERE MAY ALSO BE OTHER EXISTING
UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR W
HICH NO ABOVE
GROUND EVIDENCE WAS OBSERVED. THE EXACT
LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
Dram Br
cnedw
BRUCE HAGEN
aper A1u0fIC6
soa+a
Stpd
C706
z N
aOf
Fw
w
UV)(7
ow
2Uz(ntn
UJ0 Or
Q H h Z 0
Q
� V) LLJIx (L M �
Z N o N a v=i
x -o -zoo
U U Z> Q z z
<Zw:5w 5
90 0 0 0 0 0
U
Z
rn
r
w LO
WI0
o.t� o
Oz�•a
�■ Ct_ Q M U
CI� Q z "�
X
= Q a
J V
C� O a
N a +,
■ t\ Q 0
ss>' �Q�•v
N
00
v
CERTIFIED BY:
M
M
U-
a
LL
cc
Z
0
ccM CL
�^
Q
Z
c
J
�
CC
1
W
T
cW
CC
M
C
cmc
0
im
CO
m
a
CERTIFIED BY: