HomeMy WebLinkAbout97-96.14""m
12" RCP 0 875.7
8' aT N.W. 0 872.35
b
8'
ill N. E. 0 872.Y.,
T.C. =879.0
I p
ar
a:
W �
w �
VS 60
O
o
u,!
w Ly_J�y...,
I O
Q I d
I�
I
DATUM 1 850
G +00 1 +00
co
ILj
vi
Z
cc
J
CO
O'
�I
O!
O
Y
i
PROFILE THREE
EXISTING GRADE (Tl
8' OUT S.W. 0 873.62\
c
8" IN N.E. 0 873.72
T.C. =879.9
0+00 11+00
PROFILE TWO
( SECTION A) ( SECTION A )
I
I
o �
M
N j
I
y I
o
ti I
i
I
I
a I
I
I
N
N
e
J
H
.Q IJ
CL
0
w
d ,
r,
STA. 3-r_;
MANHCL7 TP
- _# 566
C-88 ;:':_AN ONE,
-H'IIS SHEET
STA. 1+50
MANHOLE
STR. # 570 '
I
209
\ 208 *207
WYE I� _ ' OF 6' 79' OF 6 _
5'
r
S 73'40'44• W
1 ` , 700r
� zM.
W
Lj
202 /, :� 'Z•
o J ,1 d
2 a• ,l 1 *203
ti
183
ice,
jvP/ TER ' � 177
EXIST PASS
SEC T/o/V
()UR
PLAN THREE
( SECTION A )
*206
1 +36
WYE
66' OF 6'
0
T. C, =878.5
T.C. =879.5
T.C. =879.8
EXISTING GRADE (TYP.)
PROPOSED GRADE (TYP.)
- - - - - - -- - -
-- I -__
I'I II I COMPACTED
I( COMPACTED 1 • R + I GRANULAR I 12" RCP 0 875. t
1 !} 2 CP 0 87516 BACKFILL j
GRANULAR ,\✓� ' ; +
l 1. BACKFILL I I (TYP.) 4.
8" OJT N.w. ar.95 I I l i _('% 1 .6 I j
\ 1 t) 4 i cm
_1
87 ,00 t
-� 1 8' IN N. W. ®873.;2 ( >K f o
i 8' IN S. A. 0 E.72.45 d z o
8' TuB IN S.E. 0 871.95 I ( LU 0 ® z
O O U Z
en ! Q
I d I W 1 I t
wN
u��'s j o W I 0 i L. z
at� LO J)IN O Z
Ul
t� I
1 = G h N__++I
�f- QI
,\ w c_ I j ci
m + I'
WI I I I I
I
DATUM J 850
0 +00 1 +00 2 +00 3 +00 4 +00 5tOC
PROFILE ONE
( SECTION A )
N 07 ES .
1. ALL S.AiN!TARY SEWER MANHOLE CASTINGS SHALL BE NEENAH R -'1642
OR =DUAL ( SELF - SEALING) W; "SANITARY" SEWER" STAMPED ON MANHOLE LID.
2. EAS, VENTS ON PLAN `VIEWS ARE SHOWN FOR REFERENCE ONLY
AND DO NOT NECESSARILY DEPICT ACTUAL RECORDED INFORMATION.
SEE RECORDED P,-AT FOR EXACT INFORMATION.
3, THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AS -KiLT
DRA'\NINGS TO THE ACCEPTING AGEI�CY TO CERTIFY THE SLOPE &
E_E'VATION OF SANITARY SEWERS. SEWERS INSTALLED AT A GRADE
_FSS :-i,AN REOu1RED BY THE AGENCY W!LL NOT BE ACCEPTED. THE
CONTRACTOR SHALL PROVIDE FOR PERIODIC AS -BUILT CHECKS ON T'
-E
SEWER DURING CONSTRUCTION TO ASSURE THAT THE DESIGN GRAD= IS
BEING MAINTAINED.
4. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA' STANDARDS
FOR EXCAVATION; FINAL RULE 29 CFR PART 1926, SUBPART ° ?" APPLIES
TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH.
5. I "v ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH
REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED
PRO ^ESSiONAL ENGINEER.
6. AFTER FINISHED GRACE HAS BEEN ESTABLISHED ON THIS PROJECT IT SHALL
BE HE CONTRACTORS RESPONSIBILITY TO ADJUST THE CASTING
LEVATIONS SO THAT THE TOP OF CASTINGS ARE 0.3' ABOVE FINISHED GRADE.
T IS TtiE CONTRACTORS RESPONSIBILITY TO COMPLY WITH THE ABOVE STATED
RECD_ REMENTS.
EXIST. SECTION FOUR
STA. 1 +51 STA. 0 +10 ± JUPITER STA, 0+00
MANHOLE CC C T TO '� PASS MANrO-E BUI:_ W1 SEC, 4
STR. # 564 �� EXISTING 8" STUB' 1 STR.# 524
1 +45 5 SEMINOLE 177 `
W6. DRIVE
200 28';33
205 I j �,` I II *1 9 I (— —
44
1+35 WYE � j
*212 II„ WYE&
OUT OF KH. `— I_aF 6 oUT M.H. 198 to' of 6• i i j j I ° i 15 5 202 *201
31Y OF 6' I.I.E. I
*23
0
e'aFs' I,�
l I I I I I h I I WYE !t 2
204 ; "IL R
{ I ; ; N ,3 6' �i \ 50 R/W 6' OF 6• 9' OF
213 I I Si ��3; — T 5' S. dt J E.
c
,+�
197 I
U.E. �. 65' OF 6'
I ti ,y .. i i S 73'40'x4' w 500 r
214 700'r '
! I 60 R/W n ��
15' D. & v.� i`�. ,
jI WYE �
96' OF 6' �_ I 0+67 I 1122--,/ ! I WTE6k!
1 +26 196 `"
� o i WYE t I OF 6' j 15' OF 6'
* 1 9 4 I WYE & 76' OF 6• i
STA. 0 +00 I 115 OF 6•
STA, 0 +88 208 I I 209 I 210 ' 211
MANHOLE 195
STR.# 567
= 3 +48 PLAN ONE, THIS SHT.
MANHOLE
STR.# 566
= 0 +00 PLAN THREE, THIS SHT,
PLAN TWO
( SECTION A )
DON'T �H sz
DIG
BLIND
1-- 800-382 -5544
CALL TOLL FREE
1 -800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
CAUTION;
LOCATION OF ALL EXISTING UNDERGROUND
UTIL;T!ES SHOWN ON THIS PLAN ARE BASED
JPON ABOVE GROUND EVIDENCE. ( including,
but not limited to, mcnholes,inlets,vaives, do
marks made upon .he ground by others.) AND
ARE SPECULATIVE IN NAT'RE, THERE MAY ALSO
BE 07I -TER EXISTNG UNDERGROUND UTILITIES
FOR Whi C1-i THERE IS NO ABOVE GROUND EVIDENCE
OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS
OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING �JNDERGRGUND UTILITIES SHOULD
BE VERIFIED BY THE CONTRACTOR PRIOR
TO ANY AND ALL CONSTRUCTION.
BERRY
0
z_
COURT
o
STA. 5 +63
�'
v'
MANHOLE
z
STIR. # 568
a *
CAUTION;
LOCATION OF ALL EXISTING UNDERGROUND
UTIL;T!ES SHOWN ON THIS PLAN ARE BASED
JPON ABOVE GROUND EVIDENCE. ( including,
but not limited to, mcnholes,inlets,vaives, do
marks made upon .he ground by others.) AND
ARE SPECULATIVE IN NAT'RE, THERE MAY ALSO
BE 07I -TER EXISTNG UNDERGROUND UTILITIES
FOR Whi C1-i THERE IS NO ABOVE GROUND EVIDENCE
OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS
OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING �JNDERGRGUND UTILITIES SHOULD
BE VERIFIED BY THE CONTRACTOR PRIOR
TO ANY AND ALL CONSTRUCTION.
+C7 R/W t 1 +32 ,+84� 1 OUT OF M.H.
w R WYE do wYE
2V BB �
OF 6' �� L
10'OF6 10, OF6� 1T OF 6'
I' 15' S U. E.
_ 200' O
_ ---
qo - S 6'S0'3Y W N (�
.. 15' D. U.E. _ �----
2+30 0+24 0+78 1+35 1+90
WYE k WYE & WYE & WYE WYE d ry
70' OF 6' 170' OF a 70' OF C 70' OF 6' 70' OF 6• °-
1 *212 2 13 214 215 I *216 *217
STA. 3 +48
MANHOLE
STR.# 567
= 0 +00 PLAN TWO, THIS SHT.
PLAN ONE
( SECTION A )
�`\ \ \ \ \ \plluuuunl
i
1 �
z iz
0/811
i
0
r�
I
Q
0
W
I
Rl
V
0
0)o
N NO
1
� rn
LO rn
!�
� I
all trj
V
O x
LL Q
0
N
LJ 0
W N
v1 Q
z
V) Q
-n
�z
N
00
In 0
LdQ
z
Ln Q
LO E
rr; Z
cq
Y/
'\II
46 LLJ
I�
> Z
o jV)
Z
� I
Li
%O
rn
W > w
Q O
..w Q
w 'z
O ! a
SHEET
C502
BERRY
COURT
*192
200 a
*194 *
*19 *
a *
PLAN ONE
( SECTION A )
�`\ \ \ \ \ \plluuuunl
i
1 �
z iz
0/811
i
0
r�
I
Q
0
W
I
Rl
V
0
0)o
N NO
1
� rn
LO rn
!�
� I
all trj
V
O x
LL Q
0
N
LJ 0
W N
v1 Q
z
V) Q
-n
�z
N
00
In 0
LdQ
z
Ln Q
LO E
rr; Z
cq
Y/
'\II
46 LLJ
I�
> Z
o jV)
Z
� I
Li
%O
rn
W > w
Q O
..w Q
w 'z
O ! a
SHEET
C502
0
r�
I
Q
0
W
I
Rl
V
0
0)o
N NO
1
� rn
LO rn
!�
� I
all trj
V
O x
LL Q
0
N
LJ 0
W N
v1 Q
z
V) Q
-n
�z
N
00
In 0
LdQ
z
Ln Q
LO E
rr; Z
cq
Y/
'\II
46 LLJ
I�
> Z
o jV)
Z
� I
Li
%O
rn
W > w
Q O
..w Q
w 'z
O ! a
SHEET
C502