HomeMy WebLinkAbout098-95 SP Trails at Avian Glen Sec 9 & 10 Sanitary SewerT.C.=782.7
0+00
w
1+00 2+W jtw -. - --
PROFILE ONE
NOTES :
1. ALL SANITARY SEWR MANHOLE CASTINGS SHALL BE NEENAH
R-1642 OR APPROVED EQUAL W/ CONCEALED PICK HOLES
2 EASEMENTS ON PLAN VIEWS ARE SHOWN FOR REFERENCE ONLY
AND DO NOT NECESSARILY DEPICT ACTUAL RECORDED INFORMATION
T FOR EXACT INFORMATION
SEE RECORDED PLA
3. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVgING AS -BUILT r�
DRAWINGS TO THE ACCEPTING AGENCY TO CERTIFY THE SLOPE be
ELEVATION OF SANITARY SEWERS, SEWERS INSTALLED AT A GRACE O 91' OF 6' -�
��Tm TUr PROF 1 L E TW 4
T.C. =774.2
PROPOSED GRADE (TYP.)
EXISTING GRADE (TYP.)
N r 1
Y THE AGENCY WILL NOT 8E .
LESS THAN REQUIRED B 3 1 6 1 1
CONTRACTOR SHALL PROVIDE FOR PERIOGIC AS -BUILT CHECKS ON THE / /
SEWER DURING CONSTRUCTION TO ASSURE THAT THE DESO GRADE IS - - -- / i ;COMPACTED
STA. 1+00 GRANULAR
BEING MAINTAINED. S TR. # 524 &STR.# 525 '� ` / z Tw
1 BACKFILL
4. OCCUPATIONAL SAFETY AND HEALTH ADYBNSTRATION (OSHA) STANDARDS / /'" ' I
`� ' MANHOLE °° 1
FOR EXCAVATION; FINAL RULE 29 CFR PART 1926, SUBPART 'I'' APPLES 68 %
TO ALL EXCAVATIONS EXCEEMG FIVE (5) FEET IN DEPTH. ,� STR.# 525
5. IN ADDITION, EXCAVATIONS EXCEMK TWENTY (20) FEET IN DEP% / - --�� Co
REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED Co
PROFESSIONAL ENGINEER. STA. 9+30 y
115' 373
6 AFTER FINISHED GRADE HAS BEEN ESTABLISHED ON THIS PROJECT IT SHAM MANHOLE / 0+90 N �
-�
' BE THE CONTRACTORS RESPONSIBIIJTY TO ADJUST THE CASTING �/ JcJ 1 / 13' OF 6' OD
ELEVATIONS SO THAT THE TOP OF CASTINGS ARE 0.3' ABOVE M;SHED GRADE. STR. # �4
s , =0+00 PLAN TWO, THIS SHT.
!T IS THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH THE ABOVE STATED
REQUIREMENTS. WITH �� _ . ' -?� s �,, 372
0+00
318 7� 6 6 7e' OF 6'
1
cn
z
0
s
W
0+40 319 / 4 , ?o, o 371
C. A. 78' OF 6' / b U, f �L , 2+93 PLAN TWO
S.,D.,LE., & U.E. 1+55 3+12 � - - - ` ��� `, CID� 78' OF 6'
STA. 0+00 '/' 26' OF 6' 91' OF 6' y� , - w 0 STR # 524 &STR.# 525
370
>\ / 71
EX, MANHOLE, STR.# 500 /� �j/ �� 320 13 of 6 VE0+50 \
��„ 0+51
1+92 m 366 1+70 S �, f - S� 369
� ^ \ 91' OF 6' � .1 gvE �'� ' 13' OF 6' , 1+77
3 a' �._' C. A. Z78, OF 6'
5e.s D LE U E STA. 8+08 36 5
C. A.
S.,D.,L E, & U.E.
3 21 ,
`� .,
o� /�� � MANHOLE
0+82 � t3' OF 6'
�� STR.# 523
r"`\\ 91' OF 6'GDOP' BLACKTERN 364
PLAN ONE
Y
I 5 JE ' �� T 13' OF 6'
�. , �.� � 355 - -- - s,A. 12+a< � �
.<
20.
STA. 6+48 'HOLEY MOLEY' CAU�:363< MANHOLE
' DON T LOCATION OF ALL EXISTING UNDERGROUND STR.# 531
+R MANHOLE UTIUTIES SHOWN ON THIS PLAN ARE BASED IS OF 6' `
Y: 3 DIG UPON ABOVE GROUND EVIDENCE( including,
.
Ile STIR. 522 a BLIND but not limited to, mont+oles,inlets,vo,ves. &
B
=0+00 PLAN ONE, SHT. C50? storks made upon the ground by other&) AND 362 `
4-Z�� ARE SPECULATIVE IN NATURE. THERE MAY ALSO i
�. J BE OTHER EXISTING UNDERGROUND UTIUTIES
�L• �_ FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE
STA. 2+96 OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS STA, 15+30 361
—800-382—'S� OBSERVED THE EXACT LOCATIONS OF SAID
MANHOLE
STR.# 501
=0+00 PLAN ONE, SHT. C502
CALL TOLL FREE EMSTING UNDERGROUND UTILITIES SHOULD
MANHOLE
1-800--428-5200 BE VERIFIED BY THE CONTRACTOR PRIOP
FOR CALLS OUTSIDE OF INDIANA TO ANY AND ALL CONSTRUCTION. STR.# 532
368
,,- 104' OF 6'
O
L.,.J
pts'
d
0
�
o
_
c,
n
w
U
Cn
O
Ems,
z
Q
En
Cl -
a -
15+00
O
Q
g
o S
O
c�
Lij
W
0i O
�
I•-
c
N N?
,N
rn
�
l
LOLo
in t`
r -
�
U
U-
O
U- <
O >L
,o
o
1s
O
J
T�
N
o
�/
-LJ
(0
_
:D d
I IL
cn <
�Z
N
Z
N
V) 0
V) O
< d
W <
Z
Ln a
DATUM 760
U-) o
0+40 319 / 4 , ?o, o 371
C. A. 78' OF 6' / b U, f �L , 2+93 PLAN TWO
S.,D.,LE., & U.E. 1+55 3+12 � - - - ` ��� `, CID� 78' OF 6'
STA. 0+00 '/' 26' OF 6' 91' OF 6' y� , - w 0 STR # 524 &STR.# 525
370
>\ / 71
EX, MANHOLE, STR.# 500 /� �j/ �� 320 13 of 6 VE0+50 \
��„ 0+51
1+92 m 366 1+70 S �, f - S� 369
� ^ \ 91' OF 6' � .1 gvE �'� ' 13' OF 6' , 1+77
3 a' �._' C. A. Z78, OF 6'
5e.s D LE U E STA. 8+08 36 5
C. A.
S.,D.,L E, & U.E.
3 21 ,
`� .,
o� /�� � MANHOLE
0+82 � t3' OF 6'
�� STR.# 523
r"`\\ 91' OF 6'GDOP' BLACKTERN 364
PLAN ONE
Y
I 5 JE ' �� T 13' OF 6'
�. , �.� � 355 - -- - s,A. 12+a< � �
.<
20.
STA. 6+48 'HOLEY MOLEY' CAU�:363< MANHOLE
' DON T LOCATION OF ALL EXISTING UNDERGROUND STR.# 531
+R MANHOLE UTIUTIES SHOWN ON THIS PLAN ARE BASED IS OF 6' `
Y: 3 DIG UPON ABOVE GROUND EVIDENCE( including,
.
Ile STIR. 522 a BLIND but not limited to, mont+oles,inlets,vo,ves. &
B
=0+00 PLAN ONE, SHT. C50? storks made upon the ground by other&) AND 362 `
4-Z�� ARE SPECULATIVE IN NATURE. THERE MAY ALSO i
�. J BE OTHER EXISTING UNDERGROUND UTIUTIES
�L• �_ FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE
STA. 2+96 OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS STA, 15+30 361
—800-382—'S� OBSERVED THE EXACT LOCATIONS OF SAID
MANHOLE
STR.# 501
=0+00 PLAN ONE, SHT. C502
CALL TOLL FREE EMSTING UNDERGROUND UTILITIES SHOULD
MANHOLE
1-800--428-5200 BE VERIFIED BY THE CONTRACTOR PRIOP
FOR CALLS OUTSIDE OF INDIANA TO ANY AND ALL CONSTRUCTION. STR.# 532
368
,,- 104' OF 6'
O
L.,.J
pts'
d
0
�
o
_
c,
n
w
U
Cn
O
Ems,
z
Q
En
Cl -
a -
Q
g
o S
c�
Lij
W
m
3
�
I•-
c
SHEET
C501