HomeMy WebLinkAbout37-96.18MI
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FOR CONTINUATION
SEE SHEET C402
45
WYE & [AT. /
1 +87
FA'
TC- 750.50
b' 1
FOR CONTINUATION
SEE SHEET C402
INV- 745.03(NW) INV- 744.93(SE)
INV- 743.93(NW)
18" RCP
INV - 741.1±
SANITARY SEWER PLAN
EXISTING
ETC- 749.60 GRADE
INV- 743.83(S)
INV- 742.81(N) -
37
WYE & UT.
\ 1 +10
STORM SEWER
AS' SAN MH No. 1
PENDULA DRIVE
7 /
MOM MOM SAYS
DONT
DIG
BLIND"
1= 800 -$82 -6644
CALL TOLL FREE
GENERAL NOTES :
1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE TO THE PIPE
INVERT.
2. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE
NEAREST DOWNSTREAM MANHOLE (MH)
3. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE
SPECIFIED.
4. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE FOOT
LATERAL EXTENSION CONNECTED TO THE WYE. THE END OF THE
LATERAL SHALL BE PLUGGED OR CAPPED.
5. LATERALS SHALL EXTEND TO THE BACK SIDE OF THE UTILITY
EASEMENTS AS SHOWN ON THE PLANS.
6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD
VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
7. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED
IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR
WORKER SAFETY.
9. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
10. FOR STATION AND OFFSETS OF STRUCTURES, SEE DEVELOPMENT
PLAN, SHEET C101.
11. CONTRACTOR SHALL CHECK GRADES do LENGTHS AT EACH
MANHOLE BEFORE CONTINUING CONSTRUCTION. FIELD NOTES ARE
TO BE SUBMITTED TO THE CITY ENGINEER WITHIN 24 HOURS.
12. "AS- BUILT' FIELD DATA IS TO BE OBTAIN BY A REGISTERED
PROFESSIONAL LAND SURVEYOR PRIOR TO FINAL SEALING OF THE
CONE SEC11ON ON EACH MANHOLE.
1= 800= 4284200
FOR CALLS OUTSIDE OF INDIANA
PER INDIANA STATE LAW IS-69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK. I Revisions
SCALE: 1 "=50'
i TC- 756.50
TC- 754.50 i
PROPOSED
GRADE
751.10 EXISTING - � -�� -
TC- 750.00 GRADE
I �
N GRANULAR j
EXIST. 24" RCP + BACKFILL + I
INV- 744.8± " I
1 �
I EXISTING
1
8' PVC (N)
INV- 742.71(S)- _- _ INV- 739.66
INV- 741.65(N) INV- 741.55(SW) EXISTING -�
INV- 740.34(N71-71NV--74n.-2,.4(W) 8" PVC (S)
INV - 739.56
INV- 739.66(E)
251' of 8" PVC A 0.40% 256' of 8" PVC A 0.40% 236' of 8" PVC A 0.45% 269' of 8" PVC A 0.45% 129 of 8" PVC A 0.45%
0
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z �
fn
CID
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HORZ.: 1 " =50
' SAN I TAR Y S EWER PROFI L E SCALE, VERT.: 1 =5 9
2 3 4 1 5 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15
765
760
`�����nu►rrrr,�
C. Czq�
���`� Q r ��STER• 'PF'.
qu o.6
755 =_
890267;
' STATE OF
'' SS ZONAL
750
t7ERTWO BY •
--------- m Mac tom W^ mm m ao mi9 CaNDIliED
mm ARE X Dcum Nta=0 A PROPERTY aF 9p#E1DER
E11oNEE" OORPOIMT0 AND ARE NOT M BE USED OR REPBUM
N OW OR N PART, *Mff If MdM =Mff w 9CH =
DWIEY M OORPORAMK
740 ® IM" Schneider Engineering C"mtion
_- rA- U da
PW'o emmg
735-1ration
L. J
3020 North Poet Road Engineering
Indianapolis, Indiana Surveying
730 46226 -0068 GIs • US
317- 898 -8282 Geology
317 -899 -8010 Fax
A Partnered Entity with Bohlen, I[em, Gibson & Associates, Inoorpmted
725 C. P. MORGAN COMMUNITIES, LP.
SYCAMORE FARM SECTION 2
CAlaM INDIANA
SANITARY SEWER PLAN
Date Project No. Drawn Approv.
4/18/96 985.02 DMW
Co t P51
IM
L
K
J
H
G
F
E
0
C
N
Aura o r es Sheet No. A
9852C401.DWG
XREF- 9850PLDWG (c 4
XRff- 98501PLDWG
r
�
f
r�
TC- 750.50
b' 1
FOR CONTINUATION
SEE SHEET C402
INV- 745.03(NW) INV- 744.93(SE)
INV- 743.93(NW)
18" RCP
INV - 741.1±
SANITARY SEWER PLAN
EXISTING
ETC- 749.60 GRADE
INV- 743.83(S)
INV- 742.81(N) -
37
WYE & UT.
\ 1 +10
STORM SEWER
AS' SAN MH No. 1
PENDULA DRIVE
7 /
MOM MOM SAYS
DONT
DIG
BLIND"
1= 800 -$82 -6644
CALL TOLL FREE
GENERAL NOTES :
1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE TO THE PIPE
INVERT.
2. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE
NEAREST DOWNSTREAM MANHOLE (MH)
3. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE
SPECIFIED.
4. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE FOOT
LATERAL EXTENSION CONNECTED TO THE WYE. THE END OF THE
LATERAL SHALL BE PLUGGED OR CAPPED.
5. LATERALS SHALL EXTEND TO THE BACK SIDE OF THE UTILITY
EASEMENTS AS SHOWN ON THE PLANS.
6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD
VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
7. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED
IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR
WORKER SAFETY.
9. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
10. FOR STATION AND OFFSETS OF STRUCTURES, SEE DEVELOPMENT
PLAN, SHEET C101.
11. CONTRACTOR SHALL CHECK GRADES do LENGTHS AT EACH
MANHOLE BEFORE CONTINUING CONSTRUCTION. FIELD NOTES ARE
TO BE SUBMITTED TO THE CITY ENGINEER WITHIN 24 HOURS.
12. "AS- BUILT' FIELD DATA IS TO BE OBTAIN BY A REGISTERED
PROFESSIONAL LAND SURVEYOR PRIOR TO FINAL SEALING OF THE
CONE SEC11ON ON EACH MANHOLE.
1= 800= 4284200
FOR CALLS OUTSIDE OF INDIANA
PER INDIANA STATE LAW IS-69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK. I Revisions
SCALE: 1 "=50'
i TC- 756.50
TC- 754.50 i
PROPOSED
GRADE
751.10 EXISTING - � -�� -
TC- 750.00 GRADE
I �
N GRANULAR j
EXIST. 24" RCP + BACKFILL + I
INV- 744.8± " I
1 �
I EXISTING
1
8' PVC (N)
INV- 742.71(S)- _- _ INV- 739.66
INV- 741.65(N) INV- 741.55(SW) EXISTING -�
INV- 740.34(N71-71NV--74n.-2,.4(W) 8" PVC (S)
INV - 739.56
INV- 739.66(E)
251' of 8" PVC A 0.40% 256' of 8" PVC A 0.40% 236' of 8" PVC A 0.45% 269' of 8" PVC A 0.45% 129 of 8" PVC A 0.45%
0
d 0 cv
z o
z �
fn
CID
Q z
N V) z
cn
HORZ.: 1 " =50
' SAN I TAR Y S EWER PROFI L E SCALE, VERT.: 1 =5 9
2 3 4 1 5 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15
765
760
`�����nu►rrrr,�
C. Czq�
���`� Q r ��STER• 'PF'.
qu o.6
755 =_
890267;
' STATE OF
'' SS ZONAL
750
t7ERTWO BY •
--------- m Mac tom W^ mm m ao mi9 CaNDIliED
mm ARE X Dcum Nta=0 A PROPERTY aF 9p#E1DER
E11oNEE" OORPOIMT0 AND ARE NOT M BE USED OR REPBUM
N OW OR N PART, *Mff If MdM =Mff w 9CH =
DWIEY M OORPORAMK
740 ® IM" Schneider Engineering C"mtion
_- rA- U da
PW'o emmg
735-1ration
L. J
3020 North Poet Road Engineering
Indianapolis, Indiana Surveying
730 46226 -0068 GIs • US
317- 898 -8282 Geology
317 -899 -8010 Fax
A Partnered Entity with Bohlen, I[em, Gibson & Associates, Inoorpmted
725 C. P. MORGAN COMMUNITIES, LP.
SYCAMORE FARM SECTION 2
CAlaM INDIANA
SANITARY SEWER PLAN
Date Project No. Drawn Approv.
4/18/96 985.02 DMW
Co t P51
IM
L
K
J
H
G
F
E
0
C
N
Aura o r es Sheet No. A
9852C401.DWG
XREF- 9850PLDWG (c 4
XRff- 98501PLDWG