HomeMy WebLinkAbout2003 C1.11 Sanitary Sewer Plan & Profile`^ark RevIsic
A
DEVELOPMENT
INTERDESIGN
TOTAL ARCHITECTURAL
141 East Ohio Street
Indianapolis, Indiana 46204
Phone 317.263.9655 Fax 317.263.9644
www.interdesign.com
The InterDesign Group, Inc.
doing business as INTERDESIGN. All
rights reserved for original documents
and as -built documents as modified by
construction contractor(s). Reproduction
or reuse must be preceded by written
permission of The InferDesign Group, Inc.
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Drawn
Date
Project
By JCT Checked By DBH
14 MARCH 2003
Number 200208
810
NORTH
UNIT A ,illi
`ti; 1
UNIT B
UNIT C
KEY PLAN
SANITARY SEWER
PLAN and PROFILE
C 1
A
DEVELOPMENT
INTERDESIGN
TOTAL ARCHITECTURAL
141 East Ohio Street
Indianapolis, Indiana 46204
Phone 317.263.9655 Fax 317.263.9644
www.interdesign.com
The InterDesign Group, Inc.
doing business as INTERDESIGN. All
rights reserved for original documents
and as -built documents as modified by
construction contractor(s). Reproduction
or reuse must be preceded by written
permission of The InferDesign Group, Inc.
m o
e
n .X e Pio
Z c V v h o 2j o o°
J p La
W u
N
r
CAL CONDUITS
°LANS
811
`w\
STR. NO. SA -2
INV =79
25 LF OF 6" PVC CLEANOUT REQ D
(SEE PLUMBING PLANS FOR CONTINUATION)
FORMER
789.30
601.96
0 'EQ'D.
OF 12 RCP 2.00%
797.60
802.20
799.3
789.60
790.00
798.60
798.85
MEG
MEG
SIR. NO. SA -1
TC 801.50
E INV 795.50
S INV 797.50
SW INV 797.50
N 9189.2568
E 5715.7458
LIFT STATION
TC 802.00
N INV 798.00
S INV 798.25
N 9171.3489
E 571 96
r' .E INTERCEPTOR
NEENAH R- 1915 -C 1
v B
11
INV 799.00
i
*LF OF 6" PVC AND CLEANOUT REI
(SEEPLDMBING PLANS FOR CONTINU
PROPOSED YOUTH FACILITY
MAIN LEVEL FF ELEV 802.00
ENTRY LEVEL FF ELEV 798.0
802.30
797.95
IMF PVC AND CLEANOUT REQ'D.
INV 798.65
32 LF OF 6° PVC AND CLEANOUT REQ'D.
.1 0(
16, LF OF 799 6 PVC AND CLEANOUT REQ'D.
SEE PLUMBING PLANS FOR CONTINUATION)
MEG
wn-
rsa MEG
D'.97.96
ION)
198
STR. ST -1
TC 832.16
INV 797.00
N 9174.4832
E 5862.5037
INLET TYP A
N 215 -C
780
770
01
CO ce
2 PVC INV 797.50
E:
IST. PROFILE
F PROF1LE GRADE
630 LF OF 2° PVC FORCEMAIN
0 30 60 90 120 150 180 210 240 270 300 330 360
r1
s
FORCEMAIN
PROFILE
SCALES: 1" 30' HORIZONTAL. vERTICA._
MEG
815.08
MEG
MEG
FIRE HYDRANT
PLAN
SCALE: 1 30'
815.61
RECONNECT TO EXISFTNG
GAS SERVICE
817.38
CONTACT AMERITECH
FOR TELEPHONE
SERVICE LOCATION
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ALTERNATE *3
sews
i
7
7
STR. NO. SA -3
TC 806.00
NE INV X6.90
�S Y
INV 799.00
N 9240.2301
E 6342.6613
SANITARY MANHOLE
NEENAH R- 1642 -A
1 802.26
802.5
E
Py
EXIST. STR. NO. SA -7
TC 797.93
66 9
10 LF OF 6" PVC
ROOFDRAIN 0 1.337 MIN.
STR. NO. SA -6
TC 802.00
NW INV 796.20
SE INV 796.30
N 9467.2796
E 6476.3186
SANITARY MANHOLE
NEENAH R- 1642 -A
INV X99.30
6 LF OF' 6" PVC AND CLEANOUT REQ'D. i
(SEE PLUMBING PLANS FOR CONTINUATION)
A9 (F Op I.2
802.26
1
\dYdf NO. SA -5
TC 802.00
o rb s' NW INV 796.83
o SE INV 796.93
N 9426.7318
Q Ci E 6545.1989
NEENAH R- 1642 -A
SANITARY MANHOLE
106 LF OF 6" PVC
J ROOFDRAIN 0 0.77% MIN.
INV 799.30
9 LF OF 6" PVC AND CLEANOUT REQ'D.
(SEE PLUMBING PLANS FOR CONTINUATION)
STR. NO. SA -4
TC 802.00
NE INV 797.56
SW INV 797.66
N 9345.1509
E 6497.1747
SANITARY MANHOLE
NEENAH R- 1642 -A
12 INV 797.0
N 9423.7551
E 6579.4756
S8B
Construction
Additions
to
NORTHVIEW
CHRISTIAN
LIFE
5535 East 131st St.
Carmel, IN. 46033
W
J I
810
4c)
Cd
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li
RDFILf GRADE
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rEXIST. PROFILE
1
PROFILE GRADE
IF
II I Z
n
z
z
N°'Zj
G tINULAR_
BACKRLL REVD.
EX.
8 PVC tle7:;2;
.ate_-
r
INV 797.56
7989
6" PVC INV 796.83
6
6' PVC
797.2
6"
iNV 797.66
PVC INV
6" PVC INV
79890
6" PVC
79900
780
630 LF OF 2"
PVC FORCEN:A\
187 LF OF
6" PVC 0 0.667
95
5 OF 6" PVC 0 0.66%
80 LF OF 6" PVC B
0.667
105 LF OF 6" PVC 1.007
w
1 770
600 630 660 690 720 750 780 810 840 870 900 930 960 990 1000 1050 1080 1110
N
r
CAL CONDUITS
°LANS
811
`w\
STR. NO. SA -2
INV =79
25 LF OF 6" PVC CLEANOUT REQ D
(SEE PLUMBING PLANS FOR CONTINUATION)
FORMER
789.30
601.96
0 'EQ'D.
OF 12 RCP 2.00%
797.60
802.20
799.3
789.60
790.00
798.60
798.85
MEG
MEG
SIR. NO. SA -1
TC 801.50
E INV 795.50
S INV 797.50
SW INV 797.50
N 9189.2568
E 5715.7458
LIFT STATION
TC 802.00
N INV 798.00
S INV 798.25
N 9171.3489
E 571 96
r' .E INTERCEPTOR
NEENAH R- 1915 -C 1
v B
11
INV 799.00
i
*LF OF 6" PVC AND CLEANOUT REI
(SEEPLDMBING PLANS FOR CONTINU
PROPOSED YOUTH FACILITY
MAIN LEVEL FF ELEV 802.00
ENTRY LEVEL FF ELEV 798.0
802.30
797.95
IMF PVC AND CLEANOUT REQ'D.
INV 798.65
32 LF OF 6° PVC AND CLEANOUT REQ'D.
.1 0(
16, LF OF 799 6 PVC AND CLEANOUT REQ'D.
SEE PLUMBING PLANS FOR CONTINUATION)
MEG
wn-
rsa MEG
D'.97.96
ION)
198
STR. ST -1
TC 832.16
INV 797.00
N 9174.4832
E 5862.5037
INLET TYP A
N 215 -C
780
770
01
CO ce
2 PVC INV 797.50
E:
IST. PROFILE
F PROF1LE GRADE
630 LF OF 2° PVC FORCEMAIN
0 30 60 90 120 150 180 210 240 270 300 330 360
r1
s
FORCEMAIN
PROFILE
SCALES: 1" 30' HORIZONTAL. vERTICA._
MEG
815.08
MEG
MEG
FIRE HYDRANT
PLAN
SCALE: 1 30'
815.61
RECONNECT TO EXISFTNG
GAS SERVICE
817.38
CONTACT AMERITECH
FOR TELEPHONE
SERVICE LOCATION
-0
N
�0
U
op O
C.O
MEG t�
O f
MEG
I
s
4
r
8 7.35
MEG
MEG
Etr,
MEG
1
ALTERNATE #3
ALTERNATE *3
sews
i
7
7
STR. NO. SA -3
TC 806.00
NE INV X6.90
�S Y
INV 799.00
N 9240.2301
E 6342.6613
SANITARY MANHOLE
NEENAH R- 1642 -A
1 802.26
802.5
E
Py
EXIST. STR. NO. SA -7
TC 797.93
66 9
10 LF OF 6" PVC
ROOFDRAIN 0 1.337 MIN.
STR. NO. SA -6
TC 802.00
NW INV 796.20
SE INV 796.30
N 9467.2796
E 6476.3186
SANITARY MANHOLE
NEENAH R- 1642 -A
INV X99.30
6 LF OF' 6" PVC AND CLEANOUT REQ'D. i
(SEE PLUMBING PLANS FOR CONTINUATION)
A9 (F Op I.2
802.26
1
\dYdf NO. SA -5
TC 802.00
o rb s' NW INV 796.83
o SE INV 796.93
N 9426.7318
Q Ci E 6545.1989
NEENAH R- 1642 -A
SANITARY MANHOLE
106 LF OF 6" PVC
J ROOFDRAIN 0 0.77% MIN.
INV 799.30
9 LF OF 6" PVC AND CLEANOUT REQ'D.
(SEE PLUMBING PLANS FOR CONTINUATION)
STR. NO. SA -4
TC 802.00
NE INV 797.56
SW INV 797.66
N 9345.1509
E 6497.1747
SANITARY MANHOLE
NEENAH R- 1642 -A
12 INV 797.0
N 9423.7551
E 6579.4756
S8B
Construction
Additions
to
NORTHVIEW
CHRISTIAN
LIFE
5535 East 131st St.
Carmel, IN. 46033