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67 L
F 8" P
VC
48 LF 8" PVC
8" 1/32 PVC BEND
8" 1/16 PVC BEND
42 LF 8" PVC
290 LF 8" PVC
PROPOSED 8" SS
WATER LINE B
PROPOSED PAVEMENT
PROPOSED PAVEMENT
WATER LINE C
2- 6" VALVE BOX, COMPL.2- 8" GATE VALVE, M.J.1- 8" x 8" ANCHOR TEE, M.J.
71 LF 8" PVC 31 LF 8" PVC
10.6’ 1
6.1’
TRANQUILITY
(SEE SAWS STD. DWG. DD-834-01)1- STD. FIRE HYDRANT1- 6" D.I. PIPE, CUT AS REQ’D1- 6" VALVE BOX, COMPL.1- 6" GATE VALVE, M.J.1- 8"x6" ANCHOR TEE, M.J.
2- 6" VALVE BOX, COMPL.2- 8" GATE VALVE, M.J.1- 8" x 8" ANCHOR TEE, M.J.
BEGIN WATER LINE A
S
S S S S
S
M M
M
M M
M
M
M
502525
FEETSCALE
12.5 0
WATER LIN
E A M
ATC
H LIN
E A-A
WATER LINE AWATER DISTRIBUTION PLANS
SHEET 1 OF 5
WA
TE
R LIN
E A M
AT
CH
LIN
E A-A
WA
TE
R LIN
E A M
AT
CH
LIN
E B-B
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
7:1
4
PM
Drawn: Checked: XXXSheet No:
HEAVEN ON EARTH
Designed:
(STA 10+00 TO STA 14+00)BLISS STREET
ROADWAY PLAN AND PROFILES
RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
PROPOSED PAVEMENT
PROPOSED PAVEMENT
115 LF 8" PVC
71 LF 8" P
VC
31 LF 8" P
VC
95 LF 8" P
VC
54 LF 8" P
VC
60 LF 8" PVC
9.9’
16’
PROPOSED 8" SS
2- 8" 1/32 PVC BEND
TRANQUILITY
(SEE SAWS STD. DWG. DD-834-01)1- STD. FIRE HYDRANT1- 6" D.I. PIPE, CUT AS REQ’D2- 6" VAVLE BOX, COMPL.1- 8" GATE VALVE, M.J.1- 6" GATE VALVE, M.J.1- 8"x6" ANCHOR TEE, M.J.
SS
S S
SSS
S
S
M M M M M
M M
MM
TRANQUILITY235 LF 8" PVC 246 LF 8" PVC
PROPOSED 8" SS
2- 6" VALVE BOX, COMPL.2- 8" GATE VALVE, M.J.1- 8" x 8" ANCHOR TEE, M.J.
WATER LINE B
107 LF 8" PVC
PROPOSED PAVEMENT
PROPOSED PAVEMENT
(SEE SAWS STD. DWG. DD-834-01)1- STD. FIRE HYDRANT1- 6" D.I. PIPE, CUT AS REQ’D1- 6" VALVE BOX, COMPL.1- 6" GATE VALVE, M.J.1- 8"x6" ANCHOR TEE, M.J.
SS
S
S S
SS
M M M M
M M
WATER LINE AWATER DISTRIBUTION PLANS
SHEET 2 OF 5
WA
TE
R LIN
E A M
AT
CH
LIN
E B-B
WA
TE
R LIN
E A M
AT
CH
LIN
E C-C
WA
TE
R LIN
E A M
AT
CH
LIN
E C-C
WATER LINE A MATCHLINE D-D
502525
FEETSCALE
12.5 0
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
7:1
8
PM
Drawn: Checked: XXXSheet No:
HEAVEN ON EARTH
Designed:
(STA 10+00 TO STA 14+00)BLISS STREET
ROADWAY PLAN AND PROFILES
RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
3- 8" 1/16 PVC BEND
TRANQUILITY
PROPOSED PAVEMENT
PROPOSED PAVEMENT
PROPOSED 8" SS
256 LF 8" PVC99 LF 8" PVC
10.2’
10.2’
10.1’
14.9’
(SEE SAWS STD. DWG. DD-834-01)1- STD. FIRE HYDRANT1- 6" D.I. PIPE, CUT AS REQ’D1- 6" VAVLE BOX, COMPL.1- 6" GATE VALVE, M.J.1- 8"x6" ANCHOR TEE, M.J.
83 LF 8" PVC
64 LF 8" PVC
54 LF 8" PVC
S S
S
M M
M
8" 1/16 PVC BEND(SEE SAWS STD. DWG. DD-834-01)1- STD. FIRE HYDRANT1- 6" D.I. PIPE, CUT AS REQ’D1- 6" VAVLE BOX, COMPL.1- 6" GATE VALVE, M.J.1- 8"x6" ANCHOR TEE, M.J.
(SEE SAWS STD. DWG. DD-834-01)1- STD. FIRE HYDRANT1- 6" D.I. PIPE, CUT AS REQ’D2- 6" VAVLE BOX, COMPL.1- 8" GATE VALVE BOX, M.J.1- 6" GATE VALVE, M.J.1- 8"x6" ANCHOR TEE, M.J.
TRANQUILITY
PROPOSED 8" SSPROPOSED PAVEMENT
PROPOSED PAVEMENT
10.2’
16’
51 LF 8" PVC
33 LF 8" PVC
448 LF 8" PVC
59 LF 8" PVC
S
S
S
S
S S
S
M
M M
M M
M M
WATER LINE AWATER DISTRIBUTION PLANS
SHEET 3 OF 5
WA
TE
R LIN
E A M
AT
CH
LIN
E D-D
WA
TE
R LIN
E A M
AT
CH
LIN
E E-E
WA
TE
R LIN
E A M
AT
CH
LIN
E F-F
502525
FEETSCALE
12.5 0
WA
TE
R LIN
E A M
AT
CH
LIN
E E-E
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
7:2
1 P
M
Drawn: Checked: XXXSheet No:
HEAVEN ON EARTH
Designed:
(STA 10+00 TO STA 14+00)BLISS STREET
ROADWAY PLAN AND PROFILES
RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
TRANQUILITY
PROPOSED PAVEMENT
PROPOSED PAVEMENT
(SEE SAWS STD. DWG. DD-834-01)1- STD. FIRE HYDRANT1- 6" D.I. PIPE, CUT AS REQ’D2- 6" VAVLE BOX, COMPL.1- 8" GATE VALVE BOX, M.J.1- 6" GATE VALVE, M.J.1- 8"x6" ANCHOR TEE, M.J.
8" 1/32 PVC BEND
PROPOSED 8" SS
392 LF 8" PVC
120 LF 8" PVC84 LF 8" PVC
16.1’
13.3’
S
S
S
S
S S
S S
M M
M M
M M
M M
TRANQUILITY
PROPOSED PAVEMENT
PROPOSED PAVEMENT
PROPOSED 8" SS
8" 1/32 PVC BEND
8" 1/32 PVC BEND
WATER LINE E
2- 6" VALVE BOX, COMPL.2- 8" GATE VALVE, M.J.1- 8" x 8" ANCHOR TEE, M.J.
(SEE SAWS STD. DWG. DD-834-01)1- STD. FIRE HYDRANT1- 6" D.I. PIPE, CUT AS REQ’D1- 6" VAVLE BOX, COMPL.1- 6" GATE VALVE, M.J.1- 8"x6" ANCHOR TEE, M.J.
10.3’
14.9’
90 LF 8" PVC
120 LF 8" PVC40 LF 8"
PVC
181 LF 8" PVC
162 LF 8" PVC
S
S
S S
S
S
SSM
M
M M
M M
M M
WATER LINE AWATER DISTRIBUTION PLANS
SHEET 4 OF 5
WA
TE
R LIN
E A M
AT
CH
LIN
E F-F
WA
TE
R LIN
E A M
AT
CH
LIN
E H-H
WATER LINE A MATCHLINE G-G
WA
TE
R LIN
E A M
AT
CH
LIN
E G-G
502525
FEETSCALE
12.5 0
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
7:2
5
PM
Drawn: Checked: XXXSheet No:
HEAVEN ON EARTH
Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
TRANQUILITY
(SEE SAWS STD. DWG. DD-834-01)1- STD. FIRE HYDRANT1- 6" D.I. PIPE, CUT AS REQ’D1- 6" VAVLE BOX, COMPL.1- 6" GATE VALVE, M.J.1- 8"x6" ANCHOR TEE, M.J.
PROPOSED PAVEMENT
PROPOSED PAVEMENT
PROPOSED 8" SS
4- 8" 1/16 PVC BEND
8" 1/16 PVC BEND
10.3’
10.1’
10.1’ 76 L
F 8" P
VC
41 L
F 8" P
VC
10 LF 8" PVC
56 LF 8" PVC
56 LF 8" PVC
317 LF 8" PVC
55 LF 8" PVC
(SEE SAWS STD. DWG. DD-834-01)1- STD. FIRE HYDRANT1- 6" D.I. PIPE, CUT AS REQ’D1- 6" VAVLE BOX, COMPL.1- 6" GATE VALVE, M.J.1- 8"x6" ANCHOR TEE, M.J.
41 L
F 8" P
VC
S
S
S
SS
S
M
M
M
MM
MM
55 L
F 8" P
VC
UNDER REVIEW WITH SAWSEXACT TIE-IN LOCATION
8" 1/16 PVC BEND
3- 8" 1/32 PVC BEND
2- 6" VALVE BOX, COMPL.2- 8" GATE VALVE, M.J.1- 8" x 8" ANCHOR TEE, M.J.
8" 1/16 PVC BEND
2 8" 1/32 PVC BEND
(SEE SAWS STD. DWG. DD-834-01)1- STD. FIRE HYDRANT1- 6" D.I. PIPE, CUT AS REQ’D1- 6" VAVLE BOX, COMPL.1- 6" GATE VALVE, M.J.1- 8"x6" ANCHOR TEE, M.J.
WATER LINE C
TRANQUILITY
PROPOSED PAVEMENT
PROPOSED PAVEMENT
PROPOSED 8" SS
132 L
F 8" P
VC
71 LF 8" PVC
12 LF 8" PVC
18 LF 8" PVC
290 LF 8" PVC
20 LF 8" PVC
25 LF 8" PVC
28 LF 8" PVC
41 LF 8" PVC
24 LF 8" PVC
END WATER LINE A
S
M
M
M
WATER LINE AWATER DISTRIBUTION PLANS
SHEET 5 OF 5
WATE
R LI
NE A
MATCHLI
NE H-
H
502525
FEETSCALE
12.5 0
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
7:2
7
PM
Drawn: Checked: XXXSheet No:
HEAVEN ON EARTH
Designed:
(STA 10+00 TO STA 14+00)BLISS STREET
ROADWAY PLAN AND PROFILES
RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
2- 6" VALVE BOX, COMPL.2- 8" GATE VALVE, M.J.1- 8" x 8" ANCHOR TEE, M.J.
WATER LINE A
2- 8" 1/16 PVC BEND
(SEE SAWS STD. DWG. DD-834-01)1- STD. FIRE HYDRANT1- 6" D.I. PIPE, CUT AS REQ’D1- 6" VALVE BOX, COMPL.1- 6" GATE VALVE, M.J.1- 8"x6" ANCHOR TEE, M.J.
HARMONY
PROPOSED 8" SS
PROPOSED PAVEMENT
PROPOSED PAVEMENT
87 L
F 8" P
VC
391 LF 8" PVC88 LF 8" PVC
47 LF 8" PVC
14.7’
11.4’
S
SS
SS
SS
S
S
S
S
S
S
M
M
MM
MM
MM
MM
M
M
WATER LINE BWATER DISTRIBUTION PLANS
SHEET 1 OF 1
502525
FEETSCALE
12.5 0
WA
TE
R LIN
E B M
AT
CH
LIN
E A-A
WA
TE
R LIN
E B M
AT
CH
LIN
E A-A
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
7:3
1 P
M
Drawn: Checked: XXXSheet No:
HEAVEN ON EARTH
Designed:
(STA 10+00 TO STA 14+00)BLISS STREET
ROADWAY PLAN AND PROFILES
RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
HARMONY
PROPOSED PAVEMENT
PROPOSED PAVEMENT
PROPOSED 8" SSPROPOSED 8" SS
348 LF 8" PVC192 LF 8" PVC
WATER LINE C
1- 6" VALVE BOX, COMPL.1- 8" GATE VALVE, M.J.1- 8" x 8" ANCHOR TEE, M.J.
14.7’
15.4’
(SEE SAWS STD. DWG. DD-834-01)1- STD. FIRE HYDRANT1- 6" D.I. PIPE, CUT AS REQ’D1- 6" VALVE BOX, COMPL.1- 6" GATE VALVE, M.J.1- 8"x6" ANCHOR TEE, M.J.
SSS
S S SS
SS
S
M
MM
MM
MM
MM
MM
2- 6" VALVE BOX, COMPL.2- 8" GATE VALVE, M.J.1- 8" x 8" ANCHOR TEE, M.J.
WATER LINE A
1- 6" VALVE BOX, COMPL.1- 8" GATE VALVE, M.J.1- 8" x 8" ANCHOR TEE, M.J.
WATER LINE D
PROPOSED PAVEMENT
PROPOSED PAVEMENT
PARADISE
PROPOSED 8" SS
258 LF 8" PVC
92 LF 8" PVC
1- 6" VALVE BOX, COMPL.1- 8" GATE VALVE, M.J.1- 8" x 8" ANCHOR TEE, M.J.
3- 8" 1/16 PVC BEND
8" 1/32 PVC BEND
8" 1/32 PVC BEND
WATER LINE B
13.6’
11.5’
70 LF 8"PVC39 LF 8"PVC
37 LF 8"PVC
36 LF 8" PVC
33 LF 8" PVC
10 LF 8" PVC
BEGIN WATER LINE C
SS
S
S
S
S
S
MM
MM
M
WATER LINE CWATER DISTRIBUTION PLANS
SHEET 1 OF 5
502525
FEETSCALE
12.5 0
WATER LINE C MATCHLINE A-A
WA
TE
R LIN
E C M
AT
CH
LIN
E A-A
WA
TE
R LIN
E C M
AT
CH
LIN
E B-B
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
7:3
5
PM
Drawn: Checked: XXXSheet No:
HEAVEN ON EARTH
Designed:
(STA 10+00 TO STA 14+00)BLISS STREET
ROADWAY PLAN AND PROFILES
RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
WATER LINE D
PROPOSED PAVEMENT
PROPOSED PAVEMENT
PROPOSED 8" SS
PARADISE
2- 6" VALVE BOX, COMPL.2- 8" GATE VALVE, M.J.1- 8" x 8" ANCHOR TEE, M.J.
(SEE SAWS STD. DWG. DD-834-01)1- STD. FIRE HYDRANT1- 6" D.I. PIPE, CUT AS REQ’D1- 6" VAVLE BOX, COMPL.1- 6" GATE VALVE, M.J.1- 8"x6" ANCHOR TEE, M.J.
289 LF 8" PVC128 LF 8" PVC
190 LF 8" PVC
S
SSS
SS M MM M
M M
M
12.5’
(SEE SAWS STD. DWG. DD-834-01)1- STD. FIRE HYDRANT1- 6" D.I. PIPE, CUT AS REQ’D1- 6" VAVLE BOX, COMPL.1- 6" GATE VALVE, M.J.1- 8"x6" ANCHOR TEE, M.J.
12.5’
PROPOSED 8" SS
PARADISE
PROPOSED PAVEMENT
PROPOSED PAVEMENT
158 LF 8" PVC
452 LF 8" PVC30 LF 8" PVC
42 LF 8" PVC
SSSS
SS
S
MM M
M MM M
WATER LINE CWATER DISTRIBUTION PLANS
SHEET 2 OF 5
WA
TE
R LIN
E C M
AT
CH
LIN
E B-B
WA
TE
R LIN
E C M
AT
CH
LIN
E C-C
WA
TE
R LIN
E C M
AT
CH
LIN
E C-C
502525
FEETSCALE
12.5 0
WATER LINE C M
ATCHLINE D-D
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
7:3
8
PM
Drawn: Checked: XXXSheet No:
HEAVEN ON EARTH
Designed:
(STA 10+00 TO STA 14+00)BLISS STREET
ROADWAY PLAN AND PROFILES
RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
PROPOSED PAVEMENT
PROPOSED PAVEMENT
281 LF 8" PVC
2- 8" 1/4 PVC BEND
11.5’
PROPOSED 8" SS
66 LF 8" PVC
30 LF 8" PVC
15 LF 8" PVC
12 LF 8" PVC
10 LF 8" PVC
42 L
F 8" P
VC
PARADISE
(SEE SAWS STD. DWG. DD-834-01)1- STD. FIRE HYDRANT1- 6" D.I. PIPE, CUT AS REQ’D1- 6" VAVLE BOX, COMPL.1- 6" GATE VALVE, M.J.1- 8"x6" ANCHOR TEE, M.J.
WATER LINE A
42 LF 8" PVC
2- 6" VALVE BOX, COMPL.2- 8" GATE VALVE, M.J.1- 8" x 8" ANCHOR TEE, M.J.
5- 8" 1/32 PVC BEND
2- 8" 1/4 PVC BEND
8" 1/32 PVC BEND
PROPOSED DRAINAGE EASEMENT
11’
10.4’
37 LF 8" PVC
14 LF 8" PVC
12 LF 8" PVC
15 LF 8" PVC
56 LF 8" P
VC
39 LF 8" P
VC
8" 1/3
2 P
VC B
EN
D
10.4’
14 L
F 8" P
VC
12 L
F 8" P
VC
(SEE SAWS STD. DWG. DD-834-01)1- STD. FIRE HYDRANT1- 6" D.I. PIPE, CUT AS REQ’D2- 6" VAVLE BOX, COMPL.1- 8" GATE VALVE, M.J.1- 6" GATE VALVE, M.J.1- 8"x6" ANCHOR TEE, M.J.
2- 8" 1/32 PVC BEND
6- 8" 1/32 PVC BEND
PARADISE
PROPOSED PAVEMENT
PROPOSED 8" SS
27 LF 8" PVC
39 LF 8" PVC
70 LF 8" PVC
28 LF 8" PVC
37 LF 8" PVC
54 LF 8" PVC
41 LF 8" PVC
173
LF 8" P
VC
PROPOSED PAVEMENT
21 LF 8" PVC
40 LF 8" PVC
9.5’
9.3’
9.1’
10.6’
S
S
S
M
M
M
WATER LINE CWATER DISTRIBUTION PLANS
SHEET 3 OF 5
WATE
R LIN
E M
ATC
HLI
NE D-D
WATE
R LIN
E C M
ATC
HLIN
E E-E
WA
TE
R LIN
E C M
AT
CH
LIN
E E-E
WA
TE
R LIN
E C M
AT
CH
LIN
E F-F
502525
FEETSCALE
12.5 0
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
7:4
2
PM
Drawn: Checked: XXXSheet No:
HEAVEN ON EARTH
Designed:
(STA 10+00 TO STA 14+00)BLISS STREET
ROADWAY PLAN AND PROFILES
RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
205 LF 8" PVC 399 LF 8" PVC
PARADISE
PROPOSED PAVEMENT
PROPOSED PAVEMENT
PROPOSED DRAINAGE EASEMENT
(SEE SAWS STD. DWG. DD-834-01)1- STD. FIRE HYDRANT1- 6" D.I. PIPE, CUT AS REQ’D1- 6" VAVLE BOX, COMPL.1- 6" GATE VALVE, M.J.1- 8"x6" ANCHOR TEE, M.J.
PROPOSED DRAINAGE EASEMENT
PROPOSED 8" SS
16.3’
SS
SS
SS
SS
MMMM
MMMM
(SEE SAWS STD. DWG. DD-834-01)1- STD. FIRE HYDRANT1- 6" D.I. PIPE, CUT AS REQ’D1- 6" VAVLE BOX, COMPL.1- 6" GATE VALVE, M.J.1- 8"x6" ANCHOR TEE, M.J.
(SEE SAWS STD. DWG. DD-834-01)1- STD. FIRE HYDRANT1- 6" D.I. PIPE, CUT AS REQ’D2- 6" VAVLE BOX, COMPL.1- 8" GATE VALVE, M.J.1- 6" GATE VALVE, M.J.1- 8"x6" ANCHOR TEE, M.J.
PARADISE
PROPOSED PAVEMENT
PROPOSED PAVEMENT
PROPOSED 8" SS
16.2’
1- 6" VALVE BOX, COMPL.1- 8" GATE VALVE, M.J.1- 8" x 8" ANCHOR TEE, M.J.
PROPOSED DRAINAGE EASEMENTPROPOSED DRAINAGE EASEMENT
WATER LINE E
51 LF 8" PVC 314 LF 8" PVC138 LF 8" PVC 92 LF 8" PVC
SSSS
S
MMMM
WATER LINE CWATER DISTRIBUTION PLANS
SHEET 4 OF 5
WA
TE
R LIN
E C M
AT
CH
LIN
E F-F
WA
TE
R LIN
E C M
AT
CH
LIN
E G-G
WA
TE
R LIN
E C M
AT
CH
LIN
E G-G
WA
TE
R LIN
E C M
AT
CH
LIN
E H-H
502525
FEETSCALE
12.5 0
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
7:4
6
PM
Drawn: Checked: XXXSheet No:
HEAVEN ON EARTH
Designed:
(STA 10+00 TO STA 14+00)BLISS STREET
ROADWAY PLAN AND PROFILES
RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
PARADISE
PROPOSED PAVEMENT
PROPOSED PAVEMENT
PROPOSED 8" SS
(SEE SAWS STD. DWG. DD-834-01)1- STD. FIRE HYDRANT1- 6" D.I. PIPE, CUT AS REQ’D2- 6" VAVLE BOX, COMPL.1- 8" GATE VALVE, M.J.1- 6" GATE VALVE, M.J.1- 8"x6" ANCHOR TEE, M.J.
16.8’
355 LF 8" PVC 238 LF 8" PVC
SS
SS
S S
SS
MMMM
MMMM
WATER LINE A
(SEE SAWS STD. DWG. DD-834-01)1- STD. FIRE HYDRANT1- 6" D.I. PIPE, CUT AS REQ’D1- 6" VAVLE BOX, COMPL.1- 6" GATE VALVE, M.J.1- 8"x6" ANCHOR TEE, M.J.
8" 1/16 PVC BEND
PARADISEPROPOSED 8" SS
PROPOSED PAVEMENT
PROPOSED PAVEMENT
2- 6" VALVE BOX, COMPL.2- 8" GATE VALVE, M.J.1- 8" x 8" ANCHOR TEE, M.J.
16.8’
212 LF 8" PVC 180 LF 8" PVC
90 LF 8" P
VC
END WATER LINE C
SSSS
M
M MMM
WATER LINE CWATER DISTRIBUTION PLANS
SHEET 5 OF 5
WA
TE
R LIN
E C M
AT
CH
LIN
E H-H
502525
FEETSCALE
12.5 0
3/6/2013
11:2
7:4
9
PM
Drawn: Checked: XXXSheet No:
HEAVEN ON EARTH
Designed:
(STA 10+00 TO STA 14+00)BLISS STREET
ROADWAY PLAN AND PROFILES
RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
1- 6" VALVE BOX, COMPL.1- 8" GATE VALVE, M.J.1- 8" x 8" ANCHOR TEE, M.J.
(SEE SAWS STD. DWG. DD-834-01)1- STD. FIRE HYDRANT1- 6" D.I. PIPE, CUT AS REQ’D2- 6" VAVLE BOX, COMPL.1- 8" GATE VALVE, M.J.1- 6" GATE VALVE, M.J.1- 8"x6" ANCHOR TEE, M.J.
8" 1/4 PVC BEND
8" 1/4 PVC BEND
8" 1/4 PVC BEND
2- 6" VALVE BOX, COMPL.2- 8" GATE VALVE, M.J.1- 8" x 8" ANCHOR TEE, M.J. WATER LINE C
WATER LINE D END
WATER LINE D START
PARADISE
28 LF 8" PVC
238 L
F 8" P
VC
84 L
F 8" P
VC
242 L
F 8" P
VC
218 L
F 8" P
VC
360 LF 8" PVC
83 LF 8" PVC
PROPOSED 8" SS
S
S
S
S
SSS M M
M M
M
M
M
M
M
WATER LINE DWATER DISTRIBUTION PLANS
SHEET 1 OF 1
WA
TE
R LIN
E C M
AT
CH
LIN
E A-A
502525
FEETSCALE
12.5 0
3/6/2013
11:2
7:5
1 P
M
Drawn: Checked: XXXSheet No:
HEAVEN ON EARTH
Designed:
(STA 10+00 TO STA 14+00)BLISS STREET
ROADWAY PLAN AND PROFILES
RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
1- 6" VALVE BOX, COMPL.1- 8" GATE VALVE, M.J.1- 8" x 8" ANCHOR TEE, M.J.
(SEE SAWS STD. DWG. DD-834-01)1- STD. FIRE HYDRANT1- 6" D.I. PIPE, CUT AS REQ’D1- 6" VAVLE BOX, COMPL.1- 6" GATE VALVE, M.J.1- 8"x6" ANCHOR TEE, M.J.
WATER LINE C
4- 8" 1/16 PVC BEND4
PROPOSED 8" SS
BLISS
196 LF 8" PVC
147 LF 8" PVC
PROPOSED PAVEMENT
PROPOSED PAVEMENT
PROPOSED DRAINAGE EASEMENT
12’
9.6’
10.7’
11.2’
12.9’
71 L
F 8" P
VC
86 LF 8" PVC
66 LF 8" PVC
94 LF 8" PVC
8" 1/32 P
VC BEND
13 LF 8" P
VC
S
S
S
S
M
M
M
M
WATER LINE C
WATER DISTRIBUTION PLANS
SHEET 1 OF 2
502525
FEETSCALE
12.5 0
WA
TE
R LIN
E E M
AT
CH
LIN
E A-A
WATE
R LIN
E E M
ATC
HLIN
E A-A
WA
TE
R LIN
E E M
AT
CH
LIN
E B-B
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
7:5
5
PM
Drawn: Checked: XXXSheet No:
HEAVEN ON EARTH
Designed:
(STA 10+00 TO STA 14+00)BLISS STREET
ROADWAY PLAN AND PROFILES
RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
PROPOSED PAVEMENT
PROPOSED PAVEMENT
(SEE SAWS STD. DWG. DD-834-01)1- STD. FIRE HYDRANT1- 6" D.I. PIPE, CUT AS REQ’D2- 6" VAVLE BOX, COMPL.1- 6" GATE VALVE, M.J.1- 8" GATE VALVE, M.J.1- 8"x6" ANCHOR TEE, M.J.
BLISSPROPOSED 8" SS8" 1/32 PVC BEND
8" 1/32 PVC BEND
8" 1/32 PVC BEND
13 LF 8" PVC
96 LF 8" PVC
146 LF 8" PVC
11 LF 8" PVC
311 LF 8" PVC
SS
SS
S
S
S
MM
M
MM
MM
BLISS
PROPOSED 8" SS
PROPOSED PAVEMENT
PROPOSED PAVEMENT
PROPOSED DRAINAGE EASEMENT
(SEE SAWS STD. DWG. DD-834-01)1- STD. FIRE HYDRANT1- 6" D.I. PIPE, CUT AS REQ’D1- 6" VAVLE BOX, COMPL.1- 6" GATE VALVE, M.J.1- 8"x6" ANCHOR TEE, M.J.
2- 6" VALVE BOX, COMPL.2- 8" GATE VALVE, M.J.1- 8" x 8" ANCHOR TEE, M.J.
WATER LINE A
127 LF 8" PVC 324 LF 8" PVC
S
S
SS
S
MM
MM
M
WATER LINE CWATER DISTRIBUTION PLANS
SHEET 2 OF 2
WA
TE
R LIN
E E M
AT
CH
LIN
E B-B
502525
FEETSCALE
12.5 0
3/6/2013
11:2
7:5
8
PM
Drawn: Checked: XXXSheet No:
HEAVEN ON EARTH
Designed:
(STA 10+00 TO STA 14+00)BLISS STREET
ROADWAY PLAN AND PROFILES
RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
SHEET 1 OF 2
SEWER LINE APLAN AND PROFILES
SANITARY SEWER
SE
WE
R LIN
E A M
AT
CH
LIN
E A-A
SE
WE
R LIN
E A M
AT
CH
LIN
E A-A
502525
FEETSCALE
12.5 0
S S S S
SEWER LINE C
SEWER LINE B
M M
M
M M
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
8:0
0
PM
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
Sewer Line A0+00.00 0+50.00 1+00.00 1+50.00 2+00.00 2+50.00 3+00.00 3+50.00 4+00.00 4+50.00 5+00.00 5+50.00955.00
960.00
965.00
970.00970.16
EL.9
65.3
2
0+00.0
0
SN-1
EL.9
66.0
9
1+11.7
4
SN-2
EL.9
66.3
0
1+69.8
0
SN-3
EL.9
66.8
3
3+05.6
3
SN-4
EL.9
67.4
4
4+57.2
2
SN-5
107.74 L.F. 8" PVC Wastewater Line @ 0.42 %54.06 L.F. 8" PVC Wastewater Line @ 0.40 %
131.83 L.F. 8" PVC Wastewater Line @ 0.40 %
147.59 L.F. 8" PVC Wastewater Line @ 0.40 %
961.6
5
962.1
0
962.1
0
962.3
2
962.3
2
962.8
4
962.8
4
963.4
3
963.7
7
961.8
5
962.0
6
962.2
5
962.4
3
962.6
3
962.8
3
963.0
1
963.2
1
963.4
1
963.9
5
964.1
6
0.67
963.43
SL-2 (1)
0.67
963.43
SL-2 (1)
0.67
957.14
SL-3 (18)
0.67
957.14
SL-3 (19)
60.61 L.F. 8" PVC Wastewater Line @ 0.42 %
105.18 L.F. 8" PVC Wastewater Line @ 0.42 %
EXISTING GROUND
5+66.70
(STA. 0+00 TO STA. 5+66.70)SANITARY SEWER LINE A
SHEET 2 OF 2
SEWER LINE APLAN AND PROFILES
SANITARY SEWER
SE
WER LIN
E A M
ATC
HLIN
E A-A
SE
WE
R LIN
E A M
AT
CH
LIN
E A-A
502525
FEETSCALE
12.5 0
SS
S S
SSS
S
S
M M M M M
M M
MM
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
8:0
2
PM
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
6+00.00 6+50.00 7+00.00 7+50.00 8+00.00 8+50.00 9+00.00 9+50.00 10+00.00 10+50.00 11+00.00 11+39.69
EL.9
68.1
5
6+27.0
1
SN-6
EL.9
68.5
3
7+28.4
4
SN-7
EL.9
68.8
3
8+05.9
5
SN-8
EL.9
70.1
6
11+39.6
9
SN-9
97.42 L.F. 8" PVC Wastewater Line @ 0.40 %73.51 L.F. 8" PVC Wastewater Line @ 0.40 %
329.74 L.F. 8" PVC Wastewater Line @ 0.41 %
964.4
7
964.4
7
964.8
6
964.8
6
965.1
6
965.1
6
966.5
0
964.3
7
964.5
6
964.7
6
964.9
4
965.1
4
965.3
3
965.5
3
965.7
3
965.9
4
966.1
4
966.3
4
60.61 L.F. 8" PVC Wastewater Line @ 0.42 %
EXISTING GROUND
5+66.70
(STA. 5+66.70 TO END)SANITARY SEWER LINE A
SHEET 1 OF 2
SEWER LINE BPLAN AND PROFILES
SANITARY SEWER
502525
FEETSCALE
12.5 0
SE
WE
R LIN
E B M
AT
CH
LIN
E A-A
SE
WE
R LIN
E B M
AT
CH
LIN
E A-A
SS
SS
SS
S
S
S
S
S
S
SEWER LINE A
M
M
MM
MM
MM
MM
M
M
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
8:0
5
PM
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
Sewer Line B0+00.00 0+50.00 1+00.00 1+50.00 2+00.00 2+50.00 3+00.00 3+50.00 4+00.00 4+50.00 5+00.00 5+50.00955.00
960.00
965.00
970.00
975.00
EL.9
67.4
4
0+00.0
0
027-1
63-3
10
SN-5
EL.9
67.4
4
0+89.0
7
027-1
63-3
10
SN-1
0
EL.9
67.7
2
1+39.8
9
027-1
63-3
10
SN-1
1
EL.9
68.7
2
3+26.8
6
027-1
63-3
10
SN-1
2
85.07 L.F. 8" PVC Wastewater Line @ 0.40 %46.82 L.F. 8" PVC Wastewater Line @ 0.58 %
182.97 L.F. 8" PVC Wastewater Line @ 0.55 %
248.52 L.F. 8" PVC Wastewater Line @ 0.52 %
963.4
3
963.7
7
963.7
7
964.0
5
964.0
5
965.0
6
965.0
6
963.6
3
963.8
3
964.0
9
964.3
7
964.6
4
964.9
2
965.1
7
965.4
2
965.6
8
965.9
4
966.2
0
0.67
963.43
SL-1 (4)
0.67
963.77
SL-1 (5)
5+77.30
(STA. 0+00 TO STA. 5+77.30)SANITARY SEWER LINE B
EXISTING GROUND
SHEET 2 OF 2
SEWER LINE BPLAN AND PROFILES
SANITARY SEWER
502525
FEETSCALE
12.5 0
SE
WE
R LIN
E B M
AT
CH
LIN
E A-A
SE
WE
R LIN
E B M
AT
CH
LIN
E A-A
S
SS
SSMM
MM
MM
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
8:0
7
PM
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
6+00.00 6+50.00 7+00.00 7+50.00 7+57.13
EL.9
70.9
3
7+57.1
3
027-1
63-3
10
SN-1
3
967.2
7
966.4
6
966.7
2
966.9
8
967.2
4
5+77.30
(STA. 5+77.30 TO END)SANITARY SEWER LINE B
EXISTING GROUND
177.75 L.F. 8" PVC Wastewater Line @ 0.52 %
SHEET 1 OF 8
SEWER LINE CPLAN AND PROFILES
SANITARY SEWER
502525
FEETSCALE
12.5 0
SE
WE
R LIN
E C M
AT
CH
LIN
E A-A
SE
WE
R LIN
E C M
AT
CH
LIN
E A-A
S S S S
S
SEWER LINE F
M
MM
M
M M
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
8:0
9
PM
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
Sewer Line C0+00.00 0+50.00 1+00.00 1+50.00 2+00.00 2+50.00 3+00.00 3+50.00 4+00.00 4+50.00 5+00.00 5+50.00935.00
940.00
945.00
950.00
955.00
960.00
965.00
970.00
975.00
EL.9
54.5
4
0+00.0
0
027-1
63-3
10
SN-1
4
EL.9
54.7
3
0+56.8
9
027-1
63-3
10
SN-1
5
EL.9
55.3
1
1+21.8
2
027-1
63-3
10
SN-1
6
EL.9
57.9
9
4+21.3
3
027-1
63-3
10
SN-3
5
52.89 L.F. 8" PVC Wastewater Line @ 0.40 %60.94 L.F. 8" PVC Wastewater Line @ 0.40 %
295.50 L.F. 8" PVC Wastewater Line @ 0.40 %
942.2
4
942.4
6
942.4
6
942.7
0
942.7
0
943.8
8
943.8
8
942.4
4
942.6
2
942.8
0
943.0
0
943.2
0
943.4
0
943.6
0
943.8
0
943.9
9
944.1
9
944.3
9
0.67
942.24
SL-6 (2)
5+91.72
EXISTING GROUND
168.43 L.F. 8" PVC Wastewater Line @ 0.40 %
(STA. 0+00 TO STA. 5+91.72) SANITARY SEWER LINE C
SHEET 2 OF 8
SEWER LINE CPLAN AND PROFILES
SANITARY SEWER
502525
FEETSCALE
12.5 0
SE
WE
R LIN
E C M
AT
CH
LIN
E A-A
SE
WE
R LIN
E C M
AT
CH
LIN
E A-A
SE
WE
R LIN
E C M
AT
CH
LIN
E B-B
SE
WE
R LIN
E C M
AT
CH
LIN
E B-B
S
S S
SS
S S
M M M
M M M M
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
8:1
1 P
M
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
6+00.00 6+50.00 7+00.00 7+50.00 8+00.00 8+50.00 9+00.00 9+50.00 10+00.00 10+50.00 11+00.00 11+50.00
EL.9
61.6
3
8+24.2
8
027-1
63-3
10
SN-1
7
230.52 L.F. 8" PVC Wastewater Line @ 0.40 %
323.71 L.F. 8" PVC Wastewater Line @ 0.40 %
945.4
8
945.4
8
944.5
9
944.7
9
944.9
9
945.1
9
945.3
9
945.5
7
945.7
7
945.9
7
946.1
7
946.3
7
946.5
7
946.7
7
5+91.72 11+68.72
EXISTING GROUND
(STA. 5+91.72 TO STA. 11+68.72) SANITARY SEWER LINE C
SHEET 3 OF 8
SEWER LINE CPLAN AND PROFILES
SANITARY SEWER
502525
FEETSCALE
12.5 0
SE
WE
R LIN
E C M
AT
CH
LIN
E B-B
SE
WE
R LIN
E C M
AT
CH
LIN
E B-B
SE
WE
R LIN
E C M
AT
CH
LIN
E C-C
SE
WE
R LIN
E C M
AT
CH
LIN
E C-C
S S S S
S
SEWER LINE E
M M M M
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
8:1
4
PM
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
12+00.00 12+50.00 13+00.00 13+50.00 14+00.00 14+50.00 15+00.00 15+50.00 16+00.00 16+50.00 17+00.00
EL.9
63.4
4
12+27.2
6
027-1
63-3
10
SN-1
8
EL.9
63.0
4
13+45.0
3
027-1
63-3
10
SN-1
9
EL.9
63.9
4
16+30.2
4
027-1
63-3
10
SN-2
0
113.77 L.F. 8" PVC Wastewater Line @ 0.40 %
281.21 L.F. 8" PVC Wastewater Line @ 0.40 %
947.0
7
947.0
7
947.5
3
947.5
3
948.6
5
948.6
5
946.9
7
947.1
6
947.3
6
947.5
4
947.7
4
947.9
4
948.1
4
948.3
4
948.5
4
948.7
2
948.9
2
0.67
958.28
SL-5 (1)
0.67
958.28
SL-5 (1)
11+68.72
75.27 L.F. 8" PVC Wastewater Line @ 0.40 %
EXISTING GROUND
17+42.27
110.05 L.F. 8" PVC Wastewater Line @ 0.40 %
(STA. 11+68.72 TO STA. 17+42.27) SANITARY SEWER LINE C
SHEET 4 OF 8
SEWER LINE CPLAN AND PROFILES
SANITARY SEWER
502525
FEETSCALE
12.5 0
SE
WE
R LIN
E C M
AT
CH
LIN
E C-C
SE
WE
R LIN
E C M
AT
CH
LIN
E C-C
SE
WE
R LIN
E C M
AT
CH
LIN
E D-D
SE
WE
R LIN
E C M
AT
CH
LIN
E D-D
S S
S S
S S
S S
M M M M
M M M M
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
8:1
6
PM
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
17+50.00 18+00.00 18+50.00 19+00.00 19+50.00 20+00.00 20+50.00 21+00.00 21+50.00 22+00.00 22+50.00 23+00.00
EL.9
62.2
4
20+33.2
0
027-1
63-3
10
SN-2
1
288.91 L.F. 8" PVC Wastewater Line @ 0.40 %
279.62 L.F. 8" PVC Wastewater Line @ 0.40 %
950.2
5
950.2
5
949.1
2
949.3
2
949.5
2
949.7
2
949.9
2
950.1
2
950.3
1
950.5
1
950.7
1
950.9
1
951.1
1
951.3
1
17+42.27
23+14.84
(STA. 17+42.27 TO STA. 23+14.84) SANITARY SEWER LINE C
EXISTING GROUND
SHEET 5 OF 8
SEWER LINE CPLAN AND PROFILES
SANITARY SEWER
502525
FEETSCALE
12.5 0
SE
WER LIN
E C M
ATC
HLI
NE D-D
SE
WE
R LIN
E C M
AT
CH
LIN
E D-D
SE
WE
R LIN
E C M
AT
CH
LIN
E E-E
SE
WER LIN
E C M
ATC
HLI
NE E-E
S
S
S
M
MM
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
8:1
8
PM
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
23+50.00 24+00.00 24+50.00 25+00.00 25+50.00 26+00.00 26+50.00 27+00.00 27+50.00 28+00.00 28+50.00
EL.9
60.9
4
24+36.1
7
027-1
63-3
10
SN-2
2
EL.9
61.3
6
25+28.6
6
027-1
63-3
10
SN-2
3
EL.9
61.8
1
26+30.1
0
027-1
63-3
10
SN-2
4
EL.9
62.2
1
27+24.0
1
027-1
63-3
10
SN-2
5
EL.9
62.6
2
28+16.4
9
027-1
63-3
10
SN-2
6
88.49 L.F. 8" PVC Wastewater Line @ 0.40 %97.43 L.F. 8" PVC Wastewater Line @ 0.40 %
89.91 L.F. 8" PVC Wastewater Line @ 0.40 %88.48 L.F. 8" PVC Wastewater Line @ 0.40 %
56.89 L.F. 8" PVC Wastewater Line @ 0.40 %
951.8
4
951.8
4
952.2
0
952.2
0
952.5
9
952.5
9
952.9
5
952.9
5
953.3
0
953.3
0
951.5
1
951.7
1
951.8
9
952.0
9
952.2
8
952.4
8
952.6
6
952.8
6
953.0
4
953.2
4
953.4
3
23+14.84
119.35 L.F. 8" PVC Wastewater Line @ 0.40 %
28+75.37
EXISTING GROUND
(STA. 23+14.84 TO STA. 28+75.37) SANITARY SEWER LINE C
SHEET 6 OF 8
SEWER LINE CPLAN AND PROFILES
SANITARY SEWER
502525
FEETSCALE
12.5 0
SE
WE
R LIN
E C M
AT
CH
LIN
E E-E
SE
WER LIN
E C M
ATC
HLI
NE E-E
SE
WE
R LIN
E C M
AT
CH
LIN
E F-F
SE
WE
R LIN
E C M
AT
CH
LIN
E F-F
SEWER LINE A
EXIS
T.
EL.
PR
OP.
EL.
3/6/2
013
11:2
8:2
1 P
M
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
29+00.00 29+50.00 30+00.00 30+50.00 31+00.00 31+50.00 32+00.00 32+50.00 33+00.00 33+50.00 34+00.00 34+50.00
EL.9
63.0
2
29+06.1
3
027-1
63-3
10
SN-2
7
EL.9
63.4
3
29+99.0
5
027-1
63-3
10
SN-2
8
EL.9
63.8
5
30+92.1
0
027-1
63-3
10
SN-2
9
EL.9
64.1
5
31+66.2
6
027-1
63-3
10
SN-3
0
EL.9
65.3
2
34+22.3
4
027-1
63-3
10
SN-1
88.92 L.F. 8" PVC Wastewater Line @ 0.40 %
89.06 L.F. 8" PVC Wastewater Line @ 0.95 %
70.16 L.F. 8" PVC Wastewater Line @ 0.40 %
252.07 L.F. 8" PVC Wastewater Line @ 0.40 %
27.04 L.F. 8" PVC Wastewater Line @ 0.40 %
953.6
4
953.6
4
954.0
0
955.0
0 955.8
5
955.8
5
956.1
3
956.1
3
957.1
4
957.1
4
953.6
3
953.8
1
955.4
7
955.8
7
956.0
7
956.2
6
956.4
6
956.6
6
956.8
6
957.0
6
957.2
4
0.67
961.65
SL-1 (1)
0.67
961.65
SL-1 (1)
28.75 L.F. 8" PVC Wastewater Line @ 0.40 %
28+75.37
34+51.37
(STA. 28+75.37 TO STA. 34+51.37) SANITARY SEWER LINE C
EXISTING GROUND
SHEET 7 OF 8
SEWER LINE CPLAN AND PROFILES
SANITARY SEWER
502525
FEETSCALE
12.5 0
SE
WE
R LIN
E C M
AT
CH
LIN
E F-F
SE
WE
R LIN
E C M
AT
CH
LIN
E F-F
SE
WE
R LIN
E C M
AT
CH
LIN
E G-G
SE
WE
R LIN
E C M
AT
CH
LIN
E G-G
SSSSS SM
M M M M
EXIS
T.
EL.
PR
OP.
EL.
3/6/2
013
11:2
8:2
3
PM
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
34+50.00 35+00.00 35+50.00 36+00.00 36+50.00 37+00.00 37+50.00 38+00.00 38+50.00 39+00.00 39+50.00 40+00.00
EL.9
65.7
2
35+14.6
6
027-1
63-3
10
SN-3
1
EL.9
67.5
8
39+17.6
8
027-1
63-3
10
SN-3
2
399.03 L.F. 8" PVC Wastewater Line @ 0.40 %
957.4
9
957.4
9
959.0
9
959.0
9
957.4
4
957.6
3
957.8
3
958.0
3
958.2
3
958.4
3
958.6
3
958.8
3
959.0
3
959.2
1
959.4
1
84.84 L.F. 8" PVC Wastewater Line @ 0.40 %
34+51.37
(STA. 34+51.37 TO STA. 40+29.63) SANITARY SEWER LINE C
EXISTING GROUND
40+29.63
109.97 L.F. 8" PVC Wastewater Line @ 0.40 %
SHEET 8 OF 8
SEWER LINE CPLAN AND PROFILES
SANITARY SEWER
502525
FEETSCALE
12.5 0
SE
WE
R LIN
E C M
AT
CH
LIN
E G-G
SE
WE
R LIN
E C M
AT
CH
LIN
E G-G
S
SSSSSS
SEWER LINE D
M M M M M M
EXIS
T.
EL.
PR
OP.
EL.
3/6/2
013
11:2
8:2
5
PM
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
40+50.00 41+00.00 41+50.00 42+00.00 42+50.00 43+00.00 43+50.00 44+00.00 44+50.00 45+00.00 45+50.00 45+57.14
EL.9
69.4
2
43+20.6
4
027-1
63-3
10
SN-3
3
EL.9
69.8
0
45+57.1
4
027-1
63-3
10
SN-3
4
288.99 L.F. 8" PVC Wastewater Line @ 0.40 %
232.50 L.F. 8" PVC Wastewater Line @ 0.40 %
960.6
8
965.2
0 9
66.1
3
959.6
1
959.8
1
960.0
1
960.2
1
960.4
1
960.6
1
965.3
1
965.5
1
965.7
1
965.9
1
966.1
1
0.67
960.68
SL-4 (1)
40+29.63
(STA. 40+29.63 TO END)SANITARY SEWER LINE C
EXISTING GROUND
SHEET 1 OF 2
SEWER LINE DPLAN AND PROFILES
SANITARY SEWER
502525
FEETSCALE
12.5 0
SE
WE
R LIN
E D M
AT
CH
LIN
E A-A
SEWER LINE D MATCHLINE A-A
S
SS
SEWER LINE C
MM
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
8:2
7
PM
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
Sewer Line D0+00.00 0+50.00 1+00.00 1+50.00 2+00.00955.00
960.00
965.00
970.00
975.00
EL.9
69.4
2
0+00.0
0
027-1
63-3
10
SN-3
3
225.63 L.F. 8" PVC Wastewater Line @ 0.40 %
960.68
961.59
960.8
8
961.0
8
961.2
8
961.4
8
0.67
965.20
SL-3 (22)
EL.9
67.9
3
2+29.6
3
027-1
63-3
10
SN-3
6
(STA. 0+00 TO STA. 2+29.63)SANITARY SEWER LINE D
EXISTING GROUND
SHEET 2 OF 2
SEWER LINE DPLAN AND PROFILES
SANITARY SEWER
502525
FEETSCALE
12.5 0
SE
WE
R LIN
E D M
AT
CH
LIN
E A-A
SE
WE
R LIN
E D M
AT
CH
LIN
E A-A
S
S
M
M
M
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
8:2
9
PM
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
2+50.00 3+00.00 3+50.00 4+00.00 4+50.00 5+00.00 5+50.00 6+00.00 6+50.00 7+00.00 7+29.63
EL.9
67.9
3
2+29.6
3
027-1
63-3
10
SN-3
6
EL.9
67.2
4
7+29.6
3
027-1
63-3
10
SN-3
7
496.00 L.F. 8" PVC Wastewater Line @ 0.40 %
961.59 961.59
963.57
961.6
6
961.8
6
962.0
6
962.2
6
962.4
6
962.6
6
962.8
6
963.0
6
963.2
6
963.4
6
(STA. 2+29.63 TO END)SANITARY SEWER LINE D
EXISTING GROUND
SHEET 1 OF 2
SEWER LINE EPLAN AND PROFILES
SANITARY SEWER
502525
FEETSCALE
12.5 0
SE
WE
R LIN
E D M
AT
CH
LIN
E A-A
SE
WE
R LIN
E D M
AT
CH
LIN
E A-A
S
S
S
S
SEWER LINE C
M
M
M
M
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
8:3
2
PM
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
Sewer Line E0+00.00 0+50.00 1+00.00 1+50.00 2+00.00 2+50.00 3+00.00 3+50.00 4+00.00 4+50.00950.00
955.00
960.00
965.00965.06
EL.9
63.0
4
0+00.0
0
027-1
63-3
10
SN-1
9
EL.9
62.2
5
0+79.1
9
027-1
63-3
10
SN-3
8
EL.9
62.5
5
1+47.4
9
027-1
63-3
10
SN-3
9
EL.9
62.8
9
2+28.3
0
027-1
63-3
10
SN-4
0
EL.9
63.1
7
2+92.2
7
027-1
63-3
10
SN-4
1
EL.9
63.4
3
3+55.1
3
027-1
63-3
10
SN-4
2
75.19 L.F. 8" PVC Wastewater Line @ 0.40 %64.30 L.F. 8" PVC Wastewater Line @ 0.46 %
76.82 L.F. 8" PVC Wastewater Line @ 0.44 %59.97 L.F. 8" PVC Wastewater Line @ 0.47 %
58.86 L.F. 8" PVC Wastewater Line @ 0.44 %
107.32 L.F. 8" PVC Wastewater Line @ 0.46 %
958.28
958.58 958.58
958.88 958.88
959.22 959.22 959.50 959.50
959.76 959.76
958.4
8
958.6
7
958.8
8
959.1
1
959.3
1
959.5
3
959.7
5
959.9
6
960.1
9
0.67
947.53
SL-3 (6)
0.67
947.53
SL-3 (7)
EXISTING GROUND
4+64.23 4+64.23
(STA. 0+00 TO STA. 4+64+23) SANITARY SEWER LINE D
SHEET 2 OF 2
SEWER LINE EPLAN AND PROFILES
SANITARY SEWER
502525
FEETSCALE
12.5 0
SE
WE
R LIN
E D M
AT
CH
LIN
E A-A
SE
WE
R LIN
E D M
AT
CH
LIN
E A-A
S
SM
M
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
8:3
4
PM
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
5+00.00 5+50.00 6+00.00 6+50.00 7+00.00 7+19.25
EL.9
64.1
0
5+04.4
5
027-1
63-3
10
SN-4
3
EL.9
64.7
9
6+57.0
6
027-1
63-3
10
SN-4
4
EL.9
65.0
6
7+19.2
5
027-1
63-3
10
SN-4
5
148.62 L.F. 8" PVC Wastewater Line @ 0.46 %
58.19 L.F. 8" PVC Wastewater Line @ 0.47 %
960.43 960.43
961.12 961.12 961.39
960.4
2
960.6
4
960.8
7
961.1
0
961.3
1
37.99 L.F. 8" PVC Wastewater Line @ 0.46 %
EXISTING GROUND
4+64.23
(STA. 0+00 TO STA. 4+64+23) SANITARY SEWER LINE D
SHEET 1 OF 7
SEWER LINE EPLAN AND PROFILES
SANITARY SEWER
502525
FEETSCALE
12.5 0
SE
WE
R LIN
E F M
AT
CH
LIN
E A-A
SEWER LINE F M
ATCHLINE A-A
SEWER LINE C
SAWS TIE-IN UNDER REVIEW
M
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
8:3
6
PM
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
Sewer Line F0+00.00 0+50.00 1+00.00 1+50.00 2+00.00 2+50.00 3+00.00 3+50.00 4+00.00 4+50.00 5+00.00 5+50.00935.00
940.00
945.00
950.00
955.00
960.00
965.00
970.00
970.48
EL.9
49.9
1
0+00.0
0
027-1
63-3
10
SN-4
6
EL.9
50.7
9
0+82.1
3
027-1
63-3
10
SN-4
7
EL.9
55.1
9
3+84.2
6
027-1
63-3
10
SN-4
8
EL.9
55.8
0
4+25.3
7
027-1
63-3
10
SN-4
9
EL.9
56.9
0
4+96.0
5
027-1
63-3
10
SN-5
0
EL.9
57.8
3
5+53.8
6
027-1
63-3
10
SN-5
1
78.13 L.F. 8" PVC Wastewater Line @ 0.40 %
298.13 L.F. 8" PVC Wastewater Line @ 0.40 %
37.12 L.F. 8" PVC Wastewater Line @ 0.40 %66.68 L.F. 8" PVC Wastewater Line @ 0.40 %
53.80 L.F. 8" PVC Wastewater Line @ 0.40 %
944.77
945.09 945.09
946.28 946.28 946.43 946.43
946.69 946.69 946.91 946.91
944.9
6
945.1
5
945.3
5
945.5
5
945.7
5
945.9
5
946.1
5
946.3
3
946.5
2
946.7
0
946.9
0
(STA. 0+00 TO STA. 5+72.37) SANITARY SEWER LINE F
EXISTING GROUND
5+72.37
16.51 L.F. 8" PVC Wastewater Line @ 0.40 %
SHEET 2 OF 7
SEWER LINE FPLAN AND PROFILES
SANITARY SEWER
502525
FEETSCALE
12.5 0
SE
WE
R LIN
E F M
AT
CH
LIN
E A-A
SE
WE
R LIN
E F M
AT
CH
LIN
E A-A
SE
WE
R LIN
E F M
AT
CH
LIN
E B-B
SEWER LINE F MATCHLINE B-B
S
S
S
S
S
S
M
M
M
M
MM
MM
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
8:3
8
PM
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
6+00.00 6+50.00 7+00.00 7+50.00 8+00.00 8+50.00 9+00.00 9+50.00 10+00.00 10+50.00 11+00.00
EL.9
59.6
6
8+13.3
2
027-1
63-3
10
SN-5
2
EL.9
60.0
5
8+73.5
2
027-1
63-3
10
SN-5
3
EL.9
60.4
3
9+31.7
6
027-1
63-3
10
SN-5
4
EL.9
60.8
3
9+90.5
3
027-1
63-3
10
SN-5
5
EL.9
61.2
2
10+52.5
4
027-1
63-3
10
SN-5
6
238.96 L.F. 8" PVC Wastewater Line @ 0.40 %
56.20 L.F. 8" PVC Wastewater Line @ 0.40 %54.24 L.F. 8" PVC Wastewater Line @ 0.40 %
54.77 L.F. 8" PVC Wastewater Line @ 0.40 %58.01 L.F. 8" PVC Wastewater Line @ 0.40 %
947.93 947.93 948.15 948.15
948.37 948.37 948.59 948.59
948.82 948.82
947.0
8
947.2
8
947.4
8
947.6
8
947.8
8
948.0
7
948.2
5
948.4
4
948.6
2
948.8
2
949.0
0
5+72.37 11+24.29
EXISTING GROUND
69.76 L.F. 8" PVC Wastewater Line @ 0.40 %
(STA. 5+72.37 TO STA. 11+24.29) SANITARY SEWER LINE F
SHEET 3 OF 7
SEWER LINE FPLAN AND PROFILES
SANITARY SEWER
502525
FEETSCALE
12.5 0
SE
WE
R LIN
E F M
AT
CH
LIN
E B-B
SE
WE
R LIN
E F M
AT
CH
LIN
E B-B
SE
WE
R LIN
E F M
AT
CH
LIN
E C-C
SE
WE
R LIN
E F M
AT
CH
LIN
E C-C
S
S
SS
S
S
SS
SEWER LINE I
MM
MM
MM
MM
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
8:4
0
PM
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
11+50.00 12+00.00 12+50.00 13+00.00 13+50.00 14+00.00 14+50.00 15+00.00 15+50.00 16+00.00 16+50.00 17+00.00
EL.9
60.4
3
12+79.7
4
027-1
63-3
10
SN-5
7
EL.9
61.1
2
14+55.5
3
027-1
63-3
10
SN-5
8
EL.9
61.5
0
15+56.6
9
027-1
63-3
10
SN-5
9
EL.9
61.8
8
16+38.7
4
027-1
63-3
10
SN-6
0
153.44 L.F. 8" PVC Wastewater Line @ 0.40 %
171.78 L.F. 8" PVC Wastewater Line @ 0.40 %
97.17 L.F. 8" PVC Wastewater Line @ 0.40 %78.05 L.F. 8" PVC Wastewater Line @ 0.40 %
949.72 949.72
950.40 950.40
950.79 950.79
951.10 951.10
949.2
0
949.4
0
949.6
0
949.7
9
949.9
9
950.1
9
950.3
9
950.5
7
950.7
7
950.9
6
951.1
4
951.3
4
0.67
955.76
SL-9 (1)
0.67
955.76
SL-9 (1)
11+24.29
EXISTING GROUND
64.99 L.F. 8" PVC Wastewater Line @ 0.40 %
17+05.72
(STA. 11+24.29 TO STA. 17+05.72) SANITARY SEWER LINE F
SHEET 4 OF 7
SEWER LINE FPLAN AND PROFILES
SANITARY SEWER
502525
FEETSCALE
12.5 0
SE
WE
R LIN
E F M
AT
CH
LIN
E C-C
SE
WE
R LIN
E F M
AT
CH
LIN
E C-C
SE
WE
R LIN
E F M
AT
CH
LIN
E D-D
SE
WE
R LIN
E F M
AT
CH
LIN
E D-D
S
S
S
S
SS
SS
MM
MM
MM
MM
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
8:4
3
PM
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
17+00.00 17+50.00 18+00.00 18+50.00 19+00.00 19+50.00 20+00.00 20+50.00 21+00.00 21+50.00 22+00.00 22+50.00
EL.9
62.4
0
17+68.8
1
027-1
63-3
10
SN-6
1
EL.9
63.3
7
20+11.3
3
027-1
63-3
10
SN-6
2
238.52 L.F. 8" PVC Wastewater Line @ 0.40 %
951.61 951.61
952.56 952.56
951.5
4
951.7
2
951.9
2
952.1
2
952.3
2
952.5
2
952.7
1
952.9
1
953.1
1
953.3
1
953.5
1
61.08 L.F. 8" PVC Wastewater Line @ 0.40 %
17+05.72
255.35 L.F. 8" PVC Wastewater Line @ 0.40 %
22+68.63
(STA. 17+05.72 TO STA. 22+68.63) SANITARY SEWER LINE F
EXISTING GROUND
SHEET 5 OF 7
SEWER LINE FPLAN AND PROFILES
SANITARY SEWER
502525
FEETSCALE
12.5 0
SE
WE
R LIN
E F M
AT
CH
LIN
E D-D
SE
WE
R LIN
E F M
AT
CH
LIN
E D-D
SE
WE
R LIN
E F M
AT
CH
LIN
E E-E
SE
WE
R LIN
E F M
AT
CH
LIN
E E-E
S
S
S
S
SS
S
M
MM
MM
MM
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
8:4
5
PM
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
23+00.00 23+50.00 24+00.00 24+50.00 25+00.00 25+50.00 26+00.00 26+50.00 27+00.00 27+50.00 28+00.00
EL.9
63.5
2
24+14.3
2
027-1
63-3
10
SN-6
3
EL.9
61.8
8
28+17.3
2
027-1
63-3
10
SN-6
4
143.65 L.F. 8" PVC Wastewater Line @ 0.40 %
399.00 L.F. 8" PVC Wastewater Line @ 0.40 %
954.16 954.16
955.75 955.75
953.7
1
953.9
1
954.1
1
954.2
9
954.4
9
954.6
9
954.8
9
955.0
9
955.2
9
955.4
9
955.6
9
22+68.63 28+41.30
(STA. 22+68.63 TO STA. 28+41.30) SANITARY SEWER LINE F
EXISTING GROUND
21.98 L.F. 8" PVC Wastewater Line @ 0.40 %
SHEET 6 OF 7
SEWER LINE FPLAN AND PROFILES
SANITARY SEWER
502525
FEETSCALE
12.5 0
SE
WE
R LIN
E F M
AT
CH
LIN
E E-E
SEWER LINE F MATCHLINE E-E
SE
WE
R LIN
E F M
AT
CH
LIN
E F-F
SE
WE
R LIN
E F M
AT
CH
LIN
E F-F
SS
S
MM
M
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
8:4
8
PM
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
28+50.00 29+00.00 29+50.00 30+00.00 30+50.00 31+00.00 31+50.00 32+00.00 32+50.00 33+00.00 33+50.00 34+00.00
EL.9
61.6
0
28+91.6
4
027-1
63-3
10
SN-6
5
EL.9
61.2
9
29+73.7
7
027-1
63-3
10
SN-6
6
EL.9
60.9
8
30+52.4
9
027-1
63-3
10
SN-6
7
EL.9
60.6
3
31+34.9
8
027-1
63-3
10
SN-6
8
EL.9
62.7
4
33+60.4
9
027-1
63-3
10
SN-6
9
48.34 L.F. 8" PVC Wastewater Line @ 0.40 %78.13 L.F. 8" PVC Wastewater Line @ 0.40 %
74.72 L.F. 8" PVC Wastewater Line @ 0.40 %78.50 L.F. 8" PVC Wastewater Line @ 0.40 %
221.50 L.F. 8" PVC Wastewater Line @ 0.96 %
956.04 956.04
956.35 956.35
956.65 956.65
956.96 956.96
959.08 959.08
955.8
8
956.0
6
956.2
6
956.4
4
956.6
4
956.8
3
957.0
8
957.5
6
958.0
4
958.5
2
959.0
0
959.7
6
28+41.30
34+00.00
EXISTING GROUND
SHEET 7 OF 7
SEWER LINE FPLAN AND PROFILES
SANITARY SEWER
502525
FEETSCALE
12.5 0
SE
WE
R LIN
E F M
AT
CH
LIN
E F-F
SE
WE
R LIN
E F M
AT
CH
LIN
E F-F
S S
S
SS
S S
SEWER LINE H
MMMM
MM
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
8:5
0
PM
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
34+00.00 34+50.00 35+00.00 35+50.00 36+00.00 36+50.00 37+00.00 37+50.00 38+00.00 38+50.00 38+88.87
EL.9
67.1
5
35+81.5
8
027-1
63-3
10
SN-7
0
EL.9
70.4
8
38+88.8
7
027-1
63-3
10
SN-7
1
217.09 L.F. 8" PVC Wastewater
Line @ 1.83 %
303.29 L.F. 8" PVC Wastewater Line @ 1.10 %
963.04
963.48
966.81
959.7
6
960.6
8
961.5
9
962.5
0
963.6
6
964.2
1
964.7
6
965.3
1
965.8
6
966.4
1
0.67
963.04
SL-8 (1)
0.67
963.04
SL-8 (1)
34+00.00
EXISTING GROUND
(STA. 34+00.00 TO END)SANITARY SEWER LINE F
SHEET 1 OF 1
SEWER LINE GPLAN AND PROFILES
SANITARY SEWER
502525
FEETSCALE
12.5 0
SSS
S S S
S
SEWER LINE H
M
MM
MM
MM
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
8:5
2
PM
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
Sewer Line G0+00.00 0+50.00 1+00.00 1+50.00 2+00.00 2+34.74955.00
960.00
965.00
970.00
975.00
EL.9
67.7
3
0+00.0
0
027-1
63-3
10
SN-7
2
EL.9
70.1
2
2+34.7
4
027-1
63-3
10
SN-7
3
230.74 L.F. 8" PVC Wastewater Line @ 1.04 %
964.06
966.45
964.5
6
965.0
8
965.5
9
966.1
1
0.67
964.06
SL-8 (1)
0.67
964.06
SL-8 (2)
EXISTING GROUND
(STA. 0+00 TO END)SANITARY SEWER LINE G
SHEET 1 OF 1
SEWER LINE HPLAN AND PROFILES
SANITARY SEWER
502525
FEETSCALE
12.5 0
SS
SS
S
S
S
S
SEWER LINE GSEWER LINE F
MM
MM
M
M
M
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
8:5
4
PM
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
Sewer Line H0+00.00 0+50.00 1+00.00 1+50.00 2+00.00 2+50.00 3+00.00 3+50.00 4+00.00 4+16.97955.00
960.00
965.00
970.00
975.00
EL.9
67.1
5
0+00.0
0
027-1
63-3
10
SN-7
0
EL.9
67.7
3
2+58.5
7
027-1
63-3
10
SN-7
2
EL.9
68.4
3
4+16.9
7
027-1
63-3
10
SN-7
4
254.57 L.F. 8" PVC Wastewater Line @ 0.40 %
154.40 L.F. 8" PVC Wastewater Line @ 0.46 %
963.04
964.06 964.06
964.77
963.2
4
963.4
4
963.6
4
963.8
4
964.0
4
964.2
4
964.4
7
964.7
0
0.67
964.06
SL-7 (1)
0.67
964.06
SL-7 (1)
0.67
963.04
SL-6 (25)
0.67
963.48
SL-6 (26)
(STA. 0+00 TO END)SANITARY SEWER LINE H
EXISTING GROUND
SHEET 1 OF 2
SEWER LINE IPLAN AND PROFILES
SANITARY SEWER
502525
FEETSCALE
12.5 0
SE
WE
R LIN
E I M
AT
CH
LIN
E A-A
SE
WE
R LIN
E I M
AT
CH
LIN
E A-A
SS
SS
S MM
M
MM
M
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
8:5
6
PM
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
Sewer Line I0+00.00 0+50.00 1+00.00 1+50.00 2+00.00 2+50.00 3+00.00 3+50.00 4+00.00950.00
955.00
960.00
965.00
EL.9
60.4
3
0+00.0
0
027-1
63-3
10
SN-5
7
EL.9
60.9
6
3+88.2
1
027-1
63-3
10
SN-7
5
384.21 L.F. 8" PVC Wastewater Line @ 0.40 %
955.76
957.29 957.29
955.9
5
956.1
5
956.3
5
956.5
5
956.7
5
956.9
5
957.1
5
957.3
8
0.67
949.72
SL-6 (12)
0.67
949.72
SL-6 (13)
EXISTING GROUND
4+46.31
(STA. 0+00.00 TO STA. 4+46.31) SANITARY SEWER LINE I
56.16 L.F. 8" PVC Wastewater Line @ 0.93 %
SHEET 2 OF 2
SEWER LINE IPLAN AND PROFILES
SANITARY SEWER
502525
FEETSCALE
12.5 0
SE
WE
R LIN
E I M
AT
CH
LIN
E A-A
SE
WE
R LIN
E I M
AT
CH
LIN
E A-A
S
SS
S
SEWER LINE F
MM
MM
M
EXIS
T.
EL.
PR
OP.
EL.
3/6/2013
11:2
8:5
8
PM
Drawn: Checked: XXXSheet No:Designed: RLS CC RLS LFChecked:
CFMSSDEVELOPERSURBAN
4+50.00 5+00.00 5+50.00 6+00.00 6+50.00 6+98.55
EL.9
63.8
1
6+98.5
5
027-1
63-3
10
SN-7
6
250.18 L.F. 8" PVC Wastewater Line @ 0.93 % 960.14
957.8
5
958.3
1
958.7
8
959.2
4
959.7
1
EXISTING GROUND
4+46.31
(STA. 4+46.31 TO END)SANITARY SEWER LINE I
