Top Banner
67 L F 8 " PVC 48 L F 8 " P VC 8" 1/32 PVC BEND 8" 1/16 PVC BEND 42 L F8 " P V C 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 16 . 1 T R ANQU I L I T Y (SEE SAWS STD. DWG. DD-834-01) 1- STD. FIRE HYDRANT 1- 6" D.I. PIPE, CUT AS REQ’D 1- 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 50 25 25 FEET SCALE 12.5 0 W ATER L I NE A MAT CH L I NE A- A WATER LINE A WATER DISTRIBUTION PLANS SHEET 1 OF 5 W ATER L I NE A MAT CHL NE A- A W ATER L I NE A MAT CHL I NE B- B EXI ST. EL. PROP. EL. 3/ 6/ 2013 11 : 27: 14 PM Drawn: Checked: XXX Sheet No: HEAVEN ON EARTH Designed: (STA 10+00 TO STA 14+00) BLISS STREET ROADWAY PLAN AND PROFILES RLS CC RLS LF Checked: CFMSS DEVELOPERS URBAN PROPOSED PAVEMENT PROPOSED PAVEMENT 115 LF 8" PVC 71L F 8 " P V C 31L F 8 " P V C 95L F 8 " P V C 54L F8 " P V C 60 L F 8 " P V C 9 . 9 16 PROPOSED 8" SS 2- 8" 1/32 PVC BEND TRANQUILITY (SEE SAWS STD. DWG. DD-834-01) 1- STD. FIRE HYDRANT 1- 6" D.I. PIPE, CUT AS REQ’D 2- 6" VAVLE BOX, COMPL. 1- 8" GATE VALVE, M.J. 1- 6" GATE VALVE, M.J. 1- 8"x6" ANCHOR TEE, M.J. S S S S S S S S S M M M M M M M M M
53

1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

Dec 18, 2021

Download

Documents

dariahiddleston
Welcome message from author
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
Page 1: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 2: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 3: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 4: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 5: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 6: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 7: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 8: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 9: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 10: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

(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

Page 11: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 12: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 13: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 14: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 15: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 16: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 17: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 18: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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 %

Page 19: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 20: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 21: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 22: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 23: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 24: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 25: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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 %

Page 26: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 27: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 28: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 29: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 30: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 31: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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 %

Page 32: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 33: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 34: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 35: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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 %

Page 36: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 37: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 38: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 39: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 40: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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 %

Page 41: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...

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

Page 42: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...
Page 43: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...
Page 44: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...
Page 45: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...
Page 46: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...
Page 47: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...
Page 48: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...
Page 49: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...
Page 50: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...
Page 51: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...
Page 52: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...
Page 53: 1- 8x6 ANCHOR TEE, M.J. 1- 6 GATE VALVE, M.J. 1- 6 VALVE ...