E- American Water Design Plans - C St East.pdf

C STREET W

(ASPHALT PAVEMENT)

5t h

ST

RE

ET

W

(A

SP

HA

LT

P

AV

EM

EN

T)

3rd STREET W

(ASPHALT PAVEM

ENT)

4t h

ST

RE

ET

W

(A

SP

HA

LT

P

AV

EM

EN

T)

A

ST

RE

ET

W (C

O

NC

RE

TE

P

AV

EM

EN

T)

C STREET W

(ASPHALT PAVEMENT)

C STREET W

(ASPHALT PAVEMENT)

ASPHALT

PARKING LOT

ASPHALT PARKING

LOT

1+23

2+003+00 4+005+006+007+00

8+009+00 10+0011+00

12+00 13+0014+0015+00

+9

CONTROL POINT

1-5

CONTROL POINT

1-6

CONTROL POINT

1-7

472473

C-2 - STA 1+00 TO 8+50C-3 - STA 8+50 TO STA END

3rd STREET W

(ASPHALT PAVEM

ENT)

C STREET W

(ASPHALT PAVEMENT)

A

ST

RE

ET

W (C

O

NC

RE

TE

P

AV

EM

EN

T)

STA 1+23.44

1 - 6" GATE VALVE

N 13741895.48 E 2195007.90

STA 7+38.67

1 - 6" GATE VALVE

N 13742151.51 E 2195521.39

STA 15+87.41

1 - 6" GATE VALVE

N 13742550.86 E 2196192.35

STA 2+88.79

1 - 6" GATE VALVE

N 13741921.08 E 2195137.24

STA 4+62.27

1 - 6" GATE VALVE

N 13742004.61 E 2195288.65

STA 5+57.53

1 - 6" GATE VALVE

N 13742053.84 E 2195370.21

STA 7+42.08

1 - 6" GATE VALVE

N 13742153.24 E 2195524.33

STA 8+32.78

1 - 6" GATE VALVE

N 13742212.57 E 2195551.16

STA 8+82.08

1 - 2" GATE VALVE

N 13742237.40 E 2195593.76

STA 12+14.98

2 - 2" GATE VALVES

N 13742411.27 E 2195868.11

STA 13+37.94

1 - 2" GATE VALVE

N 13742458.42 E 2195977.19

STA 13+42.76

1 - 2" GATE VALVE

N 13742460.73 E 2195981.42

STA 14+66.17

1 - 2" GATE VALVE

N 13742521.17 E 2196088.98

STA 14+71.74

1 - 2" GATE VALVE

N 13742523.94 E 2196093.82

STA 9+95.86

CLIN57 #22, #23:

2-6" GATE VALVES

N 13742288.95 E 2195694.15

STA 14+13.29

CLIN57 #20:

1-6" GATE VALVE

N 13742494.55 E 2196043.31

CONTROL POINT TABLE

POINT

1-5

1-6

1-7

NORTHING

13741996.67

13742276.17

13742588.50

EASTING

2195194.60

2195669.38

2196204.56

ELEVATION

749.59

748.13

745.93

DESCRIPTION

CP 1/2 IR WITH RED PLASTIC CAP STAMPED "URBAN CONTROL" LEVELED

CP 1/2 IR WITH RED PLASTIC CAP STAMPED "URBAN CONTROL" LEVELED

CP 1/2 IR WITH RED PLASTIC CAP STAMPED "URBAN CONTROL" LEVELED

SHEET

SEQ.

this sheet, adjust scale.

draw ing. If not one inch on Bar is one inch on original

ISSUE

NO

.VERIFY SCALE

DATE

BY

F&

N JO

B NO

FILE NAM

E

SSI20666

6/8/21

CHECKED

REVISED

DRAW

N

DESIGNED

DATE

SSP INDUSTRIES, L.P.

JBSA RANDO

LPH - W

ATER M

AINS (CLIN61)

Plot Date: 6/8/2021 9:48 AM Plot By: 02930 Filename: N:\WTU\Drawings\CV-ALL-PL-CTRL01-RANDOLPH.dwg

Last Saved: 6/8/2021 9:38 AM Saved By: 02930

Filenam e: N:\W

TU\Draw ings\CV-ALL-PL-CTRL01-RANDO

LPH.dw g

ACAD Rel: 24.0s (LM S Tech)

SCALE IN FEET

120' 60' 020'40'

CIVIL

ALIGNM

ENT 1

PRO

JECT CO

NTRO

LS

C-1

ANJ

O

C O

C

ABC

STA 4+62.27

RE-ESTABLISH EX 6"

SERVICE

INSTALL:

1-6"x6" TEE

6" WL AND FITTINGS

AS REQUIRED

1-6" GATE VALVE

N 13742004.61 E 2195288.65

SIDEWALK

REPAIR AS

REQUIRED

1+23

2+003+004+00 5+00

C

(ASPHA

9'

SIDEWALK

REPAIR AS

REQUIRED

STA 2+88.79

RE-ESTABLISH EX 6"

SERVICE

INSTALL:

1-6"x6" TEE

6" WL AND FITTINGS

AS REQUIRED

1-6" GATE VALVE

N 13741921.08 E 2195137.24

C STREET W

(ASPHALT PAVEMENT)

STORM MANHOLE

PT. 17468

RIM EL=750.37

24" FL EL=743.22 (SE)

12" FL EL=746.50 (SW)

24" FL EL=743.28 (NW)

STORM INLET

PT. 17500

GRATE EL=750.32

FL EL=748.20

12"(NE)

STORM INLET

PT. 17515

GRATE EL=750.20

BOTTOM OF BOX EL=748.46

12" FL EL=748.69 (NE)

12" FL EL=748.80 (SW)

STORM INLET

PT. 17542

GRATE EL=749.58

FL EL=748.22

6"(NW)

PI STA 1+81.69

88°32'25"

INSTALL:

1 - 90° BEND

N 13741868.88 E 2195043.73

CUT AND PLUG

EX 12" WL

ASPHALT

PARKING LOT

BY OPEN CUT

5'

PROPOSED 6" PVC

(C-900) WL

6" WL TO BE

ABANDONED

IN PLACE

REMOVE EX FH5TH STREET W

CROSSING

BY OPEN CUT

INSTALL 16"

STEEL CASING

5t h

ST

RE

ET

W

(A

SP

HA

LT

P

AV

EM

EN

T)

STA 2+12.00

1 - 6" CAV

ASSEMBLY

N 13741883.65 E 2195070.19

SIDEWALK REPAIR

AS REQUIRED

SIDEWALK REPAIR

AS REQUIRED

STA 1+23.44

BEGIN 6" PVC WL

INSTALL:

1-12"x6" TEE

1 - 6" GATE VALVE

N 13741895.48 E 2195007.90

LANDSCAPE

REPAIR AS

REQUIRED

16'

CUT AND PLUG

EX 6" WL

PI STA 3+04.91

10°38'47"

INSTALL:

1 - 11.25° BEND

N 13741928.94 E 2195151.32

CUT AND PLUG

EX 6" WL

PI STA 3+33.24

12°35'24"

INSTALL:

1-11.25° BEND

N 13741937.94 E 2195178.18

STORM DRAIN

CROSSING

MAINTAIN 18"

CLEARANCE

FL=743.28

(CONTRACTOR

TO VERIFY

ELEVATION) 72

STA 2+17.00

INSTALL:

1-FIRE HYDRANT

ASSEMBLY

N 13741886.09 E 2195074.56

UNDERGROUND

ELECTRICAL

MAINTAIN 18"

CLEARANCE

(CONTRACTOR TO

VERIFY ELEVATION)

PI STA 1+40.72

89°26'09"

INSTALL:

1 - 90° BEND

N 13741904.13 E 2195022.85

EX 6" WL CROSSING

(FIELD VERIFY)

STORM DRAIN

CROSSING

MAINTAIN 18"

CLEARANCE

(CONTRACTOR

TO VERIFY

ELEVATION)

M

AT

CH

LI

NE

S

TA

+0

STA 4+62.27

RE-ESTABLISH EX 6"

SERVICE

INSTALL:

1-6"x6" TEE

6" WL AND FITTINGS

AS REQUIRED

1-6" GATE VALVE

N 13742004.61 E 2195288.65

SIDEWALK

REPAIR AS

REQUIRED

4+005+006+00

7+00

8+00

C STREET W

(ASPHALT PAVEMENT)

9'

SIDEWALK

REPAIR AS

REQUIRED

EX 6"

TTINGS

LVE

C STREET W

HALT PAVEMENT)

47'

4t h

ST

RE

ET

W

(A

SP

HA

LT

P

AV

EM

EN

T)

STORM MANHOLE

PT. 15892

RIM EL=749.40

FL EL=743.93

14"(NE)

14"(SW)

14"(SW)

STORM MANHOLE

PT. 15860

RIM EL=747.50

14"(IN) FL EL=742.40 (SW)

36" FL EL=739.50 (NW)

36" FL EL=739.50 (SW)

STORM INLET

PT. 30010

GRATE EL=747.10

FL EL=745.25

N/A" (SW)

STA 6+20.75

INSTALL:

1-FIRE HYDRANT

ASSEMBLY

N 13742086.50 E 2195424.33

STA 7+42.08

RE-ESTABLISH EX 6"

SERVICE

INSTALL:

1-6"x6" TEE

6" WL AND FITTINGS

AS REQUIRED

1-6" GATE VALVE

N 13742153.24 E 2195524.33

PI STA 7+61.72

90°00'00"

INSTALL:

1 - 90° BEND

N 13742163.16 E 2195541.28

PI STA 7+99.28

90°00'00"

INSTALL:

1 - 90° BEND

N 13742195.57 E 2195522.30

STORM DRAIN

CROSSING

MAINTAIN 18"

CLEARANCE

FL=739.50

(CONTRACTOR TO

VERIFY ELEVATION)

6" WL TO BE

ABANDONED

IN PLACE

CUT AND

PLUG EX

6" WL

CUT

AND

PLUG

EX 6" WL

STA 8+32.78

RE-ESTABLISH EX 6"

SERVICE

INSTALL:

1-6"x6" TEE

6" WL AND FITTINGS

AS REQUIRED

1-6" GATE VALVE

N 13742212.57 E 2195551.16

PROPOSED 6"

PVC (C-900) WL

OPOSED 6" PVC

900) WL

'9'

4TH STREET W

CROSSING BY

OPEN CUT

INSTALL 16"

STEEL CASING

REMOVE EX FH 6" WL TO BE

ABANDONED

IN PLACE

6'

4'

STA 7+38.67

INSTALL:

1-6" GATE VALVE

N 13742151.51 E 2195521.39

3'

LANDSCAPE

REPAIR AS

REQUIRED

STORM INLET

PT. 30010

GRATE EL=747.30

FL EL=743.62

14"(NW)

14"(NE)

PI STA 6+59.42

21°58'37"

INSTALL:

1-22.5° BEND

N 13742106.49 E 2195457.44

SIDEWALK

REPAIR AS

REQUIRED

SANITARY SEWER

CROSSING

FL=742

(CONTRACTOR TO FIELD

VERIFY)

WW MANHOLE

PT. 16394

RIM EL=748.14

6"(IN) FL EL=742.83 (NE)

8"(IN) FL EL=742.93 (SW)

8"(OUT) FL EL=742.74 (SE)

16'

CUT AND PLUG

EX 6" WL

PI STA 3+04.91

10°38'47"

INSTALL:

1 - 11.25° BEND

N 13741928.94 E 2195151.32

T AND PLUG

6" WL

PI STA 3+33.24

12°35'24"

INSTALL:

1-11.25° BEND

N 13741937.94 E 2195178.18

STA 5+57.53

RE-ESTABLISH

EX 6" SERVICE

INSTALL:

1-6"x6" TEE

6" WL AND

FITTINGS

AS REQUIRED

1-6" GATE VALVE

N 13742053.84

E 2195370.21PI STA 6+76.35

22°44'42"

INSTALL:

1 - 22.5° BEND

N 13742120.02 E 2195467.60

EX 6" WL CROSSING

(FIELD VERIFY)

STORM DRAIN

CROSSING

MAINTAIN 18"

CLEARANCE

(CONTRACTOR

TO VERIFY

ELEVATION)

CUT AND PLUG

EX 6" WL

EX 6" WL CROSSING

(FIELD VERIFY)

M

AT

CH

LI

NE

S

TA

+0

M

AT

CH

LI

NE

S

TA

+5

NOTES:

1.CONTRACTOR SHALL VERIFY

LOCATION AND DEPTH OF ALL

UTILITIES PRIOR TO BEGINNING

OF CONSTRUCTION.

2.MATERIAL OF EXISTING WATER

LINES ARE IDENTIFIED BASED

ON RECORD DATA.

CONTRACTOR TO FIELD VERIFY.

CIVIL

ALIGNM

ENT 1

STA 1+00 TO

8+50

C-2

ANJ

O

C O

C

ABC

NORTH

SCALE IN FEET

040' 20'SHEET

SEQ.

this sheet, adjust scale.

draw ing. If not one inch on Bar is one inch on original

ISSUE

NO

.VERIFY SCALE

DATE

BY

F&

N JO

B NO

FILE NAM

E

SSI20666

6/8/21

CHECKED

REVISED

DRAW

N

DESIGNED

DATE

SSP INDUSTRIES, L.P.

JBSA RANDO

LPH - W

ATER M

Plot Date: 6/8/2021 9:48 AM Plot By: 02930 Filename: N:\WTU\Drawings\CV-SSI-PL-SHT01_RANDOLPH_PLAN_OVER_PLAN.dwg

Last Saved: 6/8/2021 9:39 AM

Filenam e: N:\W

TU\Draw ings\CV-SSI-PL-SHT01_RANDO

LPH_PLAN_O

VER_PLAN.dw g ACAD Rel: 24.0s (LM

S Tech)

ALIGNMENT 1 SUMMARY TABLE

ABANDONED

VALVES8

PROPOSED 6" MAIN

VALVES2

PROPOSED 6"

SERVICE

CONNECTION

VALVES

PROPOSED 2"

SERVICE

CONNECTION

VALVES

CLIN 57 VALVE

REPLACEMENTS0

ABANDONED

HYDRANTS2

PROPOSED

HYDRANTS2

ABANDONED 6"

WATER LINE665 LF

PROPOSED 6"

WATER LINE727 LF

PROPOSED 6" CAV

ASSEMBLY1

7+00

8+009+00 10+0011+00

12+00

47'

4t h

ST

RE

ET

W

(A

SP

HA

LT

P

AV

EM

EN

T)

PI STA 11+44.61

43°04'35"

INSTALL:

1 - 45° BEND

N 13742375.97 E 2195807.23

STORM INLET

(NO ACCESS)

STORM INLET

(NO ACCESS)

STORM INLET

(NO ACCESS)

WW MANHOLE

PT. 16584

RIM EL=747.79

8"(IN) FL EL=741.31 (SW)

8"(IN) FL EL=741.24 (NW)

8"(OUT) FL EL=741.22 (SE)

STA 8+82.08

RE-ESTABLISH EX 2"

SERVICE

INSTALL:

1-6"x2" TEE

2" WL AND FITTINGS

AS REQUIRED

1-2" GATE VALVE

N 13742237.40 E 2195593.76

STA 9+95.86

RE-ESTABLISH

EX 6" SERVICE

INSTALL:

1-6"x6" TEE

6" WL AND

FITTINGS

AS REQUIRED

2-6" GATE VALVE

(CLIN57 #22, #23)

N 13742288.95 E 2195694.15

PI STA 9+28.43

20°27'00"

INSTALL:

1 - 22.5° BEND

N 13742260.82 E 2195633.76

PI STA 9+45.84

20°16'12"

INSTALL:

1 - 22.5° BEND

N 13742263.81 E 2195650.91

PI STA 11+17.62

43°01'12"

INSTALL:

1 - 45° BEND

N 13742350.13 E 2195799.42

STORM INLET

PT. 30010

GRATE EL=747.10

FL EL=745.25

N/A" (SW)

STA 7+42.08

RE-ESTABLISH EX 6"

SERVICE

PI STA 7+61.72

90°00'00"

INSTALL:

1 - 90° BEND

N 13742163.16 E 2195541.28

PI STA 7+99.28

90°00'00"

INSTALL:

1 - 90° BEND

N 13742195.57 E 2195522.30

STORM DRAIN

6" WL TO BE

ABANDONED

IN PLACE

CUT AND

PLUG EX

6" WL

CUT

AND

PLUG

EX 6" WL

CUT AND PLUG

EX 2" WL

UNDERGROUND

ELECTRIC

MAINTAIN 18"

CLEARANCE

(CONTRACTOR TO

VERIFY ELEVATION)

STA 8+32.78

RE-ESTABLISH EX 6"

SERVICE

INSTALL:

1-6"x6" TEE

6" WL AND FITTINGS

AS REQUIRED

1-6" GATE VALVE

N 13742212.57 E 2195551.16

STA 12+14.98

RE-ESTABLISH EX 2"

SERVICE

INSTALL:

1-6"x2" TEE

2" WL AND FITTINGS

AS REQUIRED

2-2" GATE VALVE

N 13742411.27 E 2195868.11

'9'

4TH STREET W

CROSSING BY

OPEN CUT

INSTALL 16"

STEEL CASING

6'

11'

6" WL TO BE ABANDONED

IN PLACE

PROPOSED 6" PVC

(C-900) WL

PARKING LOT

BY OPEN CUT

REPAIR AS REQUIRED

DRIVEWAY

CROSSING BY

OPEN CUT

6' 6'

748.13

CP 1/2 IR WITH RED PLASTIC CAP

STAMPED "URBAN CONTROL" LEVELED

C STREET W

(ASPHALT PAVEMENT)

ASPHALT PARKING

LOT

CUT AND PLUG

EX 6" WL

5'

STA 7+38.67

INSTALL:

1-6" GATE VALVE

N 13742151.51 E 2195521.39

SANITARY SEWER

CROSSING

FL=741

(CONTRACTOR TO

VERIFY ELEVATION)

SIDEWALK

REPAIR AS

REQUIRED

SIDEWALK

REPAIR AS

REQUIRED

ASPHALT

REPAIR AS

REQUIRED

ASPHALT

REPAIR AS

REQUIRED

ASPHALT

REPAIR AS

REQUIRED

11'

VAULT

EX 6" WL CROSSING

(FIELD VERIFY)

UNDERGROUND ELECTRIC

MAINTAIN 18" CLEARANCE

(CONTRACTOR TO FIELD

VERIFY ELEVATION)

EX 6" WL CROSSING

(FIELD VERIFY)

M

ATCH LINE STA 8+50

M

ATCH LINE STA 12+00

12+00

13+0014+0015+00

PI STA 11+44.61

43°04'35"

INSTALL:

1 - 45° BEND

N 13742375.97 E 2195807.23

PI STA 12+49.20

44°26'24"

INSTALL:

1 - 45° BEND

N 13742428.43 E 2195897.70

PI STA 12+66.40

42°55'55"

INSTALL:

1 - 45° BEND

N 13742424.17 E 2195914.37

STA 12+74.75

INSTALL:

1-FIRE HYDRANT

ASSEMBLY

N 13742428.17 E 2195921.70

STA 14+66.17

RE-ESTABLISH EX 2"

SERVICE

INSTALL:

1-6"x2" TEE

2" WL AND FITTINGS

AS REQUIRED

1-2" GATE VALVE

N 13742521.17 E 2196088.98

PI STA 15+51.80

90°00'00"

INSTALL:

1 - 90° BEND

N 13742565.20 E 2196162.43

STORM INLET

PT. 17267

GRATE EL=745.45

FL EL=743.84

14"(NE)

STORM INLET

PT. 17275

GRATE EL=745.62

FL EL=743.20

14"(SE)

CUT AND PLUG

EX 2" WL

UNDERGROUND

ELECTRIC

MAINTAIN 18"

CLEARANCE

(CONTRACTOR TO

VERIFY ELEVATION)

STA 13+37.94

RE-ESTABLISH EX 2"

SERVICE

INSTALL:

1-6"x2" TEE

2" WL AND FITTINGS

AS REQUIRED

1-2" GATE VALVE

N 13742458.42 E 2195977.19

STA 12+14.98

RE-ESTABLISH EX 2"

SERVICE

INSTALL:

1-6"x2" TEE

2" WL AND FITTINGS

AS REQUIRED

2-2" GATE VALVE

N 13742411.27 E 2195868.11

PI STA 14+29.24

2°22'10"

N 13742502.13 E 2196057.34

STA 15+90.77

END 6" PVC WL

CONNECT TO

EX 6" WL

INSTALL:

1 - 6" 90° BEND

N 13742550.15 E 2196195.64

11'

DONED

8'

6"WL TO BE ABANDONED

IN PLACE

SIDEWALK REPAIR AS

REQUIRED

REMOVE EX FH

SIDEWALK REPAIR AS

REQUIRED

STA 14+13.29

RE-CONNECT TO EX 6" WL

INSTALL:

1-6"X6" TEE

6" WL AND FITINGS AS

REQUIRED

1-6" GATE VALVE

(CLIN57 #20)

N 13742494.55 E 2196043.31

PROPOSED 6" PVC

(C-900) WL

16'

C STREET W

(ASPHALT PAVEMENT)

A

ST

RE

ET

W (C

O

NC

RE

TE

P

AV

EM

EN

T)

473 472

5'

EX 6" CI WL TO BE

ABANDONED IN PLACE

PROPOSED 8" PVC

(C-900) WL

ALIGNMENT 6

(RE:C-19 THRU C-22)

CUT AND

PLUG EX

2" WL

74774 7 747

ASPHALT

REPAIR AS

REQUIRED

ASPHALT

REPAIR AS

REQUIRED

STA 14+71.74

RE-ESTABLISH EX 2"

SERVICE

INSTALL:

1-6"x2" TEE

2" WL AND FITTINGS

AS REQUIRED

1-2" GATE VALVE

N 13742523.94 E 2196093.82

STA 13+42.76

RE-ESTABLISH EX 2"

SERVICE

INSTALL:

1-6"x2" TEE

2" WL AND FITTINGS

AS REQUIRED

1-2" GATE VALVE

N 13742460.73 E 2195981.42

NORTHWEST DR

(ASPHALT PAVEMENT)

11'

PI STA 15+62.35

46°50'24"

INSTALL:

1 - 45° BEND

N 13742556.15

E 2196167.86CUT AND PLUG

EX 6" CI WL

STA 15+87.41

CONNECT TO EX

8" WL

INSTALL:

1 - 6" X 6" TEE

1 - 6" GATE VALVE

N 13742550.86 E 2196192.35

CUT AND

PLUG EX

2" WL

12'

EX 6" WL CROSSING

(FIELD VERIFY)SANITARY SEWER

CROSSING

MAINTAIN 18"

CLEARANCE

(CONTRACTOR TO

VERIFY ELEVATION)

WW MANHOLE

PT. 30006

RIM EL=746.51

8"(IN) FL EL=737.63 (NE)

N/A"(IN) FL EL=737.76 (SW)

8"(IN) FL EL=737.56 (NW)

8"(OUT) FL EL=737.53 (SE)

EX 6" WL TO

REMAIN IN SERVICE

M

AT

CH

LI

NE

S

TA

2+

CIVIL

ALIGNM

ENT 1

STA 8+50 TO

STA END

C-3

ANJ

O

C O

C

ABC

NORTH

SCALE IN FEET

040' 20'SHEET

SEQ.

this sheet, adjust scale.

draw ing. If not one inch on Bar is one inch on original

ISSUE

NO

.VERIFY SCALE

DATE

BY

F&

N JO

B NO

FILE NAM

E

SSI20666

6/8/21

CHECKED

REVISED

DRAW

N

DESIGNED

DATE

SSP INDUSTRIES, L.P.

JBSA RANDO

LPH - W

ATER M

Plot Date: 6/8/2021 9:49 AM Plot By: 02930 Filename: N:\WTU\Drawings\CV-SSI-PL-SHT01_RANDOLPH_PLAN_OVER_PLAN.dwg

Last Saved: 6/8/2021 9:39 AM

Filenam e: N:\W

TU\Draw ings\CV-SSI-PL-SHT01_RANDO

LPH_PLAN_O

VER_PLAN.dw g ACAD Rel: 24.0s (LM

S Tech)

ALIGNMENT 1 SUMMARY TABLE

ABANDONED

VALVES5

PROPOSED 6" MAIN

VALVES1

PROPOSED 6"

SERVICE

CONNECTION

VALVES

PROPOSED 2"

SERVICE

CONNECTION

VALVES

CLIN 57 VALVE

REPLACEMENTS3

ABANDONED

HYDRANTS1

PROPOSED

HYDRANTS1

ABANDONED 6"

WATER LINE743 LF

PROPOSED 6"

WATER LINE740 LF

PROPOSED 6" CAV

ASSEMBLY0

NOTES:

1.CONTRACTOR SHALL VERIFY

LOCATION AND DEPTH OF ALL

UTILITIES PRIOR TO BEGINNING

OF CONSTRUCTION.

2.MATERIAL OF EXISTING WATER

LINES ARE IDENTIFIED BASED

ON RECORD DATA.

CONTRACTOR TO FIELD VERIFY.

#149

#150

#151

#152

#153

#154

#155

#156#157

#158

#159

#160 #161

#162#163 #164

#165 #166

#167

#168 #169

#170

#171

#172

#173

#174

#175

#176

#177

#178

#179

CONTROL POINT

2-21

CONTROL POINT

2-20

CONTROL POINT

2-19

CONTROL POINT TABLE

POINT

2-19

2-20

2-21

NORTHING

13743898.53

13743655.88

13743246.99

EASTING

2198302.64

2197900.88

2197209.25

ELEVATION

745.61

746.48

743.07

DESCRIPTION

CP 1/2 IR WITH RED PLASTIC CAP STAMPED "URBAN CONTROL" LEVELED

CP 1/2 IR WITH RED PLASTIC CAP STAMPED "URBAN CONTROL" LEVELED

CP 1/2 IR WITH RED PLASTIC CAP STAMPED "URBAN CONTROL" LEVELED

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+009+00

+0

11+00

12+00 13+00

14+00

15+00

15+80

C-5 - STA 1+00 TO STA 8+00

C-6 - STA 8+00 TO END

B STREET E

(CONCRETE

PAVEMENT)

C STREET E

(ASPHALT PAVEMENT)

C STREET E

(ASPHALT PAVEMENT)

CLIN57 #26:

1-12" GATE

VALVE

CLIN57 #24:

1-12" GATE

VALVE

STA 1+00.00

1 - 6" GATE VALVE

N 13743183.54 E 2197256.99

STA 5+58.59

1 - 6" GATE VALVE

N 13743418.24 E 2197630.44

STA 8+60.58

1 - 6" GATE VALVE

N 13743536.92 E 2197894.74

STA 11+13.16

1 - 6" GATE VALVE

N 13743697.19 E 2197939.95

STA 6+96.23

1 - 6" GATE VALVE

N 13743487.99 E 2197749.11

STA 9+24.47

1 - 6" GATE VALVE

N 13743559.37 E 2197951.14

STA 11+95.98

1 - 6" GATE VALVE

N 13743738.85 E 2198011.53

STA 13+86.93

2 - 2" GATE VALVES

N 13743818.45 E 2198178.45

STA 15+80.41

CLIN57 #25:

1-6" GATE VALVE

N 13743916.64 E 2198345.17

STA 15+20.00

CLIN57 #10:

1-FH ASSEMBLY

N 13743885.98 E 2198293.11

SHEET

SEQ.

this sheet, adjust scale.

draw ing. If not one inch on Bar is one inch on original

ISSUE

NO

.VERIFY SCALE

DATE

BY

F&

N JO

B NO

FILE NAM

E

SSI20666

6/8/21

CHECKED

REVISED

DRAW

N

DESIGNED

DATE

SSP INDUSTRIES, L.P.

JBSA RANDO

LPH - W

ATER M

Plot Date: 6/8/2021 9:49 AM Plot By: 02930 Filename: N:\WTU\Drawings\CV-ALL-PL-CTRL02_RANDOLPH.dwg

Last Saved: 6/8/2021 9:38 AM

Filenam e: N:\W

TU\Draw ings\CV-ALL-PL-CTRL02_RANDO

LPH.dw g

ACAD Rel: 24.0s (LM S Tech)

SCALE IN FEET

120' 60' 020'40'

CIVIL

ALIGNM

ENT 2

PRO

JECT CO

NTRO

LS

C-4

ANJ

O

C O

C

ABC

4T H

ST

RE

ET

E

(C

ON

CR

ET

E P

AV

EM

EN

T)

6'

1+00 2+003+00

4+00

#149

#150 #151

#152 #153

#154#155 #156

PI STA 3+68.13

45°00'00"

INSTALL:

1 - 45° BEND

N 13743325.31 E 2197481.36

STA 1+00.00

BEGIN 6" WL

INSTALL:

1-8"x6" TEE

1 - 6" GATE VALVE

N 13743183.54 E 2197256.99

STORM INLET

PT. 19575

GRATE EL=741.20

FL EL=738.46

12"(SE)

STORM MANHOLE

PT. 19578

RIM EL=742.35

24" FL EL=735.97 (NW)

24" FL EL=735.63 (SE)

STORM INLET

PT. 19598

GRATE EL=741.45

FL EL=736.88

12"(SE)

STORM INLET

PT. 19594

GRATE EL=741.02

CHANNEL FL EL=736.60

CANNOT SEE PIPE DIRECTION/SIZE

STORM INLET

PT. 22857

GRATE EL=741.55

15" FL EL=738.97 (SW)

15" FL EL=738.87 (SE)

PI STA 1+09.29

45°43'42"

INSTALL:

1 - 45° BEND

N 13743192.57 E 2197259.14

C STREET E

(ASPHALT PAVEMENT)

NORTH

EA

ST

DRIVE

(CONCRET

E P

AVEM

EN

T)

STA 2+76.56

INSTALL:

1-FIRE HYDRANT

ASSEMBLY

N 13743278.35 E 2197402.74

REMOVE EX FH

7'

CUT AND PLUG

EX 6" WL

EX 6" CI WL TO BE

ABANDONED IN PLACE

EX COMMUNICATION

MANHOLE

EX

COMMUNICATION

MANHOLE

PI STA 4+20.08

45°00'00"

INSTALL:

1 - 45° BEND

N 13743335.00 E 2197528.45

742742

742742

PI STA 3+90.52

45°00'00"

INSTALL:

1 - 45° BEND

N 13743319.84 E 2197503.07

742742

CAUTION! GAS CROSSING

MAINTAIN 18" CLEARANCE

(CONTRACTOR TO VERIFY

ELEVATION)

PROPOSED 6" PVC

(C-900) WL

UNDERGROUND TELEPHONE

MAINTAIN 18" CLEARANCE

(CONTRACTOR TO VERIFY

ELEVATION)

M

ATCH LINE STA 4+00

6'

4+00

5+006+007+00 8+00

#154#155 #156

#157

#158#159#160

#161

#162

#166

PI STA

46°2

INSTAL

1 - 45° N 1374 E 2197

PI STA 3+68.13

45°00'00"

INSTALL:

1 - 45° BEND

N 13743325.31 E 2197481.36

PI STA 4+48.27

45°24'26"

INSTALL:

1 - 45° BEND

N 13743362.34 E 2197535.34

STA 2+76.56

INSTALL:

1-FIRE HYDRANT

ASSEMBLY

N 13743278.35 E 2197402.74

STA 6+96.23

RE-ESTABLISH EX 6" SERVICE

INSTALL:

1-6"x6" TEE

6" WL AND FITTINGS

AS REQUIRED

1 - 6" GATE VALVE

N 13743487.99 E 2197749.11

WW MANHOLE

PT. 23967

RIM EL=742.80

8"(IN) FL EL=733.28 (NE)

8"(IN) FL EL=733.32 (SW)

8"(IN) FL EL=733.24 (NW)

8"(OUT) FL EL=733.18 (E)

C STREET E

(ASPHALT PAVEMENT)

PI STA 8+23.11

47°37'26"

INSTALL:

1 - 45° BEND

N 13743547.41 E 2197858.76

PI STA 10

91°55'

INSTALL:

1 - 90° BE

N 137436 E 219789

STA 9+24.47

RE-ESTABLISH

INSTALL:

1-6"x6" TEE

6" WL AND FIT

AS REQUIRED

1 - 6" GATE VA

N 13743559.37 E 2197951.14

SEWER CROSSING

MAINTAIN 18" CLEARANCE

FL=733.24

(CONTRACTOR TO VERIFY

ELEVATION)

CAUTION! GAS

MAINTAIN 18"

(CONTRACTOR

ELEVATION)

WATERLINE CROSSING

CROSS UNDER EX WL

10'

10'

REMOVE EX FH

EX COMMUNICATION

MANHOLE

EX

COMMUNICATION

MANHOLE

PI STA 4+20.08

45°00'00"

INSTALL:

1 - 45° BEND

N 13743335.00 E 2197528.45

DRIVEWAY CROSSING

BY OPEN CUT

33'

CONCRETE AND CURB REPAIR AS REQUIRED

16'

CURB REPAIR

AS REQUIRED

REMOVE EX FH

PI STA 7+50.61

44°59'03"

INSTALL:

1 - 45° BEND

N 13743509.67 E 2197796.86

PI STA 7+42.70

44°03'36"

INSTALL:

1 - 45° BEND

N 13743511.53 E 2197789.18

18'

STA 8+60.58

INSTALL:

1 - 6" GATE VALVE

N 13743536.92 E 2197894.74

PROPOSED 6" PVC

(C-900) WL

EX 8" CI WL TO

ABANDONED

STORM DRAI

MAINTAIN 18

CLEARANCE

ELEVATION U

(CONTRACTO

ELEVATION)

STA 4+73.90

INSTALL:

1 - FIRE HYDRANT

ASSEMBLY

N 13743375.32 E 2197557.43

PI STA 3+90.52

45°00'00"

INSTALL:

1 - 45° BEND

N 13743319.84 E 2197503.07

743 743

745 743 744

PROPOSED 6" PVC

(C-900) WL

STA 5+58.59

INSTALL:

1 - 6" GATE VALE

N 13743418.24 E 2197630.44

EX 6" CI WL TO BE

ABANDONED IN PLACE

UNDERGROUND TELEPHONE

MAINTAIN 18" CLEARANCE

(CONTRACTOR TO VERIFY

ELEVATION)

DRIVEWAY

CROSSING

BY OPEN

CUT

PROTECT EX SIGN

M

ATCH LINE STA 4+00

M

AT

CH

LI

NE

S

TA

+0

CIVIL

ALIGNM

ENT 2

STA 1+00 TO

STA 8+00

C-5

ANJ

O

C O

C

ABC

NORTH

SCALE IN FEET

040' 20'SHEET

SEQ.

this sheet, adjust scale.

draw ing. If not one inch on Bar is one inch on original

ISSUE

NO

.VERIFY SCALE

DATE

BY

F&

N JO

B NO

FILE NAM

E

SSI20666

6/8/21

CHECKED

REVISED

DRAW

N

DESIGNED

DATE

SSP INDUSTRIES, L.P.

JBSA RANDO

LPH - W

ATER M

Plot Date: 6/8/2021 9:50 AM Plot By: 02930 Filename: N:\WTU\Drawings\CV-SSI-PL-SHT02_RANDOLPH_PLAN_OVER_PLAN.dwg

Last Saved: 6/7/2021 1:30 PM

Filenam e: N:\W

TU\Draw ings\CV-SSI-PL-SHT02_RANDO

LPH_PLAN_O

VER_PLAN.dw g ACAD Rel: 24.0s (LM

S Tech)

NOTES:

1.CONTRACTOR SHALL VERIFY

LOCATION AND DEPTH OF ALL

UTILITIES PRIOR TO BEGINNING

OF CONSTRUCTION.

2.MATERIALS OF EXISTING WATER

LINES ARE IDENTIFIED BASED ON

RECORD DATA. CONTRACTOR

TO FIELD VERIFY.

ALIGNMENT 2 SUMMARY TABLE

ABANDONED

VALVES5

PROPOSED 6" MAIN

VALVES2

PROPOSED 6"

SERVICE

CONNECTION

VALVES

CLIN 57 VALVE

REPLACEMENTS0

ABANDONED

HYDRANTS2

PROPOSED

HYDRANTS2

ABANDONED 6"

WATER LINE705 LF

PROPOSED 6"

WATER LINE700 LF

PROPOSED 1" CAV

ASSEMBLY0

7+00 8+00

9+00

10+00

11+0012+00

13+00

#160

#161

#162

#163#164

#165

#166 #167

#168

#169

#170 #171

#175

PI STA 8+72.94

46°26'52"

INSTALL:

1 - 45° BEND

N 13743533.46 E 2197906.60

STA 6+96.23

RE-ESTABLISH EX 6" SERVICE

INSTALL:

1-6"x6" TEE

6" WL AND FITTINGS

AS REQUIRED

1 - 6" GATE VALVE

N 13743487.99 E 2197749.11

STA 11+95.98

RE-ESTABLISH EX 6" SERVICE

INSTALL:

1-6"x6" TEE

6" WL AND FITTINGS

AS REQUIRED

1 - 6" GATE VALVE

N 13743738.88 E 2198011.51

C STREET E

(ASPHALT PAVEMENT)

PI STA 8+23.11

47°37'26"

INSTALL:

1 - 45° BEND

N 13743547.41 E 2197858.76

PI STA 9+35.33

91°57'16"

INSTALL:

1 - 90° BEND

N 13743564.84 E 2197960.53

PI STA 10+60.13

91°55'32"

INSTALL:

1 - 90° BEND

N 13743670.50 E 2197894.13

TENNIS COURTS

STA 9+24.47

RE-ESTABLISH EX 6" SERVICE

INSTALL:

1-6"x6" TEE

6" WL AND FITTINGS

AS REQUIRED

1 - 6" GATE VALVE

N 13743559.37 E 2197951.14

UNDERGROUND ELECTRICAL

MAINTAIN 18" CLEARANCE

(CONTRACTOR TO VERIFY

ELEVATION)

CAUTION! GAS CROSSING

MAINTAIN 18" CLEARANCE

(CONTRACTOR TO VERIFY

ELEVATION)

WATERLINE CROSSING

CROSS UNDER EX WL

PROPOSED 6" PVC

(C-900) WL

PROPOSED

(C-900) WL

CRETE AND CURB REPAIR AS REQUIRED

16'

CURB REPAIR

AS REQUIRED

REMOVE EX FH

PI STA 7+50.61

44°59'03"

INSTALL:

1 - 45° BEND

N 13743509.67 E 2197796.86

PI STA 7+42.70

44°03'36"

INSTALL:

1 - 45° BEND

N 13743511.53 E 2197789.18

18'

PROPOSED 8" PVC

(C-900) WL

ALIGNMENT 5 (RE:C-16

THRU C-18)

STA 8+60.58

INSTALL:

1 - 6" GATE VALVE

N 13743536.92 E 2197894.74

5'

PROPOSED 6" PVC

(C-900) WL

CUT AND PLUG

EX 6" WL

29'

STA 9+77.54

INSTALL:

1-FIRE HYDRANT

ASSEMBLY

N 13743600.57 E 2197938.07

EX 8" CI WL TO BE

ABANDONED IN PLACE

4TH STREET CROSSING BY

OPEN CUT

INSTALL 16" STEEL CASING STORM DRAIN CROSSING

MAINTAIN 18"

CLEARANCE

ELEVATION UNKNOWN

(CONTRACTOR TO VERIFY

ELEVATION)

CAUTION! GAS CROSSING

MAINTAIN 18" CLEARANCE

(CONTRACTOR TO VERIFY

ELEVATION)

STA 11+07.61 ALIGNMENT 2=

STA 14+43.29 ALIGNMENT 5

CONNECT TO ALIGNMENT 5

INSTALL:

1-6"x6" TEE

EX 6" CI WL TO BE

ABANDONED IN PLACE

SERVICE CROSSING

ELEVATION=UNKNOWN

(CONTRACTOR TO

FIELD VERIFY

ELEVATION)

CONCRETE REPAIR

AS REQUIRED

PARKING LOT

(ASPHALT PAVEME

4TH STREET E

(ASPHALT PAVEMENT)

STA 11+13.16

INSTALL:

1 - 6" GATE VALVE

N 13743697.19 E 2197939.95

DRIVEWAY

CROSSING

BY OPEN

CUT

C

ST

RE

ET

E

CR

O

SS

IN

G

BY

O

PE

N

CU

T

IN

ST

AL

L 1

6" S

TE

EL

CA

SI

NG

7'

EX 6" WL CROSSING

(FIELD VERIFY)

M

AT

CH

LI

NE

S

TA

+0

M

AT

CH

LI

NE

S

TA

2+

STORM MANHOLE

PT. 23973

RIM EL=746.53

BOTTOM EL=743.95

4"(NW)

12"(NE)

12+00

13+0014+0015+0015+80

C

ST

RE

ET

E (A

SP

HA

LT

P

AV

EM

EN

T)

C STREET E

(ASPHALT PAVEMENT)

TENNIS COURTS

PARKING LOT

(ASPHALT PAVEMENT)

ASPHALT

PARKING LOT

PARKING LOT

(ASPHALT PAVEMENT)

#168

#169

#170 #171

#172

#173 #174

5T H

ST

RE

ET

E

PI STA 12+03.47

45°00'00"

INSTALL:

1 - 45° BEND

N 13743742.65 E 2198017.98

STA 11+95.98

RE-ESTABLISH EX 6" SERVICE

INSTALL:

1-6"x6" TEE

6" WL AND FITTINGS

AS REQUIRED

1 - 6" GATE VALVE

N 13743738.88 E 2198011.51

T)

TENNIS COURTS

STORM MANHOLE

PT. 22294

RIM EL=747.00

BOTTOM FL EL=741.48

12" (NW)

12" (NE)

12" (SW)

STA 15+80.41

END 6" WL

CONNECT TO EX 12" WL

INSTALL:

1-12"x6" TEE

1 - 6" GATE VALVE

(CLIN57 #25)

N 13743916.64 E 2198345.17

STA 13+86.93

RE-ESTABLISH EX 6" SERVICE

INSTALL:

1-6"x6" TEE 1-6"x2" REDUCER

2" WL AND FITTINGS

AS REQUIRED

1 - FIRE HYDRANT

ASSEMBLY

2 - 2" GATE VALVES

N 13743818.45 E 2198178.45

UNDERGROUND ELECTRICAL

MAINTAIN 18" CLEARANCE

(CONTRACTOR TO VERIFY

ELEVATION)

UNDERGROUND ELECTRICAL

MAINTAIN 18" CLEARANCE

(CONTRACTOR TO VERIFY

ELEVATION)

PROPOSED 6" PVC

(C-900) WL

PROPOSED 6" PVC

(C-900) WL

PROPOSED 8" PVC

(C-900) WL

ALIGNMENT 5 (RE:C-16

THRU C-18)

SING

RANCE

RIFYEX 6" CI WL TO BE

ABANDONED IN PLACE

SERVICE CROSSING

ELEVATION=UNKNOWN

(CONTRACTOR TO

FIELD VERIFY

ELEVATION)

CONCRETE REPAIR

AS REQUIRED

REMOVE EX

FIRE HYDRANT

STORM MANHOLE

PT. 21905

RIM EL=744.87

24" FL EL=738.23 (NW)

20"(IN) FL EL=738.93 (NE)

24" FL EL=738.23 (SE)

20"(IN) FL EL=738.69 (NW)

STORM MANHOLE

PT. 21965

RIM EL=745.02

20" FL EL=738.30 (SW)

20" FL EL=738.20 (SE)

STORM MANHOLE

PT. 21870

RIM EL=744.95

20" FL EL=738.20 (NW)

20" FL EL=738.20 (E)

STORM MANHOLE

PT. 21887

RIM EL=745.18

12" FL EL=739.04 (NW)

12" FL EL=739.00 (SE)

PARKING LOT

(ASPHALT PAVEMENT)

ASPHALT

PARKING LOT

C STREET E

(ASPHALT PAVEMENT)

5T H

ST

RE

ET

E

(A

SP

HA

LT

P

AV

EM

EN

T)

PARKING LOT

(ASPHALT PAVEMENT)

STA 11+13.16

INSTALL:

1 - 6" GATE VALVE

N 13743697.19 E 2197939.95

746746746

745 745

STA 13+65.00

INSTALL:

1 - 1" CAV

ASSEMBLY

N 13743807.32 E 2198159.55

5TH STREET E CROSSING BY

OPEN CUT

INSTALL 16" STEEL CASING

STORM DRAIN CROSSING

MAINTAIN 18" CLEARANCE

FL=UNKNOWN

(CONTRACTOR TO VERIFY

ELEVATION)

C STREET E CRO

SSING BY

O

PEN CUT

INSTALL 16" STEEL CASING

STORM MANHOLE

PT. 22289

RIM EL=745.12

8"(IN) FL EL=742.82 (NE)

12" FL EL=741.12 (NW)

20" FL EL=740.13 (SE)

7'

STA 15+20.00

INSTALL:

1 - FIRE HYDRANT

ASSEMBLY

(CLIN57 #10)

N 13743885.98 E 2198293.11

CLIN57 #26: INSTALL

1 - 12" GATE VALVE

CLIN57 #24: INSTALL

1 - 12" GATE VALVE

M

AT

CH

LI

NE

S

TA

2+

NOTES:

1.CONTRACTOR SHALL VERIFY

LOCATION AND DEPTH OF ALL

UTILITIES PRIOR TO BEGINNING

OF CONSTRUCTION.

2.MATERIALS OF EXISTING WATER

LINES ARE IDENTIFIED BASED ON

RECORD DATA. CONTRACTOR

TO FIELD VERIFY.

CIVIL

ALIGNM

ENT 2

STA 8+00 TO

END

C-6

ANJ

O

C O

C

ABC

NORTH

SCALE IN FEET

040' 20'SHEET

SEQ.

this sheet, adjust scale.

draw ing. If not one inch on Bar is one inch on original

ISSUE

NO

.VERIFY SCALE

DATE

BY

F&

N JO

B NO

FILE NAM

E

SSI20666

6/8/21

CHECKED

REVISED

DRAW

N

DESIGNED

DATE

SSP INDUSTRIES, L.P.

JBSA RANDO

LPH - W

ATER M

Plot Date: 6/8/2021 9:50 AM Plot By: 02930 Filename: N:\WTU\Drawings\CV-SSI-PL-SHT02_RANDOLPH_PLAN_OVER_PLAN.dwg

Last Saved: 6/7/2021 1:30 PM

Filenam e: N:\W

TU\Draw ings\CV-SSI-PL-SHT02_RANDO

LPH_PLAN_O

VER_PLAN.dw g ACAD Rel: 24.0s (LM

S Tech)

ALIGNMENT 2 SUMMARY TABLE

ABANDONED

VALVES2

PROPOSED 6" MAIN

VALVES3

PROPOSED 6"

SERVICE

CONNECTION

VALVES

PROPOSED 2"

SERVICE

CONNECTION

VALVES

CLIN 57 VALVE

REPLACEMENTS3

ABANDONED

HYDRANTS2

PROPOSED

HYDRANTS3

ABANDONED 6"

WATER LINE632 LF

PROPOSED 6"

WATER LINE780 LF

PROPOSED 1" CAV

ASSEMBLY1

CIVIL

GENERAL STANDARD DETAILS II

DT-2

ABC

SHEET

SEQ.

this sheet, adjust scale.

draw ing. If not one inch on Bar is one inch on original

ISSUE

NO

.VERIFY SCALE

DATE

BY

F&

N JO

B NO

FILE NAM

E

SSI20666

6/8/21

CHECKED

REVISED

DRAW

N

DESIGNED

DATE

SSP INDUSTRIES, L.P.

Plot Date: 6/8/2021 10:04 AM Plot By: 02930 Filename: N:\WTU\Drawings\GN-ALL-DT-DTLS01_RANDOLPH.dwg

Last Saved: 6/3/2021 10:59 AM

Filenam e: N:\W

TU\Draw ings\GN-ALL-DT-DTLS01_RANDO

LPH.dw g

ACAD Rel: 24.0s (LM S Tech)

JBSA RANDO

LPH - W

ATER M

AINS &

VALVE AND

HYDRANT REPLACEM

ENTS (CLIN61 &

57)

6'

1+00 2+003+00

4+00

#149

#150 #151

#152 #153

#154#155 #156

PI STA 3+68.13

45°00'00"

INSTALL:

1 - 45° BEND

N 13743325.31 E 2197481.36

STA 1+00.00

BEGIN 6" WL

INSTALL:

1-8"x6" TEE

1 - 6" GATE VALVE

N 13743183.54 E 2197256.99

STORM INLET

PT. 19575

GRATE EL=741.20

FL EL=738.46

12"(SE)

STORM MANHOLE

PT. 19578

RIM EL=742.35

24" FL EL=735.97 (NW)

24" FL EL=735.63 (SE)

STORM INLET

PT. 19598

GRATE EL=741.45

FL EL=736.88

12"(SE)

STORM INLET

PT. 19594

GRATE EL=741.02

CHANNEL FL EL=736.60

CANNOT SEE PIPE DIRECTION/SIZE

STORM INLET

PT. 22857

GRATE EL=741.55

15" FL EL=738.97 (SW)

15" FL EL=738.87 (SE)

PI STA 1+09.29

45°43'42"

INSTALL:

1 - 45° BEND

N 13743192.57 E 2197259.14

C STREET E

(ASPHALT PAVEMENT)

NORTH

EA

ST

DRIVE

(CONCRET

E P

AVEM

EN

T)

STA 2+76.56

INSTALL:

1-FIRE HYDRANT

ASSEMBLY

N 13743278.35 E 2197402.74

REMOVE EX FH

7'

CUT AND PLUG

EX 6" WL

EX 6" CI WL TO BE

ABANDONED IN PLACE

EX COMMUNICATION

MANHOLE

EX

COMMUNICATION

MANHOLE

PI STA 4+20.08

45°00'00"

INSTALL:

1 - 45° BEND

N 13743335.00 E 2197528.45

742742

742742

PI STA 3+90.52

45°00'00"

INSTALL:

1 - 45° BEND

N 13743319.84 E 2197503.07

742742

CAUTION! GAS CROSSING

MAINTAIN 18" CLEARANCE

(CONTRACTOR TO VERIFY

ELEVATION)

PROPOSED 6" PVC

(C-900) WL

UNDERGROUND TELEPHONE

MAINTAIN 18" CLEARANCE

(CONTRACTOR TO VERIFY

ELEVATION)

M

ATCH LINE STA 4+00

6'

4+00

5+006+007+00 8+00

#154#155 #156

#157

#158#159#160

#161

#162

#166

PI STA

46°2

INSTAL

1 - 45° N 1374 E 2197

PI STA 3+68.13

45°00'00"

INSTALL:

1 - 45° BEND

N 13743325.31 E 2197481.36

PI STA 4+48.27

45°24'26"

INSTALL:

1 - 45° BEND

N 13743362.34 E 2197535.34

STA 2+76.56

INSTALL:

1-FIRE HYDRANT

ASSEMBLY

N 13743278.35 E 2197402.74

STA 6+96.23

RE-ESTABLISH EX 6" SERVICE

INSTALL:

1-6"x6" TEE

6" WL AND FITTINGS

AS REQUIRED

1 - 6" GATE VALVE

N 13743487.99 E 2197749.11

WW MANHOLE

PT. 23967

RIM EL=742.80

8"(IN) FL EL=733.28 (NE)

8"(IN) FL EL=733.32 (SW)

8"(IN) FL EL=733.24 (NW)

8"(OUT) FL EL=733.18 (E)

C STREET E

(ASPHALT PAVEMENT)

PI STA 8+23.11

47°37'26"

INSTALL:

1 - 45° BEND

N 13743547.41 E 2197858.76

PI STA 10

91°55'

INSTALL:

1 - 90° BE

N 137436 E 219789

STA 9+24.47

RE-ESTABLISH

INSTALL:

1-6"x6" TEE

6" WL AND FIT

AS REQUIRED

1 - 6" GATE VA

N 13743559.37 E 2197951.14

SEWER CROSSING

MAINTAIN 18" CLEARANCE

FL=733.24

(CONTRACTOR TO VERIFY

ELEVATION)

CAUTION! GAS

MAINTAIN 18"

(CONTRACTOR

ELEVATION)

WATERLINE CROSSING

CROSS UNDER EX WL

10'

10'

REMOVE EX FH

EX COMMUNICATION

MANHOLE

EX

COMMUNICATION

MANHOLE

PI STA 4+20.08

45°00'00"

INSTALL:

1 - 45° BEND

N 13743335.00 E 2197528.45

DRIVEWAY CROSSING

BY OPEN CUT

33'

CONCRETE AND CURB REPAIR AS REQUIRED

16'

CURB REPAIR

AS REQUIRED

REMOVE EX FH

PI STA 7+50.61

44°59'03"

INSTALL:

1 - 45° BEND

N 13743509.67 E 2197796.86

PI STA 7+42.70

44°03'36"

INSTALL:

1 - 45° BEND

N 13743511.53 E 2197789.18

18'

STA 8+60.58

INSTALL:

1 - 6" GATE VALVE

N 13743536.92 E 2197894.74

PROPOSED 6" PVC

(C-900) WL

EX 8" CI WL TO

ABANDONED

STORM DRAI

MAINTAIN 18

CLEARANCE

ELEVATION U

(CONTRACTO

ELEVATION)

STA 4+73.90

INSTALL:

1 - FIRE HYDRANT

ASSEMBLY

N 13743375.32 E 2197557.43

PI STA 3+90.52

45°00'00"

INSTALL:

1 - 45° BEND

N 13743319.84 E 2197503.07

743 743

745 743 744

PROPOSED 6" PVC

(C-900) WL

STA 5+58.59

INSTALL:

1 - 6" GATE VALE

N 13743418.24 E 2197630.44

EX 6" CI WL TO BE

ABANDONED IN PLACE

UNDERGROUND TELEPHONE

MAINTAIN 18" CLEARANCE

(CONTRACTOR TO VERIFY

ELEVATION)

DRIVEWAY

CROSSING

BY OPEN

CUT

PROTECT EX SIGN

M

ATCH LINE STA 4+00

M

AT

CH

LI

NE

S

TA

+0

CIVIL

ALIGNM

ENT 2

STA 1+00 TO

STA 8+00

C-5

ANJ

O

C O

C

ABC

NORTH

SCALE IN FEET

040' 20'SHEET

SEQ.

this sheet, adjust scale.

draw ing. If not one inch on Bar is one inch on original

ISSUE

NO

.VERIFY SCALE

DATE

BY

F&

N JO

B NO

FILE NAM

E

SSI20666

5/11/21

CHECKED

REVISED

DRAW

N

DESIGNED

DATE

SSP INDUSTRIES, L.P.

JBSA RANDO

LPH - W

ATER M

AINS

Plot Date: 5/11/2021 4:48 PM Plot By: 02930 Filename: N:\WTU\Drawings\CV-SSI-PL-SHT02_RANDOLPH_PLAN_OVER_PLAN.dwg

Last Saved: 5/11/2021 4:26 PM

Filenam e: N:\W

TU\Draw ings\CV-SSI-PL-SHT02_RANDO

LPH_PLAN_O

VER_PLAN.dw g ACAD Rel: 24.0s (LM

S Tech)

NOTES:

1.CONTRACTOR SHALL VERIFY

LOCATION AND DEPTH OF ALL

UTILITIES PRIOR TO BEGINNING

OF CONSTRUCTION.

2.MATERIALS OF EXISTING WATER

LINES ARE IDENTIFIED BASED ON

RECORD DATA. CONTRACTOR

TO FIELD VERIFY.

ALIGNMENT 2 SUMMARY TABLE

ABANDONED

VALVES5

PROPOSED 6" MAIN

VALVES2

PROPOSED 6"

SERVICE

CONNECTION

VALVES

CLIN 57 VALVE

REPLACEMENTS0

ABANDONED

HYDRANTS2

PROPOSED

HYDRANTS2

ABANDONED 6"

WATER LINE705 LF

PROPOSED 6"

WATER LINE700 LF

PROPOSED 1" CAV

ASSEMBLY0

Concrete cap over this area where we potholed. Maybe larger, we did not go further.

+00 2+0 2+0+00 +00+00 3+0 3+0+00 +00

0 4+4+++

#151 151 #152

#153 #1544 #15#155

7'

42 742 742 742 74242 742 742 742 742 742

PI STA 3+90.52 PPPI PI

! CAUTION! GAS CROSSING CAUTION!GASCROSSING

ATCH LINE STA 4+00

7474742 742742

242424242

MAINTAIN 18" CLEARAN C

(CONTRACTOR TO VERIFY RACTO

ELEVATION) EVA

#1 +0 111111111+11+1+1+1+1+11+11+1+++111+0+0+0+0+0 1+1+0++0000 +000 +0+0+00 +000+00000000 0

#1#1#1#1##1#1##555151511555115 #1####1##111

These are all communication duct banks that are concrete encased with the exception of the south one that is

(5) each 6" conduits all laid side by side

This is a direct bury communication line

These are all duct banks coming out of the large concrete vault going to the base comm building.

Theblueline depicts the newalignmentrequiredto avoidtheunidentified commlinesfoundduring potholingactivities