1605706_Dwgs_5of13.pdf

SPIKE W FACE PP

ELEV=93.03

BM #60

SPIKE W FACE PP

ELEV=92.08

BM #61

SPIKE E FACE PP

ELEV=93.95

BM #63

CP #3

5/8"x2' REBAR/ORANGE CONTROL CAP

FF=93.29

FF=93.28

SILL

FF=93.12

SILL

GRATE OVER CHANNEL

RIM=92.53

MH176

STEPS

STEPS

RIM=92.24

MH373

RIM=92.48

MH381

RIM=92.22

MH575

RIM=92.12

MH576

RIM=92.00

MH577

RIM=92.16

MH578

GRASS

GRASS

GRAVEL

GRASS

GRASS

GRASS

ASPHALT

CONCRETE SIDEWALK

CONCRETE

CONCRETE

CONCRETE

CONCRETE CONCRETE

CONCRETE

CONCRETE

CONCRETE

ASPHALT

SHED

BUILDING C-72

BUILDING C-32B

SHED

GRASS

GRASS

GRASS

GRASS

GRASS

CP #1

FF=92.34

SILL

FF=92.39

SILL

FF=92.42

SILL

FF=95.44

FF=95.47

R

IM

.0

M H

RIM=94.66

MH830

RIM=91.35

MH5292

GRASS

FF=93.29

BUILDING 573

TANK

CONCRETE CONCRETE

CONCRETE

ASPHALT

ASPHALT

ASPHALT

WOODS

WOODS

WOODS

HEADWALL

HEADWALL

GRASS

GRASS

GRASS

GRASS

GRASS

GRAVEL

GRAVEL

GRASS

TANK

5/8"x2' REBAR/ORANGE CONTROL CAP

EQUIPMENT.

CHANNEL ELEV=83.99

CONCRETE

AREA NOT MAPPED

DUE TO INACCESSIBLE

EQUIPMENT

WALL WIDTH

GRATE ELEV 92.27

FOUNDATION NOT VISIBLE.

GRASS

CURB

CURB

C U R B

C U R B

C U R B

C U R B

ASPHALT

GRASS

GRASS

UNOBSERVABLE

AREA COVERED

WALL WIDTH

UNOBSERVABLE

AREA COVERED

W

G

W

W

W W

TOP WALL 103.73

TO

P

W

AL

L 3.

TOP WALL 103.76

TOP WALL 103.74

AC

NO WIRES ON POLE

RIM=97.01

MH817

IE=89.76

IE=89.92

12" CMP

IE

.1

IE

.5

C M

P

2" WATER

4" DIP

2" WATER

CONDUIT

ELECTRICAL

2" WATER

(ABD)

10" PVC

CONDUIT

ELECTRICAL

12" DIP

(ABD)

10" PVC

12" DIP

10" VT

(ABD)

12" VT

18" DIP

6" DIP

CONDUIT

ELECTRICAL

10" DIP

(ABD)

10" VT

8" DIP

10" PVC

(ABD)

10" DIP

CONDUIT

ELECTRICAL

4" DIP

4" PVC

10" PVC

8" DIP

CONDUIT

ELECTRICAL

2" WATER

12" DIP

10" DIP

4" DIP

10" DIP (ABD)

4" DIP (ABD)

(ABD)

10" VT

(ABD)

6" DIP

6" DIP

6" WATER

4" DIP

12" DIP

SYSTEM

DISTRIBUTION

FROM WATER

N A

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

S

T E

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V

C

IL

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

AZ

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0100-DP101

B L

D G

-1

-D

P .d g n

20'0 40'

A

R D P

IP

V

E R

A L L Y

A R

D P

IP

IN

G P

L A

N

SBR 1&2

MH-2

FIRE HYDRANT

MH-4

4" DS

6" PD

10" OF

SHEET KEYNOTES

MANHOLE SCHEDULE

10" PD

6" RS-FM

MH-3

TO EXISTING

CONNECT

6" W1

N 524 227.1

6" 90° BEND

IE 89.33

E 586 816.8

N 524 150.6

4" WYE W/ PLUG

IE 90.13

E 586 799.8

N 524 008.6

6" 90° BEND

IE 88.67

E 586 860.2

N 524 000.4

6" 90° BEND

IE 88.67

E 586 936.2

N 524 007.1

4" 90° BEND

IE 89.67

E 586 942.2

N 524 131.1

6" 90° BEND

IE 88.06

E 586 980.1

IE 89.67

E 586 957.7

IE 88.67

E 586 952.0

N 524 011.6

6" 90° BEND

IE 87.57

E 586 821.2

6" W1

N 524 151.7

6" TEE

IE 87.57

E 586 815.1

4" DS

023 134

IE 91.05

E 586 734.4

IE 89.33

E 586 806.4

N 524 156.1

10" 45° BEND

0750-D-101

STATION, SEE

FILTER PUMP

EXISTING

10" SE

N 524 138.6

10" 22.5° BEND

IE 91.17

E 586 812.0

N 524 207.3

10" 45° BEND6" RS-FM

IE 90.54

(3) 2" SPARE

(1) 2" NAOH

(2) 2" PACL

IE 89.33

(4) 2" PA

IE 87.57

E 586 797.3

IE 91.66

E 586 746.9

6" PD

10" PD

0100-DP401

B3

HYDRANT

FIRE

0100-DP401

B2

0100-DP401

B1

0100-DP102

B3

MH-5

10" PLE

MH-6

10" PLE

6" RS-FM

6" W1

6" CAP

10" PLE

EXISTING

10" PD

12795314

FOR CONTINUATION

2 1/2" W1, SEE 0600-P-101

C4/900-D-804

POST HYDRANT

CONTINUATION

0600-P-101 FOR

2" W2, SEE

CONTINUATION

0610-D-101 FOR

(4) 2" PA, SEE

10" OF

1"=20'

FOR CONTINUATION

3" D, SEE 0600-P-101

N 524 126.3

6" TEE WITH PLUG

IE 88.06

4"X2 1/2" REDUCER

REDUCING TEE &

6"X4"

N 524 144.8

FOR FUTURE

6" TEE W/ PLUG

N 524 009.9

6" TEE

6"-V405

6"-V405

REDUCER

W/ 4"X6"

TO EXISTING

6" PD TIE IN

3/4" NG

6" RS-FM

TYP

SPOOL PIECE

EXISTING MH-1

4' DIAMETER

TOP EL: 92.48

INV (W) =89.48 (EXISTING 10" PD)

INV (NE) = 89.58(10" PD)

MH-2

5' DIAMETER

TOP EL: 93.0

INV (N) = 89.84(10" PD)

INV (SW) = 89.74(10" PD)

SEE A1, A2/0900-D-806

MH-3

5' DIAMETER

TOP EL: 93.34

INV (W) = 90.21 (10" PD)

INV (S) = 90.11 (10" PD)

SEE A1, A2/0900-D-806

MH-4

5' DIAMETER

TOP EL: 94.65

INV (W) = 91.5 (10" OF)

INV (NW) = 90.75 (6" PD)

INV (N) = 90.7 (10" OF)

INV (E) = 90.60 (10" PD)

INV (SE) = 91.46 (6" PD)

SEE A1, A2/0900-D-806

EXISTING FILTER PUMP STATION

8' DIAMETER

TOP EL: 99.44

INV (N) = 91.05 (10" SE)

INV (NE) = 91.66 (10" OF)

INV (SE) = 91.77 (6" FI)

INV (SE) = 91.77 (6" FI)

MH-5

5' DIAMETER

TOP EL: 96.5

INV (N) = 88.78 (10" PLE)

INV (W) = 91.47 (10" PLE)

SEE A1, A2/0900-D-806

MH-6

5' DIAMETER

TOP EL: 93.0

INV (NE) = 88.59 (EXISTING 10" PLE)

INV (S) = 88.69 (10" PLE)

SEE A1, A2?-D-806

B5

0100-DP102

GENERAL NOTES

C4

900-D-804

HYDRANT

POST

SBR 3&4

FUTURE

SBR 5&6

FUTURE

4" DS

6" 22.5° BEND, TYP 4

6" 45° BEND, TYP 4

CONSTRUCTION PHASING

VERIFY (EXISTING 4" SS)

INV (NE) = DEPTH UNKNOWN FIELD

SYSTEMS BY THE GOVERNMENT.

ACCEPTANCE OF THE NEW WASTEWATER TREATMENT

THAN 30 CALENDAR DAYS FROM THE DATE OF WRITTEN

DEMOLITION. PHASE 2 SHALL COMMENCE NO SOONER

FACILITIES SCHEDULED FOR DECOMMISSIONING /

WASTEWATER TREATMENT SYSTEMS AND RELATED

THE DEMOLITION/DECOMMISSIONING OF THE EXISTING

WASTEWATER TREATMENT SYSTEMS; PHASE 2 INCLUDES

TESTING, AND FINAL ACCEPTANCE OF THE NEW

PHASES; PHASE 1 INCLUDES CONSTRUCTION, STARTUP,

THE WORK SHALL BE PERFORMED IN TWO DISTINCT

OPERATION AT ALL TIMES.

REQUIRED TO MAINTAIN TWO INFLUENT PUMPS IN

208 GPM @ 40 FEET TDH. STAGGER REPLACEMENT AS

EXISTING AS REQUIRED TO MEET NEW DUTY POINT OF

IMPELLER DIAMETER SHALL BE INCREASED OVER

ARE 5.0 HP, BARNES MODEL 4XSE5066A. NEW

PARTS ON EXISTING SHELF SPARE. EXISTING PUMPS

VOLUTE GASKET AND RESET. ALSO REPLACE SAME

IMPELLER BOLT, SHIMS, IMPELLER SPACER, AND

REPLACE EXISTING IMPELLER, IMPELLER WASHER,

EXISTING (2) INFLUENT SUBMERSIBLE PUMPS AND

INSIDE EXISTING INFLUENT PUMP STATION, REMOVE 14.

DETAIL A1/900-D-804

CHEMICAL HANDHOLE, 13.

INDICATED SIZE IS PVC CARRIER PIPE SIZE.12.

AND ABANDON EXISTING 10" PLE.

REMOVE EXISTING PLANT DISCHARGE MANHOLE. CAP 11.

PLE AT DOGHOUSE MH-6.

LOCATE EXISTING 10" PLE AND CONNECT TO NEW 10" 10.

LOCATE AND CONNECT TO EXISTING 10"-PLE.9.

TEE.

LOCATE AND CONNECT TO EXISTING 6"-W1 WITH 6" 8.

PIPE.

VERIFY INVERT AND MATERIAL OF EXISTING 4"-SS

CONNECT EXISTING 4"-SS TO NEW MANHOLE. FIELD 7.

WITH FLEXIBLE BOOT, INV 89.58.

CORE DRILL AND CONNECT TO EXISTING MANHOLE 6.

LOCATE AND CONNECT TO EXISTING 4"-PD. 5.

10"-PD INSTALLATION IS COMPLETE.

EXISTING 4"-PD TO REMAIN IN SERVICE UNTIL NEW 4.

PLUG ABANDONED CONNECTIONS.3.

SLEEVE.

LOCATE AND CONNECT TO EXISTING 6"-RS-DIP WITH 2.

REPLACE EXISTING 4"-SS IN PIPE TRENCH WITH 10"-PD.1.

N 524 130.6

4" TEE WITH PLUG

TO EXISTING 2" WATER.

REQUIRED TO CONNECT

AND COUPLING AS

PROVIDE 2" W1 PIPING

CAP EXISTING 2" WATER.

AND CURB BOX. CUT AND

CORPORATION STOP

AWWA BALL

SADDLE WITH 2" BRASS

DOUBLE STRAP SERVICE

PROVIDE 2" TAP AND

MH-1

EXISTING

A1/0900-D-806 AND A2/0900-D-806

DOGHOUSE MANHOLE, REFER TO DETAILS

A2/0900-D-806

C3/0900-D-808, A1/0900-D-806 (SIM), AND

STANDARD MANHOLE, REFER TO DETAILS

EQUIPMENT ARE SHOWN HEAVY-LINED.

SCREENED AND/OR LIGHT-LINED. NEW PIPING AND

EXISTING PIPING AND EQUIPMENT ARE SHOWN 17.

BACTERIOLOGICALLY TESTED AS SPECIFIED.

AND LEAK TESTED, DISINFECTED AND

ALL NEW WATER PIPING SHALL BE FLUSHED, PRESSURE 16.

STREAM IDENTIFICATION.

REFER TO DRAWING 0000-DI002 FOR PIPING FLOW 15.

CLEARANCE FROM WASTEWATER LINES AS SPECIFIED.

POTABLE WATER LINES SHALL HAVE ADDITIONAL

SUPPORT AS SHOWN ON DETAIL B4/0900-D-808.

CROSSINGS SHALL BE 6”. PROVIDE FLOWABLE BACKFILL

MINIMUM ALLOWABLE CLEARANCE BETWEEN PIPES AT 14.

B3/0900-D-808.

FOR TRENCHING AND BACKFILL, SEE DETAIL 13.

MECHANICAL JOINT.

ALL BURIED VALVES AND FITTINGS SHALL BE 12.

FITTINGS.

MECHANICALLY RESTRAIN ALL NEW PIPE JOINTS AND 11.

PIPING.

3’-6” COVER OVER BURIED WATER AND FORCEMAIN

UNLESS OTHERWISE SHOWN PROVIDE A MINIMUM OF 10.

CONTINUATION OF PIPING AT EACH FACILITY.

SEE PROCESS MECHANICAL DRAWINGS FOR 9.

GOVERNMENT INSPECTION.

WITNESSED TESTING, OR OTHER WORK REQUIRING

SHALL NOT INCLUDE CONFINED SPACE WORK,

ACTIVITIES OUTSIDE OF NORMAL WORKING HOURS

REQUESTS SHALL BE MADE ON A WEEKLY BASIS. WORK

MINIMUM OF 3 CALENDAR DAYS IN ADVANCE.

WORKING HOURS TO CONTRACTING OFFICER A

SUBMIT REQUESTS FOR WORK OUTSIDE NORMAL 8.

THROUGH FRIDAY, EXCLUDING FEDERAL HOLIDAYS.

NORMAL WORKING HOURS ARE 0730 TO 1600, MONDAY 7.

PRIOR TO THE PLANNED OUTAGE.

THE CONTRACTOR A MINIMUM OF 15 CALENDAR DAYS

REQUESTS FOR UTILITY OUTAGES SHALL BE MADE TO 6.

1800.

LIMITED TO BETWEEN THE HOURS OF 1200 (NOON) AND

MORE THAN 4 HOURS IN DURATION AND SHALL BE

SCHEDULED POWER OUTAGES SHALL BE LIMITED TO NO 5.

VERTICAL DATUM REFERENCED.

REFER TO DWG 0000-C-001 FOR HORIZONTAL AND 4.

DATE OF EXCAVATION.

MINIMUM OF 7 CALENDAR DAYS PRIOR TO DESIRED

BASE OWNED UTILITIES TO CONTRACTING OFFICER A

ADDITION, SUBMIT UTILITY MARKOUT REQUEST FOR

TICKET TO CONTRACTING OFFICER AS EVIDENCE. IN

CONTACT NEW JERSEY “8-1-1 ONE CALL” AND PROVIDE

PRIOR TO ANY EXCAVATIONS, CONTRACTOR SHALL 3.

TO THIRD PARTY UTILITY LOCATION.

PAINT PERIMETER OF PROPOSED EXCAVATION PRIOR

PRIOR TO THE START OF WORK. SPRAY WITH WHITE

CONFLICTS ALONG PIPING/DUCTBANK CORRIDORS

CLEAR EXCAVATIONS AND IDENTIFY POTENTIAL

PROVIDE THIRD PARTY UTILITY LOCATOR SERVICE TO 2.

VERIFICATIONS.

MAY BE REQUIRED BASED ON CONTRACTOR FIELD

PROPOSED PIPING WITH CONTRACTING OFFICER AS

TO CONSTRUCTION. COORDINATE ADJUSTMENT TO

DEPTHS OF EXISTING UNDERGROUND UTILITIES PRIOR

CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND

INFORMATION AVAILABLE DURING THE DESIGN.

DRAWINGS WERE DEVELOPED BASED ON RECORD

EXISTING UTILITIES DEPICTED IN THE CONTRACT 1.

No.

24GE05514700

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FO ETATS

55.88°

4" DIA

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

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UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

AZ

ML

110110

110110

0+00 1+00 2+00

100100

100100

0+00 1+00 2+00 3+00 4+00

PMAM NP

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0100-DP102

10" PD

10" PD PIPING PROFILE

1" = 5' VERT

1" = 20' HORIZ

SCALE:

024 134

GENERAL SHEET NOTES

PROFILE.

ABANDONED PIPES NOT DEPICTED IN 10" PD 2.

IN 10" PD PROFILE.

EXISTING PIPES TO BE ABANDONED NOT DEPICTED 1.

6" RS-FM

B3

MH-1 MODIFICATION / UPGRADE

SCALE: NTS

PLAN

SECTION

MH-2

10" PD FROM

CL

IE 89.58

10" PD

EL 92.48±

EL 89.48±

AND PLUG WITH CAP

CUT EXISTING 4" PD

IE 89.48

EXISTING 10" PD

TO INFLUENT PS

EXISTING 10" PD

P

IP

IN

G P

R O

F

IL

E A

N D D

E T

A

IL

10" PLE PIPING PROFILE

1" = 5' VERT

1" = 20' HORIZ

SCALE:

WYE

10"x4"

10" PLE

EXISTING GRADE

12795315

6" RS

AS NOTED

0 20 40 60

1"=20'

DUCT

ELECTRICAL

GRADE

PROPOSED

10" PD

RIM: 93.0

MH-6

RIM: 94.65

MH-4

3/4" NG

6" W1

DUCT

ELECTRICAL

ADJUST PIPING DEPTH AS REQUIRED.

FIELD VERIFY PRIOR TO CONSTRUCTION.

DEPTH AT TIE-IN POINT UNKNOWN.

RIM: 96.5

MH-5

GRADE

EXISTING

PROPOSED GRADE

RIM: 93.34

MH-3

RIM: 93.0

MH-2

RIM: 92.48

MH-1

EXISTING

SEE 0750-D-101

PUMP STATION,

EXISTING FILTER

B5

SCALE: NTS

SLUDGE HOLDING TANK

CONNECTION TO EXISTING FLANGE.

NEW 8" DIAMETER GASKET, BOLTS, AND NUTS AT

4" DS PIPING TO EXISTING VALVE FLANGE. PROVIDE

ECCENTRIC REDUCER AS REQUIRED TO CONNECT

PROVIDE (2) 90-DEGREE BENDS AND (1) 8"X4" 3.

READY FOR CONNECTION TO NEW PIPING.

DS PIPING. EXPOSE EXISTING FLANGE AND MAKE

REQUIRED TO ACCOMMODATE CONNECTION TO 4"

DEMOLISH EXISTING 8" CLDI SLUDGE PIPING AS 2.

VALVE TO REMAIN.

EXISTING SLUDGE HOLDING TANK AND 8"GATE 1.

SHEET KEYNOTES

6" W1

4" DS

10" PD @ 0.28%

10" OF @ 0.13%

10" PD @ 0.28% 10" PD @ 0.28% 10" PD @ 0.28%

0100-DP101

0100-DP101

No.

24GE05514700

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MH381

GRASS

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

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UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

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AZ

ML

JSAM NP

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025 134

C1

ENLARGED PLAN

SCALE: 1"=5'

B2

ENLARGED PLAN

SCALE: 1"=5'

N

B1

ENLARGED PLAN

SCALE: 1"=5'

N

B3

ENLARGED PLAN

SCALE: 1"=5'

4" DS

IE 88.06

REDUCING TEE

6"X4"

REDUCER

4"X2 1/2"

2 1/2" W1

4" DS

6" RS-FM

10" OF

10" PD

REDUCER

4"X3"

10" PD

DUCT BANK

ELECTRICAL

6" W1

FIRE HYDRANT

6" RS-FM

10" PD

6" W1

DUCT BANK

ELECTRICAL

IE 90.21

10"X4" WYE

DUCT BANK

ELECTRICAL

IE 89.33

6" 90° BEND

B3

0100-DP102

IE 88.06

6"X6" TEE

3/4" NG

MH-1

EXISTING

E N

L A

R G

E D P

L A

N S

10" PLE

TYP 4

6" 22.5° BEND

6" RS-FM

DUCT BANK

ELECTRICAL

10" PD

ELECTRICAL DUCT BANK

12795316

1"=5'

0 5 10 15

Scale In Feet

3" D

IE 90.54

(1) 2" SPARE

(1) 2" NAOH

(2) 2" PACL

6"-V130

IE 83.63

6" 45° BEND

IE 87.62

6" 22.5° BEND

TYP 4

6" 45° BEND

6" W1

0100-DP101 0100-DP1010100-DP101

0100-DP101

No.

24GE05514700

S P

RAHT .L SIR

R

O M

R E

E

NI

G

NE LANOI

SS

E

F O

R P

DESNECI

L

YESREJ WE