P039 AM-0007 DRAFT DRAWINGS.pdf

PDF 7 MB Posted Mar 13, 2023

Attached to: P039 Ship Handling and Combat Training Facilities Federal contract opportunity
Solicitation number: W912HV-23-Z-0018
Issued by: Department of the Army Corps of Engineers Engineering District Japan

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Other files attached to P039 Ship Handling and Combat Training Facilities, newest first.
File	Type	Posted
P039 YOKOSUKA AM-0003 DRAFT DRAWINGS.pdf	PDF	Mar 13, 2023
P039 YOKOSUKA AM-0003 DRAFT SPECIFICATIONS.pdf	PDF	Mar 13, 2023
P039 YOKOSUKA AM-0006 DRAFT Drawings.pdf	PDF	Mar 13, 2023
P039_YOKOSUKA_DRAFT_PART 1 OF 3 DRAWINGS.pdf	PDF	Mar 12, 2023
P039-YOKOSUKA_DRAFT Specifications.pdf	PDF	Mar 12, 2023
P039_YOKOSUKA_DRAFT_PART 2 OF 3 DRAWINGS.pdf	PDF	Mar 12, 2023
P039_YOKOSUKA_DRAFT_PART 3 OF 3 DRAWINGS.pdf	PDF	Mar 12, 2023

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HPS

E E E

W x

W x W x

W x

W x W x

06 1.90

2.24

SMH

RIM 3.82

INV NW 2.17

INV E 2.13

SS x

SS x SS x

KING ST

ＭＭ

SIGN BOARD

VENT PIPE(B-1)

VENT PIPE(B-2)

SIGN BOARD

BUS STOP

TRASH BIN

(1 4)

TRASH BIN

W x W x

Ｓ g

ANCHOR

BUS

NO PARKING

FIRELANE

NO PARKING

FIRELANE

ＳＴＯＰ

E E

3.00

3.60

3.20

3.40

3.80

4.00

S F

F S

S F

S F S F

S F S F S F SF SF SF

S F

F S

S F

IP IP IP

W x

SS x x

SIGN BOARD

GENERATOR

Ｍ

H=3.85

W=1.50

ODU

E E

T- B- -2

S F

W x

SS x x

SIGN BOARD

GENERATOR

Ｍ

H=3.85

W=1.50

ODU

E E

T- B- -2

S F

HPS

E E E

W x

W x W x

W x

W x W x

06 1.90

2.24

SMH

RIM 3.82

INV NW 2.17

INV E 2.13

SS x

SS x SS x

KING ST

ＭＭ

SIGN BOARD

VENT PIPE(B-1)

VENT PIPE(B-2)

SIGN BOARD

BUS STOP

TRASH BIN

(1 4)

TRASH BIN

W x W x

Ｓ g

ANCHOR

BUS

NO PARKING

FIRELANE

NO PARKING

FIRELANE

ＳＴＯＰ

E E

3.00

3.60

3.20

3.40

3.80

4.00

S F

F S

S F

S F S F

S F S F S F SF SF SF

S F

F S

S F

IP IP IP

GC801

PHASE 2: EXTEND UTILITIES

IN KING STREET

SOUTHBOUND LANES

PHASE 1: ESTABLISH

CONTRACTOR LAY

DOWN AREA

SCALE:

PHASING PLAN: PHASES 1-2

1:2501

SCALE:

PHASING PLAN: PHASE 3

1:2502

NOTE:

CONTRACTOR CAN PROPOSE CHANGES TO CONSTRUCTION SEQUENCING BY PREPARING A

REVISED PHASE PLAN AND SUBMITTING IT TO THE CONTRACTING OFFICER FOR APPROVAL.

R . J

O H

O N

PHASE 1: ESTABLISH CONTRACTOR LAY DOWN AREA

· PREPARATION: ESTABLISH CONTRACTOR'S TEMPORARY SITE LAY DOWN AREA FOR TEMPORARY STORAGE OF DAILY USED EQUIPMENT AND MATERIALS. ERECT TEMPORARY

CHAIN LINK FENCING WITH GATE.

· EROSION CONTROL: INSTALL INLET PROTECTION WHERE INDICATED. INSTALL CONSTRUCTION ENTRANCE TRACKING PADS WHERE INDICATED. INSTALL SILT FENCE WHERE

INDICATED

PHASE 2: EXTEND UTILITIES IN KING STREET SOUTHBOUND LANES

· RESTRICTIONS: KING STREET IS A MAIN THOROUGHFARE AND MUST BE OPEN TO FOUR-LANE TRAFFIC BETWEEN 7:00-8:00 AM AND 4:00-5:00 PM ON WEEKDAYS. CONTRACTOR

SHALL PERFORM WORK DURING WEEKEND AND/OR OVERNIGHT HOURS.

· PREPARATION: CLOSE KING STREET SOUTHBOUND LANES AND MAKE NORTHBOUND LANES SINGLE LANE TWO-WAY TRAFFIC USING TRAFFIC CONTROL DEVICES AND SIGNS.

· GENERAL NOTE: SAVE AND REUSE EXISTING AGGREGATE BASE MATERIAL UNDERLYING EXISTING PAVEMENTS.

· SANITARY SEWER PIPING: BYPASS SEWERAGE FROM NEXT UP-GRADIENT SANITARY MANHOLE TO NEXT DOWN-GRADIENT SANITARY MANHOLE. SAW CUT EXISTING

PAVEMENT AND EXCAVATE TRENCHES FOR UTILITY CONSTRUCTION. CORE CONNECTION TO EXITING SANITARY MANHOLE. EXTEND SANITARY PIPING TO LIMITS OF

SOUTHBOUND LANES AND PLUG IT FOR FUTURE CONNECTION. STOP SEWERAGE BYPASS.

· FIBER OPTIC CONDUIT: SAW CUT EXISTING PAVEMENT AND EXCAVATE TRENCHES FOR UTILITY CONSTRUCTION. EXTEND FIBER OPTIC CONDUIT TO LIMITS OF SOUTHBOUND

LANES AND PLUG IT FOR FUTURE CONNECTION.

· ELECTRICAL CONDUIT: SAW CUT EXISTING PAVEMENT AND EXCAVATE TRENCHES FOR UTILITY CONSTRUCTION. EXTEND ELECTRICAL CONDUIT TO LIMITS OF SOUTHBOUND

LANES AND PLUG IT FOR FUTURE CONNECTION.

· RESTORATION: PATCH EXISTING PAVEMENTS IN-KIND. REOPEN SOUTHBOUND LANES.

· EROSION CONTROL: REPAIR ANY DAMAGED EROSION CONTROL DEVICES.

PHASE 2: EXTEND UTILITIES

IN KING STREET

SOUTHBOUND LANES

EXISTING

BUILDING 1997

PHASE 3: EXTEND UTILITIES

IN KING STREET CENTER

LANES

PHASE 3: EXTEND UTILITIES

IN KING STREET CENTER

LANES

EXISTING

BUILDING 1997

PHASE 3: EXTEND UTILITIES IN CENTER OF KING STREET

· RESTRICTIONS: KING STREET IS A MAIN THOROUGHFARE AND MUST BE OPEN TO FOUR-LANE TRAFFIC BETWEEN

7:00-8:00 AM AND 4:00-5:00 PM ON WEEKDAYS. CONTRACTOR SHALL PERFORM WORK DURING WEEKEND AND/OR

OVERNIGHT HOURS.

· PREPARATION: CLOSE KING STREET INNERMOST NORTHBOUND AND SOUTHBOUND LANES AND MAKE OUTER

LANES SINGLE LANE ONE-WAY TRAFFIC USING TRAFFIC CONTROL AND SIGNS.

· SANITARY SEWER PIPING: SAW CUT EXISTING PAVEMENT AND EXCAVATE TRENCHES FOR UTILITY CONSTRUCTION. EXTEND SANITARY PIPING TO LIMITS OF CENTER LANES AND PLUG IT FOR FUTURE CONNECTION.

· FIBER OPTIC CONDUIT: SAW CUT EXISTING PAVEMENT AND EXCAVATE TRENCHES FOR UTILITY CONSTRUCTION.

EXTEND FIBER OPTIC CONDUIT TO LIMITS OF CENTER LANES AND PLUG IT FOR FUTURE CONNECTION.

· ELECTRICAL CONDUIT: SAW CUT EXISTING PAVEMENT AND EXCAVATE TRENCHES FOR UTILITY CONSTRUCTION.

EXTEND ELECTRICAL CONDUIT TO LIMITS OF CENTER LANES AND PLUG IT FOR FUTURE CONNECTION.

· RESTORATION: PATCH EXISTING PAVEMENTS IN-KIND. REOPEN CENTER LANES.

· EROSION CONTROL: REPAIR ANY DAMAGED EROSION CONTROL DEVICES.

0 12.5 m

1:250

SCALE

PLAN NORTH

0 12.5 m

1:250

SCALE

PLAN NORTH

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

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C R

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R G

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C O

N D

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-X

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N O

C O

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DRAFT

HPS HPS

HPS

E E

E E E

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W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

W x W x

132.24

2.02

SMH

RIM 3.82

INV NW 2.17

INV E 2.13

x x

SS x

SS x SS x

FIRE ALARM(PUSH STATION)

WATER METER BOX

BACKFLOW PREVENTER

ATG

MISSILE PEDESTAL

VENT PIPE(B-1)

BACKFLOW PREVENTER

BICYCLE

PARKING AREA

SIGN BOARD

TILE PAVING

GAZEBO

STORAGE

SIGN BOARD

POSTBOX

GENERATOR

WISTARIA TRELLIS

STORAGE

W x W x

Ｓ g g g

H=4.40

W=4.50

H=3.85

W=1.50

H=3.85

W=1.50

H=3.80

W=1.50

ANCHOR

NO PARKING

F I R E L A N E

NO PARKING

FIRELANE

NO PARKING

FIRELANE

N O

P A R K I N G

F I R E L A N E

ＳＴＯＰ

ODU

VENT PIPE(B-8)

ODU

W x

ANCHOR

TORII

S S

E E

DDDD

D 1

E E

3.00

3.60

3.20

3.40

3.80

4.00

S F

F S

S F

S F S F S F S F S F S F S F S

S F

F S

S F

IP IP IP

IP IP

IPIP

W x

W x W x

Wx W x

SS x SS x x

SIGN BOARD

GENERATOR

W x W x

Wx W x

Ｍ

H=3.85

W=1.50

ODU

E E

S F

HPS

E E E

W x

W x W x

W x

W x W x

Wx W x

W x W x

06 1.90

2.24

SMH

RIM 3.82

INV NW 2.17

INV E 2.13

SS x

SS x SS x

KING ST

FIRE ALARM(PUSH STATION)

ＭＭ

SOV

ATG

SIGN BOARD

FCV

VENT PIPE(B-1)

VENT PIPE(B-2)

SIGN BOARD

BUS STOP

TRASH BIN

W x W x

Wx W x

W x W x

Ｍ

Ｓ g g

ANCHOR

BUS

NO PARKING

FIRELANE

ＳＴＯＰ

ODU

ANCHOR

E E

3.00

3.60

3.20

3.40

3.80

4.00

S F

F S

S F

IP IP

GC802

PHASE 5: BUILD PARKING

LOT SOUTH BYPASS

PHASE 5: BUILD PARKING LOT SOUTH BYPASS

· PREPARATION: CLOSE PARKING SPACES IN PHASE LIMITS

USING TRAFFIC CONTROL DEVICES AND SIGNS.

· GENERAL NOTE: SAVE AND REUSE EXISTING AGGREGATE BASE

MATERIAL UNDERLYING EXISTING PAVEMENTS.

· DEMOLITION: DEMOLISH AND REMOVE VEGETATION, SIDEWALK,

CURB, PARKING STOPS, AND ALL OTHER FEATURES IN AREA.

EXCAVATE TO GRADES MATCHING PARKING LOT PAVEMENTS

AT EAST AND WEST ENDS. OVER EXCAVATE AN ADDITIONAL 300

mm.

· BYPASS DRIVEWAY: INSTALL A 300 mm THICK DRIVABLE

COMPACTED CRUSHED GRAVEL SURFACE DRIVEWAY.

· EROSION CONTROL: REPAIR ANY DAMAGED EROSION CONTROL

DEVICES.

SCALE:

PHASING PLAN: PHASE 4

1:2501

SCALE:

PHASING PLAN: PHASE 5

1:2502

NOTE:

CONTRACTOR CAN PROPOSE CHANGES TO CONSTRUCTION SEQUENCING BY PREPARING A

REVISED PHASE PLAN AND SUBMITTING IT TO THE CONTRACTING OFFICER FOR APPROVAL.

R . J

O H

O N

PHASE 4: EXTEND UTILITIES

IN KING STREET

NORTHBOUND LANES

PHASE 4: EXTEND UTILITIES

IN KING STREET CENTER

LANES

EXISTING

BUILDING 1997

PHASE 4: EXTEND UTILITIES IN KING STREET NORTHBOUND LANES

· RESTRICTIONS: KING STREET IS A MAIN THOROUGHFARE AND MUST BE OPEN TO FOUR-LANE TRAFFIC BETWEEN

7:00-8:00 AM AND 4:00-5:00 PM ON WEEKDAYS. CONTRACTOR SHALL PERFORM WORK DURING WEEKEND AND/OR

OVERNIGHT HOURS.

· PREPARATION: CLOSE KING STREET NORTHBOUND LANES AND MAKE SOUTHBOUND LANES SINGLE LANE TWO-WAY TRAFFIC USING TRAFFIC CONTROL DEVICES AND SIGNS. SAW CUT EXISTING PAVEMENT AND

EXCAVATE TRENCHES FOR UTILITY CONSTRUCTION.

· GENERAL NOTE: SAVE AND REUSE EXISTING AGGREGATE BASE MATERIAL UNDERLYING EXISTING PAVEMENTS.

· SANITARY SEWER PIPING: EXTEND SANITARY PIPING FROM PREVIOUSLY EXTENDED PIPING TO A POINT OUTSIDE

OF KING STREET AND PLUG FOR FUTURE CONNECTION.

· STORM SEWER PIPING: BYPASS STORM SEWER FROM NEXT UP-GRADIENT MANHOLE TO NEXT DOWN-GRADIENT

INLET. CORE CONNECTION INTO EXISTING STORM MANHOLE. EXTEND STORM SEWER TO A POINT OUTSIDE OF KING STREET AND PLUG IT FOR FUTURE CONNECTION. CONNECT LATERALS TO EXISTING INLETS WHILE

EXTENDING THE STORM SEWER. STOP STORM SEWER BY-PASS.

· FIBER OPTIC CONDUIT: SAW CUT EXISTING PAVEMENT AND EXCAVATE TRENCHES FOR UTILITY CONSTRUCTION.

EXTEND FIBER OPTIC CONDUIT TO LIMITS OF CENTER LANES AND PLUG IT FOR FUTURE CONNECTION.

· ELECTRICAL CONDUIT: SAW CUT EXISTING PAVEMENT AND EXCAVATE TRENCHES FOR UTILITY CONSTRUCTION.

EXTEND ELECTRICAL CONDUIT TO A POINT OUTSIDE OF KING STREET AND PLUG IT FOR FUTURE CONNECTION.

· RESTORATION: PATCH EXISTING PAVEMENTS IN-KIND. REOPEN NORTHBOUND LANES.

· EROSION CONTROL: REPAIR ANY DAMAGED EROSION CONTROL DEVICES.

0 12.5 m

1:250

SCALE

PLAN NORTH

0 12.5 m

1:250

SCALE

PLAN NORTH

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

E M

C R

O N

1 3 5 7 9 11 13 15 17 192 4 6 8 10 12 14 16 18 20

R G

S H

G A

N D

C O

N D

2H V2

-X

X-

N O

C O

M M

) Y

, J

-0

: C

R O

O N

G O

HPS HPS

HPS

E E E

W x x

W x

W x W x

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

W x W x

06 1.90

2.24

2.02

SMH

RIM 3.82

INV NW 2.17

INV E 2.13

SS x

SS x SS x

SS x

SS x SS x

KING ST

FIRE ALARM(PUSH STATION)

WATER METER BOX

BACKFLOW PREVENTER

ATG

MISSILE PEDESTAL

VENT PIPE(B-1)

VENT PIPE(B-2)

BICYCLE

PARKING AREA

SIGN BOARD

STORAGE

SIGN BOARD

BUS STOP

POSTBOX

TRASH BIN

GENERATOR

WISTARIA TRELLIS

STORAGE

W x W x

Ｍ

Ｓ g g g

H=3.85

W=1.50

H=3.80

W=1.50

ANCHOR

NO PARKING

F I R E L A N E

NO PARKING

FIRELANE

NO PARKING

FIRELANE

NO PARKING

FIRELANE

F I R E L A N E

ＳＴＯＰ

ODU

VENT PIPE(B-8)

ODU

W x

ANCHOR

TORII

S S

E E

D 1

E E

3.00

3.60

3.20

3.40

3.80

4.00

S F

F S

S F

F S

S F

S F S F S F S F S F S F SF

S F

S S F

S F

IP IP IP

IP IP

IPIP

HPS

HPS HPS

HPS

E E

E E E

E E

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

W x W x

132.24

2.02

SMH

RIM 3.82

INV NW 2.17

INV E 2.13

SS x

SS x SS x

FIRE ALARM(PUSH STATION)

WATER METER BOX

BACKFLOW PREVENTER

ATG

MISSILE PEDESTAL

VENT PIPE(B-1)

BICYCLE

PARKING AREA

SIGN BOARD

TILE PAVING

STORAGE

SIGN BOARD

POSTBOX

GENERATOR

WISTARIA TRELLIS

STORAGE

W x W x

Ｓ g g g

H=4.40

W=4.50

H=3.85

W=1.50

H=3.85

W=1.50

H=3.80

W=1.50

ANCHOR

NO PARKING

F I R E L A N E

NO PARKING

FIRELANE

NO PARKING

FIRELANE

N O

P A R K I N G

F I R E L A N E

ＳＴＯＰ

ODU

VENT PIPE(B-8)

ODU

W x

ANCHOR

TORII

S S

E E

DDDD

D 1

E E

3.00

3.60

3.20

3.40

3.80

4.00

S F

F S

S F

IP IP IP

IP IP

IPIP

PHASE 7: EXTEND

UTILITIES ALONG WEST

PROJECT LIMITS

GC803

PHASE 6: EXTEND

UTILITIES ALONG EAST

PROJECT LIMITS

PHASE 6: EXTEND UTILITIES ALONG EAST PROJECT LIMITS

· PREPARATION: CLOSE PARKING SPACES AND SIDEWALKS IN PHASE LIMITS USING

TRAFFIC CONTROL DEVICES AND SIGNS. OPEN THE NEW PARKING LOT DRIVEWAY BYPASS

BUILT IN PHASE 5. SAW CUT EXISTING PAVEMENTS AND EXCAVATE TRENCHES FOR

UTILITY CONSTRUCTION.

· PEDESTRIAN ACCESS REQUIREMENTS: CONTINUALLY PROVIDE TWO PEDESTRIAN

ACCESS ROUTES TO KING STREET THROUGHOUT PROJECT TO ALLOW FOR EMERGENCY

EGRESS OF BUILDING 1997 USERS. ERECT TRAFFIC CONTROL DEVICES IN THE DRIVEWAY

THAT WILL PROVIDE A TEMPORARY PEDESTRIAN CORRIDOR SO PEDESTRIANS ARE

SEPARATED FROM VEHICULAR TRAFFIC.

· GENERAL NOTE: SAVE AND REUSE EXISTING AGGREGATE BASE MATERIAL UNDERLYING

EXISTING PAVEMENTS.

· SERVICE INTERRUPTION REQUIREMENTS: MINIMIZE SERVICE DISRUPTIONS TO BUILDING

1997 FOR NO LONGER THAN FOUR (4) HOURS BY INSTALLING NEW UTILITIES BEFORE

SWITCHING SERVICES AND BEFORE DEMOLISHING EXISTING SERVICES. PROVIDE AT

LEAST TWO (2) WEEKS ADVANCE NOTICE TO BUILDING 1997 USERS.

· HIGH PRESSURE STEAM VAULTS: START CONSTRUCTION OF THE TWO UNDERGROUND

HIGH PRESSURE STEAM VAULTS FIRST BECAUSE THEY WILL TAKE THE LONGEST TO

BUILD.

· SANITARY SEWER PIPING: WHILE VAULTS ARE UNDER CONSTRUCTION, PERFORM

SANITARY SEWER CONSTRUCTION SINCE IT IS THE DEEPEST SYSTEM. BYPASS

SEWERAGE FROM THE NEXT UP-GRADIENT MANHOLE TO THE NEXT DOWN-GRADIENT

MANHOLE. CONNECT TO THE SANITARY PIPING FROM PREVIOUSLY EXTENDED PIPING

AND EXTEND THE REMAINDER OF THIS SANITARY SEWER PIPING BRANCH. STOP

SEWERAGE BY-PASS.

· WATER MAIN PIPING: AFTER INSTALLING THE SANITARY, PERFORM WATER MAIN

CONSTRUCTION SINCE IT IS THE NEXT DEEPEST SYSTEM. DO NOT CONNECT TO THE

WATER MAIN. INSTALL GATE VALVE NEAR THE FUTURE WATER MAIN CONNECTION, PLUG

THE VALVE IN THE DIRECTION OF THE FUTURE WATER MAIN CONNECTION, THEN EXTEND

WATER PIPING TOWARD BUILDING 1997 WITHIN THE PHASE LIMITS. PLUG THE END OF THE

WATER PIPING FOR FUTURE CONNECTION.

· STORM SEWER PIPING: AFTER INSTALLING THE WATER, THEN CONNECT TO THE

PREVIOUSLY EXTENDED STORM SEWER PIPING AND EXTEND THE REMAINDER OF THIS

STORM SEWER PIPING BRANCH. PLUG THE END OF THE ROOF DRAIN LATERALS FOR

FUTURE CONNECTION.

· HIGH PRESSURE STEAM PIPING: AFTER INSTALLING THE STORM SEWER, PERFORM THE

HIGH PRESSURE STEAM PIPING CONSTRUCTION WITHIN THE PROJECT LIMITS.

· TEMPORARY RESTORATION: PATCH EXISTING PAVEMENTS WITH 300 mm THICK DRIVABLE

COMPACTED CRUSHED GRAVEL SURFACE.

· EROSION CONTROL: REPAIR ANY DAMAGED EROSION CONTROL DEVICES.

PHASE 7: EXTEND UTILITIES ALONG WEST PROJECT LIMITS

· PREPARATION: CLOSE PARKING SPACES AND SIDEWALKS IN PHASE LIMITS USING

TRAFFIC CONTROL DEVICES AND SIGNS. OPEN THE PARKING LOT SOUTH BYPASS

BUILT IN PHASE 5. SAW CUT EXISTING PAVEMENTS AND EXCAVATE TRENCHES FOR

UTILITY CONSTRUCTION.

· PEDESTRIAN ACCESS REQUIREMENTS: CONTINUALLY PROVIDE TWO PEDESTRIAN

ACCESS ROUTES TO KING STREET THROUGHOUT PROJECT TO ALLOW FOR

EMERGENCY EGRESS OF BUILDING 1997 USERS. ERECT TRAFFIC CONTROL DEVICES

IN THE DRIVEWAY THAT WILL PROVIDE A TEMPORARY PEDESTRIAN CORRIDOR SO

PEDESTRIANS ARE SEPARATED FROM VEHICULAR TRAFFIC.

· GENERAL NOTE: SAVE AND REUSE EXISTING AGGREGATE BASE MATERIAL

UNDERLYING EXISTING PAVEMENTS.

· SERVICE INTERRUPTION REQUIREMENTS: MINIMIZE SERVICE DISRUPTIONS TO

BUILDING 1997 FOR NO LONGER THAN FOUR (4) HOURS BY INSTALLING NEW UTILITIES

BEFORE SWITCHING SERVICES AND BEFORE DEMOLISHING EXISTING SERVICES.

PROVIDE AT LEAST TWO (2) WEEKS ADVANCE NOTICE TO BUILDING 1997 USERS.

· HIGH PRESSURE STEAM VAULTS: CONTINUE CONSTRUCTION OF TWO UNDERGROUND

HIGH PRESSURE STEAM VAULTS.

· SANITARY SEWER PIPING: WHILE VAULTS ARE UNDER CONSTRUCTION, PERFORM

SANITARY SEWER CONSTRUCTION SINCE IT IS THE DEEPEST SYSTEM. BYPASS

SEWERAGE FROM THE NEXT UP-GRADIENT MANHOLE TO THE NEXT DOWN-GRADIENT

MANHOLE. CONNECT TO THE SANITARY PIPING FROM PHASE 4 AND EXTEND THE

REMAINDER OF THIS SANITARY SEWER PIPING BRANCH. STOP SEWERAGE BY-PASS.

· WATER MAIN PIPING: AFTER INSTALLING THE SANITARY, PERFORM WATER MAIN

CONSTRUCTION SINCE IT IS THE NEXT DEEPEST SYSTEM. DO NOT CONNECT TO THE

WATER MAIN. DO NOT CONNECT TO BUILDING 1997'S WATER METER. INSTALL GATE

VALVE NEAR THE FUTURE WATER MAIN CONNECTION, PLUG THE VALVE IN THE

DIRECTION OF THE FUTURE WATER MAIN CONNECTION, THEN EXTEND WATER PIPING

TOWARD BUILDING 1997 WITHIN THE PHASE LIMITS. CONNECT TO THE WATER MAIN

PIPING INSTALLED IN PHASE 6.

· STORM SEWER PIPING: AFTER INSTALLING THE WATER, THEN CONNECT TO THE

PREVIOUSLY EXTENDED STORM SEWER PIPING AND EXTEND THE REMAINDER OF

THIS STORM SEWER PIPING BRANCH. PLUG THE END OF THE ROOF DRAIN LATERALS

FOR FUTURE CONNECTION.

· FIBER OPTIC CONDUIT: AFTER INSTALLING THE STORM SEWER, PERFORM THE HIGH

PRESSURE STEAM PIPING CONSTRUCTION WITHIN THE PROJECT LIMITS.

· TEMPORARY RESTORATION: PATCH EXISTING PAVEMENTS WITH 300 mm THICK

DRIVABLE COMPACTED CRUSHED GRAVEL SURFACE.

· EROSION CONTROL: REPAIR ANY DAMAGED EROSION CONTROL DEVICES.

PHASE 7: EXTEND UTILITIES

ALONG WEST PROJECT

LIMITS (HIGH PRESSURE

STEAM VAULTS)

SCALE:

PHASING PLAN: PHASE 6

1:2501

SCALE:

PHASING PLAN: PHASE 7

1:2502

NOTE:

CONTRACTOR CAN PROPOSE CHANGES TO CONSTRUCTION SEQUENCING BY PREPARING A REVISED

PHASE PLAN AND SUBMITTING IT TO THE CONTRACTING OFFICER FOR APPROVAL.

R . J

O H

O N

0 12.5 m

1:250

SCALE

PLAN NORTH

0 12.5 m

1:250

SCALE

PLAN NORTH

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

E M

C R

O N

1 3 5 7 9 11 13 15 17 192 4 6 8 10 12 14 16 18 20

R G

S H

G A

N D

C O

N D

2H V2

-X

X-

N O

C O

M M

) Y

, J

-0

: C

R O

O N

G O

HPS HPS

HPS

E E

E E E

E E

E E E

W x

Wx Wx

W x

W x W x

W x

Wx W x Wx Wx

Wx W x Wx Wx W x Wx Wx

Wx W x Wx Wx

W x

06 1.90

2.24

2.02

SMH

RIM 3.82

INV NW 2.17

INV E 2.13

SS x SS x SS x

xSS x

SS x

SS x SS x SS x SS x SS x

SS x SS x

KING ST

FIRE ALARM(PUSH STATION)

WATER METER BOX

BACKFLOW PREVENTER

ATG

SIGN BOARD

MISSILE PEDESTAL

CONTROL PANEL VENT PIPE(B-7)

VENT PIPE(B-1)

VENT PIPE(B-2)

XMFR

BACKFLOW PREVENTER

BICYCLE

PARKING AREA

BICYCLE PARKING AREA

(PARKING RACK)

SIGN BOARD

TILE PAVING

GAZEBO

STORAGE

ODU

SIGN BOARD

BICYCLE PARKING AREA

(PARKING RACK)

BUS STOP

POSTBOX

TRASH BIN

(1 4)

GENERATOR

WISTARIA TRELLIS

TRASH BIN

STORAGE

SECURITY CAMERA

TELECOMMUNICATION BOX

BUS STOP

SIGN BOARD

ELECTRONIC MESSAGE BOARD(3020)

CONTROL PANEL

W x

Ｍ

Ｓ

Ｍ g g g

H=4.40

W=4.50

H=3.85

W=1.50

H=3.85

W=1.50

H=3.80

W=1.50

ANCHOR

SIAMESE CONNECTION

NO PARKING

F I R E L A N E

BUS

NO PARKING

FIRELANE

NO PARKING

FIRELANE

NO PARKING

FIRELANE

N O

P A R K I N G

F I R E L A N E

N O

P A R K I N G

F I R E L A N E

N O

P A R K I N G

F I R E L A N E

NO PARKING

F I R E L A N E

ＳＴＯＰ

ODU ODU

ODU

VENT PIPE(B-8)

ELECTRICAL PANEL(1998)

ODU

PANELBOARD

W x

ANCHOR

TORII

S S

E E

D D D D D

DDDD

T- B- -2

ＳＴＯＰ

E E

3.00

3.60

3.20

3.40

3.80

4.00

S F

F S

S F

SF SF SF SF SF

SF SF S

S F

S F S F

S F

F S F

S F

IP IP IP

IP IP

IPIP

HPS

HPS HPS

HPS

E E E

W x

W x W x

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

W x W x

06 1.90

2.24

2.02

SMH

RIM 3.82

INV NW 2.17

INV E 2.13

SS x x

SS x SS x

FIRE ALARM(PUSH STATION)

WATER METER BOX

BACKFLOW PREVENTER

ATG

MISSILE PEDESTAL

VENT PIPE(B-1)

VENT PIPE(B-2)

BICYCLE

PARKING AREA

SIGN BOARD

STORAGE

SIGN BOARD

POSTBOX

TRASH BIN

GENERATOR

WISTARIA TRELLIS

STORAGE

W x W x

Ｍ

Ｓ g g g

H=3.85

W=1.50

H=3.80

W=1.50

ANCHOR

NO PARKING

F I R E L A N E

NO PARKING

FIRELANE

NO PARKING

FIRELANE

F I R E L A N E

ＳＴＯＰ

ODU

VENT PIPE(B-8)

ODU

W x

ANCHOR

TORII

S S

E E

D 1

E E

3.00

3.60

3.20

3.40

3.80

4.00

S F

F S

S F

S F S F S F S F S F S F S F S

S F

F S

S F

F S

S F

IP IP IP

IP IP

IPIP

GC805

PHASE 11: DEMOLITION OF EXISTING UTILITIES ALONG EAST PROJECT LIMITS

· PREPARATION: CLOSE PARKING SPACES AND SIDEWALKS IN PHASE

LIMITS USING TRAFFIC CONTROL DEVICES AND SIGNS. OPEN THE

PARKING LOT NORTH AND SOUTH BYPASSES, AND CLOSE PARKING

SPACES BETWEEN THEM USING TRAFFIC CONTROL DEVICES AND

SIGNS. KEEP WEST PARKING LOT ENTRANCE OPEN AT ALL TIMES

DURING THIS PHASE. SAW CUT EXISTING PAVEMENTS AND EXCAVATE

TRENCHES FOR UTILITY CONSTRUCTION.

· PEDESTRIAN ACCESS REQUIREMENTS: CONTINUALLY PROVIDE TWO

PEDESTRIAN ACCESS ROUTES TO KING STREET THROUGHOUT

PROJECT TO ALLOW FOR EMERGENCY EGRESS OF BUILDING 1997

USERS. ERECT TRAFFIC CONTROL DEVICES IN THE DRIVEWAY THAT

WILL PROVIDE A TEMPORARY PEDESTRIAN CORRIDOR SO

PEDESTRIANS ARE SEPARATED FROM VEHICULAR TRAFFIC.

· GENERAL NOTE: SAVE AND REUSE EXISTING AGGREGATE BASE

MATERIAL UNDERLYING EXISTING PAVEMENTS.

· DEMOLITION: REMOVE AND DISPOSE OF EXISTING UNDERGROUND

UTILITIES IN PROJECT PHASE LIMITS. PERMANENTLY BULKHEAD OR CAP

UTILITIES ABANDONED IN PLACE.

· TEMPORARY RESTORATION: PATCH EXISTING PAVEMENTS WITH 300 mm

THICK DRIVABLE COMPACTED CRUSHED GRAVEL SURFACE.

· EROSION CONTROL: REPAIR ANY DAMAGED EROSION CONTROL

DEVICES.

PHASE 11: DEMOLITION OF

EXISTING UTILITIES ALONG

EAST PROJECT LIMITS

PHASE 10: EXTENSION OF ELECTRICAL UTILITIES

· PREPARATION: CLOSE KING STREET OUTER NORTHBOUND LANE USING

TRAFFIC CONTROL AND SIGNS.

· RESTRICTIONS: KING STREET IS A MAIN THOROUGHFARE AND MUST BE OPEN

TO FOUR-LANE TRAFFIC BETWEEN 7:00-8:00 AM AND 4:00-5:00 PM ON

WEEKDAYS. CONTRACTOR SHALL PERFORM WORK DURING WEEKEND

AND/OR OVERNIGHT HOURS.

· GENERAL NOTE: SAVE AND REUSE EXISTING AGGREGATE BASE MATERIAL

UNDERLYING EXISTING PAVEMENTS.

· SERVICE INTERRUPTION REQUIREMENTS: MINIMIZE SERVICE DISRUPTIONS

TO BUILDING 1997 FOR NO LONGER THAN FOUR (4) HOURS BY INSTALLING

NEW UTILITIES BEFORE SWITCHING SERVICES AND BEFORE DEMOLISHING

EXISTING SERVICES. PROVIDE AT LEAST TWO (2) WEEKS ADVANCE NOTICE

TO BUILDING 1997 USERS.

· ELECTRICAL CONDUIT: SAW CUT EXISTING PAVEMENT AND EXCAVATE

TRENCHES FOR UTILITY CONSTRUCTION. EXTEND ELECTRICAL CONDUIT TO

A POINT OUTSIDE OF KING STREET AND PLUG IT FOR FUTURE CONNECTION.

· EROSION CONTROL: REPAIR ANY DAMAGED EROSION CONTROL DEVICES.

SCALE:

PHASING PLAN: PHASE 10

1:5001

SCALE:

PHASING PLAN: PHASE 11

1:2502

NOTE:

CONTRACTOR CAN PROPOSE CHANGES TO CONSTRUCTION SEQUENCING BY PREPARING A

REVISED PHASE PLAN AND SUBMITTING IT TO THE CONTRACTING OFFICER FOR APPROVAL.

R . J

O H

O N

0 12.5 m

1:250

SCALE

PLAN NORTH

0 25 m

1:500

SCALE

PLAN NORTH

PHASE 10: EXTEND

ELECTRICAL CONDUIT

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

E M

C R

O N

1 3 5 7 9 11 13 15 17 192 4 6 8 10 12 14 16 18 20

R G

S H

G A

N D

C O

N D

2H V2

-X

X-

N O

C O

M M

) Y

, J

-0

: C

R O

O N

G O

DRAFT

AutoCAD SHX Text T.1

HPS HPS

HPS

E E

E E E

E E

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

W x W x

132.24

2.02

SMH

RIM 3.82

INV NW 2.17

INV E 2.13

x x

SS x

SS x SS x

FIRE ALARM(PUSH STATION)

WATER METER BOX

BACKFLOW PREVENTER

ATG

MISSILE PEDESTAL

VENT PIPE(B-1)

BACKFLOW PREVENTER

BICYCLE

PARKING AREA

SIGN BOARD

TILE PAVING

GAZEBO

STORAGE

SIGN BOARD

POSTBOX

GENERATOR

WISTARIA TRELLIS

STORAGE

W x W x

Ｓ g g g

H=4.40

W=4.50

H=3.85

W=1.50

H=3.85

W=1.50

H=3.80

W=1.50

ANCHOR

NO PARKING

F I R E L A N E

NO PARKING

FIRELANE

NO PARKING

FIRELANE

N O

P A R K I N G

F I R E L A N E

ＳＴＯＰ

ODU

VENT PIPE(B-8)

ODU

W x

ANCHOR

TORII

S S

E E

DDDD

D 1

E E

3.00

3.60

3.20

3.40

3.80

4.00

S F

F S

S F

S F S F S F S F S F S F S F S

S F

F S

S F

F S

S F

IP IP IP

IP IP

IPIP

HPS

HPS HPS

HPS

E E

E E E

E E

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

W x W x

06 1.90

2.24

2.02

SMH

RIM 3.82

INV NW 2.17

INV E 2.13

SS x

SS x SS x

FIRE ALARM(PUSH STATION)

WATER METER BOX

BACKFLOW PREVENTER

ATG

MISSILE PEDESTAL

VENT PIPE(B-1)

VENT PIPE(B-2)

BACKFLOW PREVENTER

BICYCLE

PARKING AREA

SIGN BOARD

TILE PAVING

GAZEBO

STORAGE

SIGN BOARD

POSTBOX

GENERATOR

WISTARIA TRELLIS

STORAGE

W x W x

Ｍ

Ｓ g g g

H=4.40

W=4.50

H=3.85

W=1.50

H=3.85

W=1.50

H=3.80

W=1.50

ANCHOR

SIAMESE CONNECTION

NO PARKING

F I R E L A N E

NO PARKING

FIRELANE

NO PARKING

FIRELANE

N O

P A R K I N G

F I R E L A N E

ＳＴＯＰ

ODU

VENT PIPE(B-8)

ODU

W x

ANCHOR

TORII

S S

E E

DDDD

D 1

E E

3.00

3.60

3.20

3.40

3.80

4.00

S F

S F S F S F S F S F S F S F S F

S F

F S

S F

IP IP IP

IP IP

IPIP

PHASE 9: BUILD PARKING

LOT NORTH BYPASS

GC804

PHASE 8: WATER MAIN

TESTING AND

CONNECTIONS

PHASE 8: WATER MAIN TESTING AND CONNECTIONS

· TESTING: PERFORM BACTERIAL AND PRESSURE TESTING OF WATER MAIN

PIPING AT THE NEW HYDRANT.

· PREPARATION: ERECT TRAFFIC CONTROL DEVICES SURROUNDING

CONNECTION LOCATIONS.

· GENERAL NOTE: SAVE AND REUSE EXISTING AGGREGATE BASE MATERIAL

UNDERLYING EXISTING PAVEMENTS.

· SERVICE INTERRUPTION REQUIREMENTS: MINIMIZE SERVICE DISRUPTIONS

TO BUILDING 1997 FOR NO LONGER THAN FOUR (4) HOURS BY INSTALLING

NEW UTILITIES BEFORE SWITCHING SERVICES AND BEFORE DEMOLISHING

EXISTING SERVICES. PROVIDE AT LEAST TWO (2) WEEKS ADVANCE NOTICE

TO BUILDING 1997 USERS.

· HIGH PRESSURE STEAM VAULTS: CONTINUE CONSTRUCTION OF TWO

UNDERGROUND HIGH PRESSURE STEAM VAULTS.

· CONNECTIONS TO MAIN: AFTER PASSING THE BACTERIAL AND PRESSURE

TESTING, ALERT BUILDING 1997 USERS OF IMMINENT TEMPORARY SERVICE

DISRUPTION. MEANWHILE, CONNECT EACH ENDS OF THE WATER MAIN PIPING

TO THE EXISTING WATER MAIN SYSTEMS.

· CONNECTION TO BUILDING 1997: AT THE TIME AGREED BY BUILDING 1997

USERS, DISCONNECT THE EXISTING WATER LATERAL TO THE WATER METER

AND CONNECT THE NEW WATER LATERAL THE WATER METER. ALERT

BUILDING 1997 USERS WHEN COMPLETED.

· TEMPORARY RESTORATION: PATCH EXISTING PAVEMENTS WITH 300 mm

THICK DRIVABLE COMPACTED CRUSHED GRAVEL SURFACE.

· EROSION CONTROL: REPAIR ANY DAMAGED EROSION CONTROL DEVICES.

PHASE 8: WATER MAIN

TESTING AND

CONNECTIONS

PHASE 8: WATER MAIN

TESTING AND

CONNECTIONS

PHASE 8: WATER MAIN

TESTING AND

CONNECTIONS

PHASE 8: WATER MAIN

TESTING AND

CONNECTIONS (HIGH

PRESSURE STEAM VAULTS)

PHASE 8: WATER MAIN

TESTING AND

CONNECTIONS (HIGH

PRESSURE STEAM VAULTS)

PHASE 9: BUILD PARKING LOT NORTH BYPASS

· PREPARATION: CLOSE PARKING SPACES IN PHASE LIMITS USING TRAFFIC

CONTROL DEVICES AND SIGNS.

· GENERAL NOTE: SAVE AND REUSE EXISTING AGGREGATE BASE MATERIAL

UNDERLYING EXISTING PAVEMENTS.

· HIGH PRESSURE STEAM VAULTS: CONTINUE CONSTRUCTION OF TWO

UNDERGROUND HIGH PRESSURE STEAM VAULTS.

· DEMOLITION: DEMOLISH AND REMOVE VEGETATION, SIDEWALK, CURB,

PARKING STOPS, AND ALL OTHER FEATURES IN AREA. EXCAVATE TO

GRADES MATCHING PARKING LOT PAVEMENTS AT EAST AND WEST ENDS.

OVER EXCAVATE AN ADDITIONAL 300 mm.

· BYPASS DRIVEWAY: INSTALL A 300 mm THICK DRIVABLE COMPACTED

CRUSHED GRAVEL SURFACE DRIVEWAY.

· EROSION CONTROL: REPAIR ANY DAMAGED EROSION CONTROL DEVICES.

PHASE 9: BUILD PARKING

LOT NORTH BYPASS (HIGH

PRESSURE STEAM VAULTS)

PHASE 9: BUILD PARKING

LOT NORTH BYPASS (HIGH

PRESSURE STEAM VAULTS)

SCALE:

PHASING PLAN: PHASE 8

1:2501

SCALE:

PHASING PLAN: PHASE 9

1:2502

NOTE:

CONTRACTOR CAN PROPOSE CHANGES TO CONSTRUCTION SEQUENCING BY PREPARING A

REVISED PHASE PLAN AND SUBMITTING IT TO THE CONTRACTING OFFICER FOR APPROVAL.

R . J

O H

O N

0 12.5 m

1:250

SCALE

PLAN NORTH

0 12.5 m

1:250

SCALE

PLAN NORTH

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

E M

C R

O N

1 3 5 7 9 11 13 15 17 192 4 6 8 10 12 14 16 18 20

R G

S H

G A

N D

C O

N D

2H V2

-X

X-

N O

C O

M M

) Y

, J

-0

: C

R O

O N

G O

HPS HPS

HPS

E E E

W x

W x W x

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

W x W x

06 1.90

2.24

2.02

SMH

RIM 3.82

INV NW 2.17

INV E 2.13

SS x

SS x SS x

SS x

SS x SS x

KING ST

FIRE ALARM(PUSH STATION)

WATER METER BOX

BACKFLOW PREVENTER

ATG

MISSILE PEDESTAL

VENT PIPE(B-1)

VENT PIPE(B-2)

BICYCLE

PARKING AREA

SIGN BOARD

STORAGE

SIGN BOARD

BUS STOP

POSTBOX

TRASH BIN

GENERATOR

WISTARIA TRELLIS

STORAGE

W x W x

Ｍ

Ｓ g g g

H=3.85

W=1.50

H=3.80

W=1.50

ANCHOR

NO PARKING

F I R E L A N E

NO PARKING

FIRELANE

NO PARKING

FIRELANE

NO PARKING

FIRELANE

F I R E L A N E

ＳＴＯＰ

ODU

VENT PIPE(B-8)

ODU

W x

ANCHOR

TORII

S S

E E

D 1

E E

3.00

3.60

3.20

3.40

3.80

4.00

S F

F S F

S F

F S

S F

S F S F S F S F S F S F S F S

S F

F S

S F

IP IP IP

IP IP

IPIP

HPS

HPS HPS

HPS

E E

E E E

W x

W x x W x

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

W x W x

132.24

2.02

SMH

RIM 3.82

INV NW 2.17

INV E 2.13

SS x x

SS x SS x

FIRE ALARM(PUSH STATION)

WATER METER BOX

BACKFLOW PREVENTER

ATG

MISSILE PEDESTAL

VENT PIPE(B-1)

VENT PIPE(B-2)

BICYCLE

PARKING AREA

SIGN BOARD

STORAGE

SIGN BOARD

POSTBOX

GENERATOR

WISTARIA TRELLIS

STORAGE

W x W x

Ｓ g g g

H=3.85

W=1.50

H=3.80

W=1.50

ANCHOR

NO PARKING

F I R E L A N E

NO PARKING

FIRELANE

NO PARKING

FIRELANE

F I R E L A N E

ＳＴＯＰ

ODU

VENT PIPE(B-8)

ODU

W x

ANCHOR

TORII

S S

E E

D 1

3.00

3.60

3.20

3.40

3.80

4.00

S F

F S

S F

S F S F S F S F S F S F S F S F

S F

F S

S F

F S

S F

F S

S F

IP IP IP

IP IP

IPIP

GC806

PHASE 12: DEMOLITION OF EXISTING UTILITIES ALONG WEST PROJECT LIMITS

· PREPARATION: CLOSE PARKING SPACES AND SIDEWALKS IN PHASE

LIMITS USING TRAFFIC CONTROL DEVICES AND SIGNS. OPEN THE

PARKING LOT NORTH AND SOUTH BYPASSES, AND CLOSE PARKING

SPACES BETWEEN THEM USING TRAFFIC CONTROL DEVICES AND SIGNS.

KEEP EAST PARKING LOT ENTRANCE OPEN AT ALL TIMES DURING THIS

PHASE. SAW CUT EXISTING PAVEMENTS AND EXCAVATE TRENCHES FOR

UTILITY CONSTRUCTION.

· PEDESTRIAN ACCESS REQUIREMENTS: CONTINUALLY PROVIDE TWO

PEDESTRIAN ACCESS ROUTES TO KING STREET THROUGHOUT PROJECT

TO ALLOW FOR EMERGENCY EGRESS OF BUILDING 1997 USERS. ERECT

TRAFFIC CONTROL DEVICES IN THE DRIVEWAY THAT WILL PROVIDE A

TEMPORARY PEDESTRIAN CORRIDOR SO PEDESTRIANS ARE SEPARATED

FROM VEHICULAR TRAFFIC.

· GENERAL NOTE: SAVE AND REUSE EXISTING AGGREGATE BASE MATERIAL

UNDERLYING EXISTING PAVEMENTS.

· DEMOLITION: REMOVE AND DISPOSE OF EXISTING UNDERGROUND

UTILITIES IN PROJECT PHASE LIMITS. PERMANENTLY BULKHEAD OR CAP

UTILITIES ABANDONED IN PLACE.

· TEMPORARY RESTORATION: PATCH EXISTING PAVEMENTS WITH 300 mm

THICK DRIVABLE COMPACTED CRUSHED GRAVEL SURFACE.

· EROSION CONTROL: REPAIR ANY DAMAGED EROSION CONTROL DEVICES.

PHASE 12: DEMOLITION OF

EXISTING UTILITIES ALONG

EAST PROJECT LIMITS

PHASE 13: DEMOLITION OF EXISTING UTILITIES CENTER PROJECT LIMITS

· PREPARATION: CLOSE PARKING SPACES AND SIDEWALKS IN PHASE LIMITS

USING TRAFFIC CONTROL DEVICES AND SIGNS. OPEN BOTH THE EAST AND

WEST PARKING LOT ENTRANCES. SAW CUT EXISTING PAVEMENTS AND

EXCAVATE TRENCHES FOR UTILITY CONSTRUCTION.

· GENERAL NOTE: SAVE AND REUSE EXISTING AGGREGATE BASE MATERIAL

UNDERLYING EXISTING PAVEMENTS.

· DEMOLITION: REMOVE AND DISPOSE OF EXISTING UNDERGROUND UTILITIES

IN PROJECT PHASE LIMITS. PERMANENTLY BULKHEAD OR CAP UTILITIES

ABANDONED IN PLACE.

· TEMPORARY RESTORATION: PATCH EXISTING PAVEMENTS WITH 300 mm

THICK DRIVABLE COMPACTED CRUSHED GRAVEL SURFACE.

· EROSION CONTROL: REPAIR ANY DAMAGED EROSION CONTROL DEVICES.

PHASE 13: DEMOLITION OF

EXISTING UTILITIES IN

CENTER PROJECT LIMITS

SCALE:

PHASING PLAN: PHASE 12

1:2501

SCALE:

PHASING PLAN: PHASE 13

1:2502

NOTE:

CONTRACTOR CAN PROPOSE CHANGES TO CONSTRUCTION SEQUENCING BY PREPARING A

REVISED PHASE PLAN AND SUBMITTING IT TO THE CONTRACTING OFFICER

FOR APPROVAL. B.

C H

R . J

O H

O N

0 12.5 m

1:250

SCALE

PLAN NORTH

0 12.5 m

1:250

SCALE

PLAN NORTH

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

E M

C R

O N

1 3 5 7 9 11 13 15 17 192 4 6 8 10 12 14 16 18 20

R G

S H

G A

N D

C O

N D

2H V2

-X

X-

N O

C O

M M

) Y

, J

-0

: C

R O

O N

G O

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

SS x SS x

SS x

KING ST

FIRE ALARM(PUSH STATION)

ＭＭ

WATER METER BOX

BACKFLOW PREVENTER

TILE PAVING

TRASH BIN

g g

BUS

ODU

W x

TORII

S S

DDDD

E E

H Y D

GV GVGV

D C

C C

S S

COCOCOCO

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

SS x

SS x SS x

KING ST

FIRE ALARM(PUSH STATION)

ＭＭ

WATER METER BOX

BACKFLOW PREVENTER

TILE PAVING

TRASH BIN

(1 4) g g

BUS

NO PARKING

FIRELANE

NO PARKING

FIRELANE

ODU

W x

TORII

DDDD

E E

H Y D

GV GVGV

D C

C C

S S

COCOCOCO

GC807

PHASE 14: CONSTRUCTION

BUILDING P039

PHASE 15: CONSTRUCT FINAL

NORTHWEST DRIVEWAY,

PARKING, AND BUILDING 1997

PEDESTRIAN SIDEWALK

PHASE 14: CONSTRUCT BUILDING P039

· PREPARATION: ERECT TEMPORARY FENCING AROUND THE PROPOSED BUILDING. SITUATE THE FENCING

SO: 1) BUILDING 1997 USERS CAN ACCESS BUILDING 1997 ENTRANCES WITH BOTH PEDESTRIAN AND VEHICULAR TRAFFIC, AND 2) CONSTRUCTION VEHICLES AND WORKERS CAN ACCESS BUILDING P039 FACE

AND FOOTPRINT.

· FOOTINGS AND FOUNDATION:…

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File details come from the government source that posted it. Updated Mar 13, 2023.