Att. AA) B60 AMD 004 Drawings 012726.pdf

SATISFACTORY TO DATE

APPROVED

FOR COMMANDER NAVFAC

A

B

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1 2 3 4 5

1 2 3 4 5

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SHEET

NAVFAC DRAWING NO.

DESIGNER

DRAWN BY

CHECKED BY

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EPROJECT NO.:

DRAWFORM REVISION: 14 SEP 2023

DESIGN MANAGER

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FEAD/PM&E

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GRAPHIC SCALE

CHECK GRAPHIC SCALE BEFORE USING

60'20' 40'20' 10' 1"=20'

PLAN

NORTH

SITE CONSTRAINTS AND REQUIREMENTS PLAN

ST

O

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ST

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ET

SMOOT STREET

TU

RN

ER

S

TR

EE

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PISCATAQUA RIVER

BLDG 59

BLDG 43BLDG 65

IR SOIL SITE

IR SOIL SITE

BLDG 60

BLDG 62A

BLDG 62

EEOP

EEOP

EEOP

GENERAL SHEET NOTES (CONTINUED)

6. PROVIDE TEMPORARY TYPE 3 CONSTRUCTION BARRIER (SEE SHEET G-010) AROUND THE PERIMETER

OF THE CONSTRUCTION SITE WHERE WORK IS BEING PERFORMED AND CONTRACTOR STAGING AND STORAGE AREAS. CONTROL ACCESS TO THE CONSTRUCTION SITE VIA OPENINGS IN THE FENCE THAT CAN BE SECURED TO PREVENT ACCESS. COORDINATE THE EXACT LOCATION OF FENCE WITH THE

CONTRACTING OFFICER.

7. CONDUCT AND COMPLETE WORK IN A MANNER THAT MAINTAINS ACCESS FOR EMERGENCY RESPONSE

VEHICLES THROUGHOUT THE CONSTRUCTION PERIOD.

8. CONSTRUCTION EQUIPMENT IS PERMITTED TO TEMPORARILY OCCUPY PORTIONS OF AN EXISTING FIRE

LANE WITH AN APPROVED OUTAGE. BLOCKING OF FIRE LANES IS PROHIBITED WITHOUT PRIOR

APPROVAL. ONLY MOTORIZED EQUIPMENT, STAFFED BY AN ON-SITE OPERATOR, CAN BE UTILIZED IN THE AREA AND MUST BE ABLE TO BE MOVED IMMEDIATELY UPON REQUEST TO ALLOW FOR UNIMPEDED FIRE DEPARTMENT ACCESS. EXECUTION OF CONSTRUCTION SCOPE WITHIN FIRE LANES MUST BE COMPLETED OUTSIDE OF NORMAL WORKING HOURS (WEEKEND OR AFTER 1600). SCHEDULE WILL NEED

TO BE COORDINATED AND APPROVED BY THE CONTRACTING OFFICER.

9. EXCAVATIONS WITHIN VEHICLE TRAVEL WAYS MUST BE COVERED WITH STEEL PLATES WHEN

CONSTRUCTION IS NOT ACTIVE. DESIGN STEEL PLATES TO ACCOMMODATE AASHTO HS-20 TRAFFIC

LOADING.

10. SEE SHEETS G-008 AND G-009 FOR INFORMATION RELATIVE TO OUTAGES.

11. FOR WORK THAT OBSTRUCTS PEDESTRIAN ACCESS TO SURROUNDING BUILDINGS, OBTAIN AN

APPROVED OUTAGE AND PROVIDE ALTERNATE PEDESTRIAN ACCESS ROUTES AROUND THE

CONSTRUCTION AREA THAT MEETS ACCESSIBILITY STANDARDS.

12. WORK ON THE WEST AND SOUTH SIDES OF BUILDING 60 MUST BE SEQUENCED TO MINIMIZE THE

NUMBER OF PARKING SPACES REQUIRING AN OUTAGE AT ANY GIVEN TIME. ROAD OUTAGE WORK

MUST BE SEQUENCED SO THAT 5 OF THE TOTAL 10 PARKING SPACES IMMEDIATELY ADJACENT to BUILDING 60 REMAIN AVAILABLE AND ACCESSIBLE AT ALL TIMES. COORDINATE THE SEQUENCE OF

PARKING OUTAGES AND GAIN APPROVAL FROM THE CONTRACTING OFFICER.

13. WORK AREA ALONG THE NORTH SIDE OF BUILDING 60 IS RESTRICTED BY THE PROXIMITY OF THE PISCATAQUA RIVER. PROVIDE WORK PLAN IDENTIFYING STAGING LAYOUT IN THIS AREA AS WELL AS WORK BEING PERFORMED FROM THE EXTERIOR/INTERIOR OF THE BUILDING. NO WORK IS PERMITTED

BELOW THE TOP OF BANK.

14. SEE SHEET C-001, NOTE 9 FOR TRAFFIC CONTROL PLAN SUBMITTAL REQUIREMENTS.

15. SEE TO SHEETS CG101 AND C-501 FOR EROSION AND SEDIMENT CONTROL REQUIREMENTS. PROVIDE ADDITIONAL EROSION AND SEDIMENT CONTROLS AROUND DOWN GRADIENT SIDE OF THE AVAILABLE

CONTRACTOR STAGING AND STORAGE AREAS.

16. MAINTAIN CLEAR PATHWAY (5' WIDE, MIN) FROM FIRE LANE TO FIRE HYDRANT'S AND PIV'S AT ALL

TIMES.

17. MAINTAIN CLEAR PATHWAY (5' WIDE, MIN) FROM FIRE LANES TO BUILDING 60 AND SURROUNDING

BUILDINGS ACCESS DOORS AT ALL TIMES.

18. SEE SPECIFICATION SECTION 01 14 00.00 22 WORK RESTRICTIONS PWD-ME FOR ADDITIONAL

INFORMATION AND TIER 1 INFRASTRUCTURE REQUIREMENTS.

KEYNOTES(THIS SHEET ONLY)

FIRE LANE - DO NOT STORE MATERIALS WITHIN THIS AREA AND COORDINATE WITH THE CONTRACTING

OFFICER FOR WORK WITHIN THIS AREA. SEE GENERAL NOTE 8.

AREA AVAILABLE FOR CONTRACTOR CONSTRUCTION STAGING AND STORAGE.

MAINTAIN PEDESTRIAN ACCESS ROUTE FREE OF OBSTRUCTIONS (5' WIDE, MIN) FROM BUILDING ACCESS

DOORS TO FIRE LANE AT ALL TIMES.

LIMIT OF PROJECT PAVEMENT REMOVAL. SEE SHEET CR101.

MAINTAIN PEDESTRIAN ACCESS ROUTE FREE OF OBSTRUCTIONS (5' WIDE, MIN) FROM OFFICE TRAILER

TO SMOKE SHELTER AND PARKING AREA.

WORK AREA FOR BUILDING 60 ENVELOPE AND EXTERIOR REPAIRS.

20'

20'

(TYP)

(TYP)

HIGHEST ANNUAL TIDE

(HAT) LINE, ELEV=5.8'

TOP OF SLOPE (SEE

GENERAL SHEET

NOTES 4, 5 AND 13)

100-YEAR FLOOD,

ELEV=9.0'

DAP

DAP

DEW

G-006

BLDG

MAINTAIN PEDESTRIAN AND VEHICULAR ACCESS ROUTE FREE OF OBSTRUCTION TO BUILDING 292

(SANITARY SEWER PUMP STATION) AND THE ADJACENT MANHOLE AT ALL TIMES THROUGHOUT

CONSTRUCTION.

BUILDING OVERHEAD DOOR ACCESS (18' HIGH x 16' WIDE).8

PROJECT SIGNAGE. COORDINATE THE EXACT LOCATION WITH CONTRACTING OFFICER.9

OFFICE

TRAILER 2

CONCRETE

PLANTER/BARRIER, TYP

WYMAN AVENUE

LOAD CENTER

4 VAULT

10 APPROXIMATE CONSTRUCTION AND STAGING AREA FOR ADJACENT CONSTRUCTION PROJECT (NOT IN CONTRACT). SEE GENERAL SHEET NOTE 2. MAINTAIN PEDESTRIAN AND VEHICULAR ACCESS ROUTE

FREE OF OBSTRUCTIONS TO THIS AREA AT ALL TIMES DURING CONSTRUCTION.

GRANITE

BLOCKS, TYP

SMOKING

SHELTER

(TYP)5

30'

LEGEND

PEDESTRIAN ACCESS ROUTE (5' WIDE, MIN)

AREA AVAILABLE FOR CONTRACTOR CONSTRUCTION STAGING

AND STORAGE

FIRE LANE (SEE GENERAL SHEET NOTE 8)

PORTION OF FIRE LANE IMPACTED BY CONSTRUCTION (SEE GENERAL

SHEET NOTE 8)

IR SOIL AREA

BUILDING 60 ENVELOPE AND EXTERIOR REPAIR WORK AREA, AND TEMPORARY

STAGING AND CONTRACTOR STORAGE. CONSTRUCTION FENCE MAXIMUM 10

FEET FROM FACE OF BUILDING WALL, UNLESS INDICATED OTHERWISE

AREA AVAILABLE FOR CONTRACTOR LONG TERM STORAGE

GENERAL SHEET NOTES

1. SEE SHEET C-001 FOR LEGEND AND ABBREVIATIONS.

2. OTHER CONSTRUCTION PROJECTS (NOT IN CONTRACT) IN THE VICINITY OF BUILDING 60 WILL BE

ONGOING CONCURRENTLY WITHIN THE BUILDING 60 CONSTRUCTION PERIOD. COORDINATE WITH

THE CONTRACTING OFFICER TO OBTAIN RECORD DRAWINGS AND CONSTRUCTION SCHEDULES.

3. VEHICLES ARE PERMITTED TO ONLY TEMPORARILY PARK IN THE DESIGNATED CONTRACTOR

CONSTRUCTION STAGING AND STORAGE AREA AND OTHER AREAS APPROVED BY THE

CONTRACTING OFFICER. THE CREW MUST PARK ELSEWHERE.

4. SOIL STOCKPILES ARE ALLOWED ONLY WITHIN THE CONTRACTOR STAGING AND STORAGE AREAS IDENTIFIED ON THIS PLAN. SOIL STOCKPILES MUST BE LOCATED AT LEAST 75 FEET FROM THE TOP

OF SLOPE AS DEFINED BY NATIONAL RESOURCE PROTECTION ACT (NRPA) REGULATIONS.

5. SOIL DISTURBANCE BEYOND WHAT IS INDICATED ON DRAWINGS IS PROHIBITED WITHIN 75 FEET OF THE TOP OF SLOPE AS DEFINED BY NATIONAL RESOURCE PROTECTION ACT (NRPA) REGULATIONS.

OFFICE TRAILER 1

(TYP)6

(OPTION 9)

#48

EXISTING FIRE HYDRANT

(SEE GENERAL SHEET

NOTE 16)

EXISTING PIV (SEE

GENERAL SHEET

NOTE 16)

EXISTING PIV (SEE

GENERAL SHEET NOTE 16)

(TYP)3

OHD

OHD OHD OHD

OHD

OHD

(LIMIT OF)

MAINTAIN ACCESS TO PARKING SPACES AT ALL TIMES THROUGHOUT CONSTRUCTION. SEE GENERAL SHEET NOTE 12 FOR ADDITIONAL PARKING SPACES REQUIRING ACCESS ADJACENT TO BUILDING 60.

APPROXIMATION LOCATION OF EXISTING WATER LINE BELOW SLAB (TIER 1 INFRASTRUCTURE).12

EW(12")

1-2 HOURS

CONSTRUCTION PERIOD

8 HOURS (OFF HOURS)

FP SHEETS

B60 FIRE ALARM SYSTEM

B60 POWER

EXISTING TRAILERS

1 AND 2 POWER

B74 DC POWER

2 WEEK (OFF HOURS)

B60 SPRINKLER SYSTEM

CONSTRUCTION PERIOD B60 STEAM/HOT

WATER SERVICE

4 MONTHS

4 MONTHS

CONSTRUCTION PERIOD

2 WEEKS

6 MONTHSG-006 TRAFFIC, FIRE DEPARTMENT

ACCESS, AND PARKING

B60 COMPRESSED AIR

SERVICE

CONSTRUCTION PERIODPD SHEETS

1 DAY (OFF HOURS) B60 STEAM/HOT

WATER SERVICE

1 WEEK (OFF HOURS)

1 MONTH

8 HOURS (OFF HOURS)

ITEM

FIRE PROTECTION

REFERENCE

DESIGNATION

FP1

A WATER

B ROAD (TRAFFIC)

PURPOSE REFERENCE

LOCATION/DRAWING

MAXIMUM PERMITTED

DURATION FOR EACH OUTAGE

ITEMS AFFECTED

BY THE OUTAGE

OUTAGE SCHEDULE

CIVIL

C1

C2

SITE WORK IN STORER STREET INCLUDES WATER SERVICE RELOCATION, CONSTRUCTION OF GENERATOR, MECHANICAL PADS, BOLLARDS, REGRADING, AND PAVING.

HYDRANT FLOW TEST

(CONSTRUCTION)

CONDUCT A HYDRANT FLOW TEST AS PART OF THE PROJECT REQUIREMENTS FOR THE SPRINKLER SYSTEMS

FP2 FIRE ALARM BUILDING 60 FIRE ALARM SYSTEM IS BEING REMOVED AND REPLACED

FP3 FIRE SPRINKLER SYSTEM

ELECTRICAL

E1 B60 POWER

B74 DC POWER PERMANENT

WATER ROAD/TRAFFIC

MECHANICAL

M1 STEAM/HOT WATER

BUILDING 62/62A WATER SERVICE WILL BE TEMPORARILY DISCONNECTED WHILE A PORTION OF BUILDING 60'S WATER SERVICE IN STORER STREET IS REROUTED AND BUILDING 62/62A SERVICE IS RECONNECTED. SEE OUTAGE SCHEDULE NOTE 13.

B62/B2A WATER

SERVICE

ARCHITECTURAL

A1 WORK ON THE EXTERIOR OF THE BUILDING INCLUDING WINDOW REPAIR, ROOFING REPLACEMENT, AND MASONRY

RESTORATION, WILL REQUIRE ACCESS FROM TURNER ST

BUILDING 60 STEAM AND HOT WATER SYSTEM ARE BEING REMOVED AND REPLACED.

A2 WORK ON THE EXTERIOR OF THE BUILDING INCLUDING WINDOW REPAIR, ROOFING REPLACEMENT, AND MASONRY

RESTORATION, WILL REQUIRE ACCESS FROM STORER ST

PLUMBING

P1 WATER SERVICE

M2

BUILDING 60 SPRINKLER SYSTEM IS BEING REMOVED AND REPLACED

SITE WORK IN TURNER STREET INCLUDES WATER SERVICE RECONSTRUCTION, REGRADING, AND PAVING.

C3 [OPTION 9]

REMOVE DC POWER CONNECTION BETWEEN BUILDINGS 60 AND 74.E2

PROVIDE TEMPORARY POWER PANELS AND TRANSFORMERS TO PROVIDE POWER NEEDED FOR CONSTRUCTION SERVICES AS WELL AS TEMPORARY POWER TO THE EXISTING TRAILERS 1 AND 2. FOR BIDDING PURPOSES, ASSUME REUSE OF EXISTING

FEEDER CONDUCTORS, FOR TEMPORARY POWER.

A3 WORK ON THE EXTERIOR OF THE BUILDING INCLUDING WINDOW REPAIR, ROOFING REPLACEMENTAND MASONRY RESTORATION

WILL REQUIRE ACCESS ON THE SOUTH SIDE OF BUILDING 60.

GENERAL

G1 PARTIAL ROAD/PARKING CONSTRUCTION LAYDOWN IN TURNER STREET DURING STRUCTURAL PILE WORK

P2

COMPRESSED AIR BUILDING 60 COMPRESSED AIR SYSTEM IS BEING REMOVED AND REPLACED.P3

E3

STEAM/HOT WATER BUILDING 60 STEAM AND HOT WATER SYSTEM ONAGE.

B60 POWER BUILDING 60 ELECTRICAL POWER SERVICE ONAGE

PARTIAL ROAD/PARKING

PARTIAL ROAD/PARKING

PARTIAL ROAD/PARKING

PARTIAL ROAD/PARKING

PARTIAL ROAD/PARKING

G-006, AE100'S,

AE200'S

B60 WATER SERVICEBUILDING 60 WATER SERVICE ONAGEWATER SERVICE

2 WEEKS (OFF HOURS)OPTION 9: SITE WORK INCLUDES RECONSTRUCTION OF ELECTRIC DUCTBANK IN TURNER STREET FROM LOAD CENTER 4 TO

BUILDING 60.

PARTIAL ROAD/PARKING

CONSTRUCTION PERIODG-006G2 PARTIAL ROAD/PARKING CONSTRUCTION LAYDOWN AREA ON EAST SIDE OF BUILDING 60

ED101, ED102,

ES101, EP501

ED102

EP102, EP501

TIER 2

TRAFFIC, FIRE DEPARTMENT

ACCESS, AND PARKING

G-006, CR101,

CS101, PD SHEETS

G-006, CR101,

CS101, CG101

TRAFFIC, FIRE DEPARTMENT

ACCESS, AND PARKING

TRAFFIC, FIRE DEPARTMENT

ACCESS, AND PARKING

TRAFFIC, FIRE DEPARTMENT

ACCESS, AND PARKING

G-006, CR101,

CS101, CG101

G-006, CR101,

CS101, C-201

TRAFFIC, FIRE DEPARTMENT

ACCESS, AND PARKING

TRAFFIC, FIRE DEPARTMENT

ACCESS, AND PARKING

PARKING

G-006, AE100'S,

AE200'S

G-006, AE100'S,

AE200'S

P SHEETS

MD SHEETS

M SHEETS

FD SHEETS

FP SHEETS

P4

PERMANENTPERMANENT OUTAGE TO UNUSED SERVICE TO B292. B292 COMPRESSED

AIR SERVICE

COMPRESSED AIR PD SHEETS

CONSTRUCTION PERIODE4 B60 EV CHARGING REPLACE BRANCH CIRCUITS FEEDING THE EXISTING EV CHARGING STATIONS. ED102, EP102 EV CHARGING STATIONS

TIER

TIER 2

TIER 2

TIER 2

TIER 2

TIER 2

TIER 2

TIER 2

TIER 2

TIER 2

TIER 2

TIER 2

TIER 2

TIER 2

TIER 2

TIER 2

TIER 2

TIER 2

TIER 2

TIER 2

TIER 2

TIER 2

TIER 2

TIER 2

B60 POWER

EXISTING TRAILERS

1 AND 2 POWER

1. OUTAGES REQUIRED BY THE SCOPE OF WORK INCLUDE, BUT ARE NOT LIMITED TO, THOSE LISTED IN THE OUTAGE SCHEDULE. OUTAGE REQUEST SUBMISSIONS, EXECUTION, AND COORDINATION PERFORMING

THE OUTAGES ARE THE RESPONSIBILITY OF THE CONTRACTOR.

2. SUBMIT A WRITTEN OUTAGE PLAN, INCLUDING SEQUENCE FOR OUTAGES AND EXPECTED DURATION OF EACH OUTAGE INCLUDING, BUT NOT LIMITED TO, THOSE LISTED IN THE OUTAGE SCHEDULE. MINIMIZE QUANTITY AND DURATION OF OUTAGES. HIGHLIGHT EACH REQUESTED OUTAGE INDIVIDUALLY ON THE 3 WEEK LOOK AHEAD SCHEDULES. AN APPROVED SCHEDULE AND OUTAGE PLAN ARE REQUIRED PRIOR TO

START OF CONSTRUCTION ACTIVITIES.

3. SCHEDULE AND COORDINATE OUTAGES WITH THE CONTRACTING OFFICER.

4. OUTAGES MAY BE SHORT DURATION, LONG DURATION, A PERMANENT REMOVAL OUTAGE, OR REQUEST

TO TURN ON/PUT EQUIPMENT INTO SERVICE (A.K.A. AN 'ONAGE').

5. PREPARE A GOVERNMENT FURNISHED OUTAGE REQUEST FORM FOR EACH OUTAGE AND SUBMIT TO THE CONTRACTING OFFICER. TIER 2 OUTAGE REQUESTS NEED TO BE SUBMITTED TO THE CONTRACTING OFFICER A MINIMUM OF THREE WEEKS AHEAD OF THE ANTICIPATED OUTAGE DATE. OUTAGES IDENTIFIED AS TIER 1 IN THE OUTAGE SCHEDULE WILL REQUIRE ADDITIONAL TIME FOR GOVERNMENT REVIEW AND

APPROVAL.

6. OUTAGES IDENTIFIED INCLUDE THE CONNECTION TO, OR REMOVAL FROM AN EXISTING UTILITY SYSTEM.

AN APPROVED OUTAGE IS REQUIRED FOR CONNECTION TO OR REMOVAL FROM EXISTING UTILITY SYSTEMS. ADDITIONAL OUTAGES MAY BE REQUIRED, DEPENDING ON THE CONTRACTOR'S SCHEDULING SEQUENCING OPERATION, WRITTEN OUTAGE PLAN, AND DIRECTIONS FROM THE CONTRACTING OFFICER, AND THE REQUIREMENTS OF SHIPYARD ACTIVITIES SUPPORTED BY BUILDING 60 UTILITIES.

7. MULTIPLE OUTAGES MAY BE REQUIRED FOR EACH PURPOSE AND/OR WORK ITEM. FOR BIDDING PURPOSES ONLY. MULTIPLE OUTAGES OF THE SAME ITEM MUST BE SEPARATED BY 24 HOURS (MINIMUM).

8. THE MAXIMUM PERMITTED DURATION OF EACH OUTAGE IN THE OUTAGE SCHEDULE IS FOR BIDDING

PURPOSES ONLY. THE EXACT OUTAGE DURATION LIMITATIONS WILL BE DETERMINED BY THE

CONTRACTING OFFICER.

9. MAJOR SYSTEMS AND FACILITIES AFFECTED BY OUTAGES ARE LISTED IN THE OUTAGE SCHEDULE. THE CONTRACTOR MUST CONFIRM SPECIFICS WITH THE CONTRACTING OFFICER PRIOR TO REQUESTING EACH

OUTAGE.

10. AS PART OF EACH OUTAGE REQUEST, INCLUDE REQUESTED GOVERNMENT SUPPORT, REQUIRED GOVERNMENT ESCORTS, TECHNICAL STAFF, SECURITY STAFF, AND SYSTEM OPERATION, TESTING, OR

RESTART SUPPORT ANTICIPATED.

11. PROVIDE TEMPORARY SERVICES FOR UTILITIES AFFECTED BY OUTAGES IF THE DESIRED WORK INCLUDED IN THE OUTAGE REQUEST CANNOT BE COMPLETED WITHIN THE MAXIMUM OUTAGE DURATION LISTED AND WHERE SPECIFICALLY INDICATED. PROVIDE TEMPORARY SERVICE/UTILITIES THAT MEET OR EXCEED THE EXISTING SYSTEM'S CAPACITIES. INCLUDE SPECIFIC NARRATIVE DISCUSSION OF THE DESIRED WORK, GOVERNMENT SUPPORT, THE SYSTEMS IMPACTED BY THE OUTAGE, AND A DETAIL DESCRIPTION FOR THE TEMPORARY SERVICE/UTILITY PROVISIONS PROPOSED AS PART OF THE OUTAGE

REQUEST. INCLUDE NARRATIVE DISCUSSION OF TRANSITIONS FROM EXISTING SERVICE(S) TO

TEMPORARY SERVICE(S) AND RETURN TO EXISTING/INSTALLED SERVICE(S) AS PART OF OUTAGE

REQUEST.

12. PRIOR TO EACH OUTAGE, CONDUCT ON-SITE PRE-OUTAGE MEETINGS WITH THE GOVERNMENT AND TRADE TECHNICIANS TO REVIEW THE DETAILS OF THE REQUESTED OUTAGE. THESE MEETINGS ARE A PREREQUISITE FOR APPROVING THE OUTAGE REQUESTS. STATE PROPOSED MEETING DATE/TIME IN EACH OUTAGE REQUEST. FINAL PRE-OUTAGE MEETING DATES AND TIMES WILL BE DETERMINED BY THE

CONTRACTING OFFICER.

13. DURING WATER OUTAGES AT BUILDING 60 PROVIDE ELECTRIC WATER COOLER/BUBBLER WITH HOT AND COLD WATER SERVICE AT BUILDING 62A. COORDINATE LOCATION AND FREQUENCY OF REPLACEMENT

WATER BOTTLE DELIVERIES WITH THE CONTRACTING OFFICER.

14. STEAM UTILITY OUTAGES MUST OCCUR DURING NON-HEATING SEASON (PROHIBITED SHUTDOWN

NOVEMBER THROUGH MARCH).

(SHEETS G-008 AND G-009)

(SHEETS G-008 AND G-009)

1. THIS OUTAGE SCHEDULE IS AN OVERVIEW OF THE POTENTIAL OUTAGES REQUIRED AND DOES NO REPRESENT A FULL LIST OF REQUIRED OUTAGES. SEE CONSTRUCTION SCHEDULE STRATEGY (SHEET G-007) FOR ADDITIONAL INFORMATION. CONTRACTOR MUST COORDINATE THE FINAL NUMBER OF

OUTAGES, THE CONSTRUCTION SCHEDULE, AND CONSTRUCTION SEQUENCING PLAN WITH THE

GOVERNMENT. SEE SPECIFICATION SECTION 01 14 00.00 22 FOR ADDITIONAL INFORMATION.

SATISFACTORY TO DATE

APPROVED

FOR COMMANDER NAVFAC

SEAL

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SHEET

NAVFAC DRAWING NO.

DESIGNER

DRAWN BY

CHECKED BY

OF

EPROJECT NO.:

D E

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DRAWFORM REVISION: 14 SEP 2023

DESIGN MANAGER

PROJECT MANAGER

FEAD/PM&E

FIRE PROTECTION

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ITEMREFERENCE

DESIGNATION

PURPOSE LOCATION/

DRAWING

MAXIMUM PERMITTED

DURATION FOR EACH OUTAGE

ITEMS AFFECTED

BY THE OUTAGE

OUTAGE SCHEDULE CONTINUED

TELECOMMUNICATIONS

CONSTRUCTION PERIODT1 COMMUNICATIONS BUILDING 60 COMMUNICATIONS NETWORKS (NETWORK N AND P) WILL BE MODIFIED AS PART OF THE BUILDING RENOVATIONS. ED101, ED102, ET101, ET102, ES101, ET501

B60 COMMUNICATIONS

NETWORKS N AND P

CONSTRUCTION PERIODT2 TELEPHONES BUILDING 60 TELEPHONE DISTRIBUTION WILL BE MODIFIED AS PART OF THE BUILDING RENOVATIONS. ED101, ED102, ET101, ET102, ES101, ET501

B60 TELEPHONE SERVICE

EXISTING TRAILER 2

TELEPHONE SERVICE

TIER

TIER 2

TIER 2

1. SEE SHEET G-008 FOR GENERAL NOTE AND OUTAGE SCHEDULE NOTES.

SATISFACTORY TO DATE

APPROVED

FOR COMMANDER NAVFAC

SEAL

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SHEET

NAVFAC DRAWING NO.

DESIGNER

DRAWN BY

CHECKED BY

OF

EPROJECT NO.:

D E

P A

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DRAWFORM REVISION: 14 SEP 2023

DESIGN MANAGER

PROJECT MANAGER

FEAD/PM&E

FIRE PROTECTION

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1/

R

S H

/2

/2

:5

:2

P

M

C U s e rs \m d o n o v a n \D o c u m e n ts \2

.2

B L

D G

A

R C

H

IT

E C

T U

R A

L -V m d o n o v a n

V F

X R

.r v t

G-009

B

R

E P

A

IR

S

O U

T A

G E

S C

H E

D U

L E

C O

N T

IN

U

E D

RSH

JMR

MJD

K

IT

T E

R Y

M

E P

O R

T S

M O

U T

H N

A V

A L S

H

IP

Y A

R D

R O

IC

C

-M E

G -0

GENERAL NOTES

R S

H

/2 7/

A M

E N

D M

E N

T gjknp e6 e7 e8 e9 e10 e12 mo hi e11 l

A A

A A

5' - 0"

3 (TYP)

i.1 g.1

8.3

7.1

J.2

EXIST LEDGE

ELEV=9.20'±

EXIST LEDGE

ELEV=9.20'±

EXIST LEDGE

ELEV=8.90'±

EXIST LEDGE

ELEV=7.10'±

EXIST LEDGE

ELEV=6.60'±

EXIST LEDGE

ELEV=6.20'±

EXIST LEDGE

ELEV=6.90'±

C1

SB501

(13.38'±)

(13.38'±)

(10.30'±)

(10.30'±)

REFER TO GENERAL

NOTES 1 AND 2

12' - 7 1/4" ±

8'

3/

4"

/4

" 5

7.8

J.1

8.1

5.8

(TYP OF 6)

CJ

CJ

SLOPE

16.91'17.00'

(10.30')

10 (SIM)

e6 e7 e8 hi

8.3

7.1

J.2

7.8

C J

C J

C J

C J

CJ

CJ

CJ

CJ

CJ

CJ

C J

HSS COLUMN

(TYP OF 4)

(TYP)

J.1

8.1

CJ

C J

E J

E J

EJ

LEGEND

TIER 1

INFRASTRUCTURE

WORK AREA

SATISFACTORY TO DATE

APPROVED

FOR COMMANDER NAVFAC

SEAL

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SHEET

NAVFAC DRAWING NO.

DESIGNER

DRAWN BY

CHECKED BY

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 14 SEP 2023

DESIGN MANAGER

PROJECT MANAGER

FEAD/PM&E

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

T

IC

P O

R T

S M

O U

T H

N A

V A

L S

H

IP

Y A

R D

K

IT

T

E R

Y M

E

UNCLASSIFIED

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

ACTIVITY

1740579

T. CARLETON

L. LYONS

S. RUCINSKI

/2

/2

:4

:2

P

M

C U s e rs \m d o n o v a n \D o c u m e n ts \2

.2

B L D

G

S T

R U

C T

U R

A L

-V m d o n o v a n

V F

X R

.r v t

SB101

B R

E P

A

IR

S

F O

U N

D A

T

IO

N P

A R

T P

L A

N

E A

S T

DNM

WFG

MJC

K

IT

T E

R Y

,M A

IN

E

P O

R T

S M

O U

T H

N A

V A

L S

H

IP

Y A

R D

R O

IC

C

-M E

S B

SCALE: 1/8" = 1'-0"

A1

FOUNDATION PART PLAN - EAST

MATCH LINE

PLAN

NORTH

PLAN

NORTH

1/8" = 1' - 0" 0 5' 10' 15' 30'

GENERAL NOTES

GRAPHIC SCALE(S)

KEY PLAN

1'-0"x2'-0" CONTINUOUS REINFORCED CONCRETE FOOTING.

8" REINFORCED CONCRETE FOUNDATION WALL.

6" REINFORCED CONCRETE STOOP SLAB WITH BROOM FINISH.

5" REINFORCED CONCRETE SLAB-ON-GROUND. DOWEL TO

ADJACENT EXISTING SLAB. SEE DETAIL C4/SB502.

1'-6"x1'-6" REINFORCED CONCRETE PIER. TOP OF PIER

ELEVATION = 9.63'. SEE DETAIL C4/SB502.

3'-0"x3'-0"x1'-0" REINFORCED CONCRETE FOOTING ON LEVELING

PAD. BOTTOM OF FOOTING ELEVATION = 7.30'. SEE DETAIL

C4/SB502.

SAWCUT CONTROL JOINT. SEE DETAIL A3/SB501.

NON-SHRINK GROUT PAD FOR FIRE PUMP MEZZANINE STEEL

BEAMS. SEE DETAIL B3/SB501.

OPTION 7: PATCH SPALLING CONCRETE. SEE DETAIL B2/SB502.

OPTION 7: REPAIR BUTTRESS END OF WALL. SEE DETAIL

A5/SB503.

(2) DIAGONAL #5S, 3'-0" LONG, SPACED 4" ON-CENTER AND

LOCATED 4" FROM CORNER.

OPTION 7: PATCH SPALLING CONCRETE. SEE DETAIL A3/SB502.

1. REFER TO SHEET CS101 FOR NEW WATER LINE ENTRANCE THROUGH

EXISTING FOUNDATION WALL (ABOVE EXISTING SLAB ELEVATION).

2. REFER TO ELECTRICAL DRAWINGS FOR NEW POWER LINE THROUGH

EXISTING FOUNDATION WALL FOR GENERATOR.

3. EXISTING LEDGE ELEVATIONS ARE APPROXIMATE AND ARE BASED ON

EXISTING REFERENCE DRAWING 60-51-42.

SCALE: 1/8" = 1'-0"

A3

CONTROL JOINT PLAN

PLAN

NORTH

EXISTING REINFORCED CONCRETE FOUNDATION WALL.

EXISTING REINFORCED CONCRETE BUTTRESS WALL.

EXISTING REINFORCED CONCRETE PIER.

EXISTING 5"± THICK REINFORCED CONCRETE SLAB-ON-GROUND.

EXISTING REINFORCED CONCRETE CONTINUOUS FOOTING.

EXISTING REINFORCED CONCRETE EQUIPMENT PAD.

EXISTING REINFORCED CONCRETE STOOP PAD.

EXISTING STORM DRAIN LINE BELOW SLAB. SEE CIVIL DRAWINGS.

EXISTING WATER LINE BELOW SLAB (TIER 1 INFRASTRUCTURE 3-

FEET EITHER SIDE OF WATER LINE). SEE CIVIL DRAWINGS.

EXISTING STEEL FRAMED STAIRS AND RAILING.

EXISTING KEYNOTES (THIS SHEET ONLY)

KEYNOTES (THIS SHEET ONLY)

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

F

IN

A L

S U

B M

IS

S

IO

N

/0

1/

A

M E

N D

M E

N T

/2

7/ e1 abcdefgjkn e4 e2 e3 e3 p e6 e7 mo hil

A A

A A

UP

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

2(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

(TYP)

2 2

4.2

5.6 i.1 g.1 f.1

(TYP)

2.1

2.5

2.8 n.9 k.9 k.1

CJ

C J

C J

C

JCJ

C J

C J

C J

EXIST LEDGE

ELEV=8.30'±

EXIST LEDGE

ELEV=8.30'±

EXIST LEDGE

ELEV=8.30'±

EXIST LEDGE

ELEV=6.90'±

EXIST LEDGE

ELEV=6.20'±EXIST LEDGE

ELEV=4.60'±

EXIST LEDGE

ELEV=4.40'±

EXIST LEDGE

ELEV=-5.10'±

EXIST LEDGE

ELEV=-0.50'±

EXIST LEDGE

ELEV=-1.90'± EXIST LEDGE

ELEV=-0.30'±

EXIST LEDGE

ELEV=7.10'±

55 6 6

EXIST LEDGE

ELEV=9.20'±

EXIST LEDGE

ELEV=7.50'±

EXIST LEDGE

ELEV= -2.20'±

(TYP)

CJ

CJ

CJ

CJ

CJ

C J

C J

C J

CJ

C J

CJ

C J

C J

C J

C J

C J

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

2.4

3.5 n.5 k.5

5.8

13' - 0"

1' - 6"

(TYP)

CJ

C J

(SIM)

3'

6"

(TYP)

(TYP)

CJ

CJ

CJ

CJ

C J

C J

C J

CJ

CJ

CJ

C J

SB401

B1

UP

A5

SB502

CJ

CJ

CJ

C J

C J

CJ

C J

24' - 9 5/8" 14' - 0"

9'

8"

(TYP)

C J

C J

(TYP)

EXIST LEDGE

ELEV=6.20'±

EXIST LEDGE

ELEV=8.10'±

12' - 0" 6' - 2" 4' - 4 1/4" 14' - 9 3/4"

7'

2"

(TYP) 8

CJ

CJ

CJ

CONDUIT BELOW

(SEE A5/SB502, SIM)

EJ EJ

E J

C J

EJ EJ

C J

CJ

C J

EJ

EJEJ

E J

E J

E J

EJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

C J

C J

C J

C J

C J

C J

C J

(TYP)

(TYP)

1'

6"

6"

17' - 0" 1' - 6"

CJ

CJ

CJ

CJ

CJ

C J

C J

CJ

CJ CJ

TIER 1

INFRASTRUCTURE

WORK AREA

SATISFACTORY TO DATE

APPROVED

FOR COMMANDER NAVFAC

SEAL

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SHEET

NAVFAC DRAWING NO.

DESIGNER

DRAWN BY

CHECKED BY

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

DRAWFORM REVISION: 14 SEP 2023

DESIGN MANAGER

PROJECT MANAGER

FEAD/PM&E

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

M

ID

-A T

LA

N

T

IC

P O

R T

S M

O U

T H

N A

V A

L S

H

IP

Y A

R D

K

IT

T

E R

Y M

E

UNCLASSIFIED

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

ACTIVITY

1740579

T. CARLETON

L. LYONS

S. RUCINSKI

/2

/2

:4

:2

P

M

C U s e rs \m d o n o v a n \D o c u m e n ts \2

.2

B L D

G

S T

R U

C T

U R

A L

-V m d o n o v a n

V F

X R

.r v t

SB102

B R

E P

A

IR

S

F O

U N

D A

T

IO

N P

A R

T P

L A

N

W E

S T

DNM

WFG

MJC

K

IT

T E

R Y

,M A

IN

E

P O

R T

S M

O U

T H

N A

V A

L S

H

IP

Y A

R D

R O

IC

C

-M E

S B

MATCH LINE

PLAN

NORTH

KEYNOTES

PLAN

NORTH

1/8" = 1' - 0" 0 5' 10' 15' 30'

GRAPHIC SCALE(S)

KEY PLAN

INFILL EXISTING TRENCH WITH CONCRETE. SEE DETAIL C3/SB501.

INFILL EXISTING EQUIPMENT PIT WITH CONCRETE. SEE DETAIL

B4/SB502.

INTERIOR BOLLARD. SEE DETAIL B5/SB502.

2-1/2" x 3/16" BANDED EDGE GALVANIZED STEEL GRATING. SEE

DETAIL C4/SB503.

7-1/2" THICK REINFORCED CONCRETE SLAB-ON-GROUND. SEE

DETAIL A4/SB501.

SAWCUT CONTROL JOINT. SEE DETAIL A4/SB501.

2'-0"x2'-0"x2'-0" ELEVATOR SUMP PIT. SEE DETAIL C2/SB502.

8" REINFORCED CONCRETE FOUNDATION WALL. SEE DETAIL

C1/SB502.

REINFORCED CONCRETE BULKHEAD. SEE DETAIL C4/SB501.

SCALE: 1/8" = 1'-0"

B1

FOUNDATION PART PLAN - WEST

(2) DIAGONAL #5S, 3'-0" LONG, SPACED 4" ON-CENTER AND

LOCATED 4" FROM CORNER.

1'-6"x1'-6" REINFORCED CONCRETE PIER. TOP OF PIER

ELEVATION = 9.63'. SEE DETAIL C4/SB502 (SIMILAR).

REINFORCED CONCRETE FOOTING. BOTTOM OF FOOTING

ELEVATION = 7.00'.

ELEVATOR PIT LADDER. SEE DETAIL A1/SB501.

HOUSEKEEPING PAD. SEE DETAIL B4/SB501. COORDINATE

EXACT SIZE WITH ELECTRICAL DRAWINGS.

FLOOR DRAIN.

EXISTING REINFORCED CONCRETE FOUNDATION

WALL.

EXISTING REINFORCED CONCRETE PIER.

EXISTING 6"± THICK REINFORCED CONCRETE

SLAB-ON-GROUND WITH 1-1/2"± CONCRETE

TOPPING SLAB.

EXISTING CONCRETE PIT SUPPORTING EXISTING

EQUIPMENT. DEPTH OF PIT INDICATED ON

SHEET SD102.

EXISTING REINFORCED CONCRETE JIB CRANE

FOUNDATION.

EXISTING 7-1/2"± THICK REINFORCED CONCRETE

SLAB-ON-GROUND.

EXISTING 6"± THICK REINFORCED CONCRETE

SLAB-ON-GROUND AND 1-1/2"± THICK WOOD

PLANK FLOOR BOARDS.

1. TOP OF EXISTING AND NEW SLAB-ON-GROUND ELEVATION

= 10.30'±.

2. REFER TO SHEET SB401 FOR PILE AND PILE CAP LAYOUT.

3. EXISTING LEDGE ELEVATIONS ARE APPROXIMATE AND

ARE BASED ON EXISTING REFERENCE DRAWING 60-02-2.

GENERAL NOTES

LEGEND

EXISTING STEEL CHANNEL STAIR STRINGERS

AND CONCRETE FILLED METAL PAN STAIR

TREADS.

EXISTING W6± STEEL COLUMN SUPPORTING

EXISTING STAIRS OR MEZZANINE.

EXISTING HSS STEEL COLUMN SUPPORTING

EXISTING STAIRS OR MEZZANINE.

EXISTING STORM DRAIN LINE BELOW SLAB.

(TIER 1 INFRASTRUCTURE 3-FEET EITHER SIDE

OF WATER LINE). SEE CIVIL DRAWINGS.

EXISTING WATER LINE BELOW SLAB. SEE CIVIL

DRAWINGS.

EXISTING 4'-0"x4'-0"x1'-0"± REINFORCED

CONCRETE FOOTING.

EXISTING 2'-0"x4'-0"x1'-0"± REINFORCED

CONCRETE FOOTING.

(THIS SHEET ONLY)

EXISTING KEYNOTES (THIS SHEET ONLY)

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

F

IN

A L

S U

B M

IS

S

IO

N

/0

1/

A

M E

N D

M E

N T

/2

7/

G-009