Amendment 0002 - 666-17-104_02_Phasing.pdf

FORT RD (T-337)

FREEDOM LANE

FREEDOM LANE

FREEDOM LANE

COAST GUARD LN.

ARMY LN.

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NAVY LN.

71N

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QUARTERS RD.

FORT RD (T-337)

QUARTERS RD.

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AIR FORCE LN.

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COAST GUARD LANE

PARKING LOT 10

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PARKING LOT 7

PARKING LOT 6

PARKING LOT 15

PARKING LOT 1

PARKING LOT 22

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LOT 16

PARKING LOT 12

PARKING

LOT 13

PARKING

LOT 20

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CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

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T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

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CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

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T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

SCALE: 1"=250'

500'250'0'

SITE SYMBOLS - PHASING

PHASE 1

PHASE 2

PHASE 3

GENERAL PHASING NOTES

1. THE CONTRACTOR SHALL BE AWARE THAT THE CAMPUS IS A

FUNCTIONING HOSPITAL AND SHALL WORK WITH THE VA AND COR

THROUGHOUT CONSTRUCTION TO ENSURE THAT THE CAMPUS IS

ABLE TO FUNCTION AS INTENDED. THE CONTRACTOR MUST

NOTIFY THE COR BEFORE CLOSURE OF ANY PARKING LOTS,

ROADS, DRIVEWAYS AND SIDEWALKS. FULL CLOSURES OF

ROADWAYS WILL NOT BE PERMITTED, UNLESS OTHERWISE

APPROVED BY THE COR. CONSTRUCTION SEQUENCING SHALL BE

COORDINATED AND APPROVED BY THE COR.

2. CONTRACTOR STAGING FOR ALL PHASES SHALL BE LOCATED

EAST OF BUILDING 31. THE LOCATION IS SHOWN ON EROSION

AND SEDIMENTATION CONTROL PLANS,HOWEVER THE EXACT

LOCATION AND EXTENT SHALL BE COORDINATED WITH THE COR

PRIOR TO CONSTRUCTION.

3. DAILY ACCESS TO THE WATER TOWER (107) IS REQUIRED. AT A

MINIMUM, GRAVEL ACCESS SHALL BE MAINTAINED THROUGHOUT

THE DURATION OF CONSTRUCTION FOR ALL PHASES.

4. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TRAFFIC

CONTROL STRUCTURES AND PERSONNEL REQUIRED FOR LANE

OR SIDEWALK CLOSURES. LOCATION OF SUCH TRAFFIC CONTROL

DEVICES SHALL BE COORDINATED WITH THE COR BEFORE

CLOSURE. OVERNIGHT CLOSURES REQUIRE SIGNS WITH

FLASHING LIGHTS. ALL TRAFFIC CONTROL SHALL BE PROVIDED

PER WYOMING DOT REQUIREMENTS AND APPROVED PER VA.

5. CONTRACTOR SHALL COORDINATE TRASH PICKUP AND LAUNDRY

ROUTES WITH THE COR PRIOR TO THE START OF EACH PHASE.

6. SUB PHASES WITHIN EACH PHASE SHALL BE APPROVED BY THE

COR PRIOR TO CONSTRUCTION.

7. COAST GUARD LANE AND ALL CORE BUILDINGS (SUCH AS

BUILDINGS 3,4,5,6,7,8,9,61,71,71N,86,87) SHALL HAVE FIRE AND

AMBULANCE ACCESS AT ALL TIMES DURING CONSTRUCTION.

COORDINATE WITH COR FOR ACCEPTABLE ROUTES.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TYING THE ENDS

OF EACH PHASE AND/OR DEDUCT BACK TO EXISTING CONDITIONS

HORIZONTALLY & VERTICALLY TO ENSURE A SAFE TRANSITION

BETWEEN PHASES. BEFORE COMPLETION OF EACH PHASE THE

CONTRACTOR SHALL OBTAIN APPROVAL FROM THE COR AND

COMPLETE ANY REQUIRED TRANSITION WORK.

9. THE CONTRACTOR SHALL PROVIDE THE COR WITH A SITE SAFETY

PLAN PRIOR TO CONSTRUCTION.

PHASE 1 NOTES

1. THE CONTRACTOR SHALL ENSURE ACCESS TO THE QUARTERS IS

PROVIDED FOR RESIDENTS AT ALL TIMES. ANY PARTIAL CLOSURE

SHALL BE COORDINATED WITH THE COR. TEMPORARY PARKING

MAY NEED TO BE PROVIDED.

2. THE CONTRACTOR SHALL ENSURE ACCESS TO THE WATER

TOWER (107) IS PROVIDED.

3. SEQUENCING AND CONSTRUCTION OF PARKING LOT 16 AND

INDEPENDENCE LANE SHALL BE COORDINATED WITH THE COR.

PHASE 2 NOTES

1. DURING CONSTRUCTION OF PARKING LOT 12, AT LEAST 5

TEMPORARY ADA SPACES SHALL BE PROVIDED FOR PATIENTS AS

WELL AS ACCESS TO THE EMERGENCY ENTRANCE LOCATED

EAST OF BUILDING 71N. THE RELOCATION OF ADA SPACES SHALL

BE COORDINATED WITH THE COR PRIOR TO CONSTRUCTION OF

THE LOT.

2. HOSPITAL ACCESS TO BUILDING 71N IS REQUIRED AT ALL TIMES.

CONTRACTOR SHALL COORDINATE WORK WITH COR.

3. COORDINATE WITH COR AND ENGINEER DUE TO POSSIBLE

CHANGES BETWEEN DESIGN AND CONSTRUCTION TIME FOR THE

NAVY LANE EMERGENCY ACCESS ROAD AND LOOP.

PHASE 3 NOTES

1. THE CONTRACTOR SHALL ENSURE AT LEAST ONE LANE IS OPEN

AT ALL TIMES DURING CONSTRUCTION ALONG FORT ROAD. ALL

TRAFFIC CONTROL SHALL BE PROVIDED PER WYDOT

REQUIREMENTS.

GENERAL BID DEDUCT NOTES

1. THE CONTRACTOR SHALL BID THE PROJECT ACCORDING TO PHASE. THE BASE BID SHALL INCLUDE ALL

IMPROVEMENTS WITHIN THE PHASE. EACH LISTED BID DEDUCT SHALL BE ITEMIZED INDIVIDUALLY, IN

ADDITION TO THE BASE BID.

2. ALL CONSTRUCTION DOCUMENTS, INCLUDING PLANS AND SPECIFICATIONS, WERE COMPLETED

ASSUMING ALL IMPROVEMENTS ARE TO BE CONSTRUCTED. IF DEDUCTS OCCUR, THE CONTRACTOR IS

RESPONSIBLE FOR COORDINATING WITH THE COR THE TIE IN LOCATIONS, HORIZONTALLY & VERTICALLY, OF THE DEDUCTS WITH THE PROPOSED IMPROVEMENTS AND EXISTING FEATURES.

3. THE VA RESERVES THE RIGHT TO ADJUST BEGINNING AND END LOCATIONS OF DEDUCTS AS NECESSARY

TO ENSURE PROPER TIE IN AND ADJUSTMENTS TO PROPOSED IMPROVEMENTS ASSOCIATED WITH THIS

PROJECT, AS IMPROVEMENTS FROM A DIFFERENT PROJECT THAT MAY BE OCCURRING AT THE TIME OF

CONSTRUCTION. COORDINATION WITH THE COR IS REQUIRED.

PHASE 1 DEDUCT NOTES

1. DEDUCT 1.1 REMOVES WORK ASSOCIATED WITH THE ROADWAY AND PARKING IMPROVEMENTS BEHIND

BUILDING 1, INCLUDING ALL IMPROVEMENTS EAST OF THE DEDUCT LINE SHOWN ON THE PLANS. THE

DEDUCT INCLUDES ALL DEMOLITION, PAVEMENT, DUMPSTER PADS, CURBING, UTILITY, LANDSCAPING

AND LIGHTING IMPROVEMENTS. THE CONTRACTOR SHALL COORDINATE WITH THE COR TO DETERMINE

TIE IN LOCATIONS OF PROPOSED IMPROVEMENTS ALONG FREEDOM LANE AND NEAR PARKING LOT 1.

2. DEDUCT 1.2 REMOVES WORK ASSOCIATED WITH THE LIGHTING IMPROVEMENTS ALONG QUARTERS ROAD

AT STATION 199+39. THE DEDUCT INCLUDES THE LIGHT POLE (1), FOUNDATION AND ALL ASSOCIATED

ELECTRICAL IMPROVEMENTS INCLUDING THE APPROX 100 LF OF ELECTRICAL WIRE.

3. DEDUCT 1.3 REMOVES WORK ASSOCIATED WITH THE LANDSCAPE IMPROVEMENTS ALONG AREAS OF

FREEDOM LANE AND INDEPENDENCE LANE. THE DEDUCT DOES NOT INCLUDE THE REMOVAL OF THE

EXISTING TREES, WHICH SHALL REMAIN INCLUDED IN THE BASE BID AND COMPLETED REGARDLESS OF

THE REMOVAL OF DEDUCT 1.3. THE DEDUCT INCLUDES THE INSTALLATION OF SEVEN (7) TREES ALONG

THE EAST SIDE OF INDEPENDENCE LANE, IN FRONT OF BUILDINGS 9 AND 71, AS WELL AS THREE (3)

TREES ALONG THE WEST SIDE OF FREEDOM LANE, IN FRONT OF BUILDINGS 71 AND 71N.

4. DEDUCT 1.4 REMOVES WORK ASSOCIATED WITH THE IMPROVEMENTS TO PARKING LOT 16. THE DEDUCT

INCLUDES THE MILL AND OVERLAY OF THE LOT, CONCRETE REPAIR WORK AND CONCRETE CURB AND

GUTTER REPLACEMENT ALONG THE NORTHWEST SIDE OF THE PARKING LOT. THE CONTRACTOR SHALL

NOT INCLUDE THE PAINT STRIPING WITHIN THE DEDUCT. IF DEDUCT 1.4 IS REMOVED FROM PROJECT

SCOPE THE CONTRACTOR SHALL RESTRIPE EXISTING SPACES, AS CURRENTLY STRIPED. THE

CONTRACTOR SHALL COORDINATE WITH THE COR TO DETERMINE TIE IN LOCATIONS OF PROPOSED

IMPROVEMENTS ALONG INDEPENDENCE LANE.

5. DEDUCT 1.5 REMOVES WORK ASSOCIATED WITH THE RECONSTRUCTION OF PARKING LOT 9, ALONG

FREEDOM LANE. THE DEDUCT INCLUDES ALL DEMOLITION, PAVEMENT, CURBING, SIGNAGE, SIDEWALK, AND RAMP CONSTRUCTION. THE CONCRETE VALLEY GUTTER LOCATED BETWEEN THE LOT AND

FREEDOM LANE SHALL BE INSTALLED AND TIED TO THE EXISTING PAVEMENT IN LOT 9 IF SELECTED AS A

DEDUCT. EXISTING PAVEMENT AND CONCRETE SIDEWALK MAY HAVE TO BE ADJUSTED TO ENSURE

POSITIVE DRAINAGE & PROPER TIE-IN TO EXISTING FEATURES.

6. DEDUCT 1.6 REMOVES WORK ASSOCIATED WITH THE RECONSTRUCTION OF PARKING LOT 14, ALONG

FREEDOM LANE. THE DEDUCT INCLUDES ALL DEMOLITION, PAVEMENT, CURBING, AND RAMP

CONSTRUCTION IMPROVEMENTS ALONG WITH ANY UTILITY ADJUSTMENTS. THE CONTRACTOR SHALL

NOT INCLUDE THE PAINT STRIPING WITHIN THE DEDUCT. IF DEDUCT 1.6 IS REMOVED FROM PROJECT

SCOPE THE CONTRACTOR SHALL RESTRIPE EXISTING SPACES, AS CURRENTLY STRIPED. THE

CONTRACTOR SHALL COORDINATE WITH THE COR TO DETERMINE TIE IN LOCATIONS OF PROPOSED

IMPROVEMENTS ALONG FREEDOM LANE.

PHASE 2 DEDUCT NOTES

1. DEDUCT 2.1 INCLUDES INSTALLING GRAVEL SURFACE IN REPLACEMENT OF ASPHALT SURFACE BETWEEN

BUILDINGS 41& 42, AS SHOWN ON THE PLAN. PROPOSED GRAVEL SHALL BEGIN AT THE EXISTING EDGE OF

PAVEMENT NOT AT THE DEDUCT LINE SHOWN ON THE PLAN. IF THIS DEDUCT IS SELECTED THE

PROPOSED PAVEMENT ASSOCIATED WITH COAST GUARD LANE WILL STOP AT THE BID DEDUCT LINE.

REFER TO BID DEDUCT PLAN FOR ADDITIONAL DETAIL.

2. DEDUCT 2.2 REMOVES THE TWO NORTHERNMOST LIGHT FIXTURES, BASES, AND ASSOCIATED

ELECTRICAL BETWEEN BUILDINGS 41 & 42. THIS DEDUCT DOES NOT INCLUDE THE LIGHT FIXTURE AND

ASSOCIATED ELECTRICAL FOR THE LIGHT NORTH OF BUILDING 42. SEE BID DEDUCT PLAN FOR MORE

DETAIL.

3. DEDUCT 2.3 REMOVES THE INSTALLATION OF THE SIDEWALK RUNNING EAST/WEST ALONG AIR FORCE

LANE TO ARMY LANE, BEGINNING AT THE SOUTHEAST END OF PARKING LOT 4 (STA 70+89 TO 81+88). THE

DEDUCT DOES NOT INCLUDE THE CONCRETE PAVEMENT IMPROVEMENTS TO PARKING LOT 17. IF DEDUCT

2.3 IS REMOVED FROM SCOPE THEN CONCRETE SIDEWALK NEAR BUILDING 113 SHALL BE ADJUSTED AS

NECESSARY TO MATCH THE PROPOSED CURB. IF DEDUCT 2.3 IS REMOVED, THE CROSSWALK SHOW AT

THE SOUTH END OF PARKING LOT 4 (STA 0+65 ) SHALL NOT BE INSTALLED.

4. DEDUCT 2.4 REMOVES WORK ASSOCIATED WITH THE IMPROVEMENTS TO PARKING LOT 10. THE DEDUCT

INCLUDES THE MILL AND OVERLAY OF THE LOT, IMPROVEMENTS TO CURBING, AND THE REPLACEMENT

OF INLET 50B GRATE. THE CONTRACTOR SHALL NOT INCLUDE THE PAINT STRIPING WITHIN THE DEDUCT.

IF DEDUCT 2.4 IS REMOVED FROM PROJECT SCOPE THE CONTRACTOR SHALL RE-STRIPE EXISTING

SPACES, AS CURRENTLY STRIPED.

5. DEDUCT 2.5 REMOVES WORK ASSOCIATED WITH THE EMERGENCY ACCESS PORTION OF NAVY LANE, LOCATED OFF FREEDOM LANE, EXTENDING BEHIND BUILDING 64, INCLUDING THE TURNAROUND LOOP.

THE DEDUCT INCLUDES ALL DEMOLITION, PAVEMENT, CURBING, SIDEWALKS, SIGNAGE AND STORM AND

UTILITY IMPROVEMENTS, INCLUDING LIGHTING AND ALL ASSOCIATED ELECTRICAL. THE NORTHERN END

OF THE DEDUCT SHALL TIE TO THE EXISTING GUTTER (APPROX STA 2+25) AND THE SOUTH RADIUS OF

THE NAVY LANE PARKING LOT SHALL TIE TO EXISTING CURB AFTER THE PC (APPROX STA 95+40). THE

SOUTHERN END OF THE DEDUCT SHALL BEGIN AFTER THE INTERSECTION WITH THE PARKING LOT

BEHIND BUILDING 27(APPROX STA 90+75). THE COR SHALL HAVE FINAL DETERMINATION ON THE EXTENT

OF THE DEDUCT BEGINNING AND END TO ENSURE PROPER TIE IN TO THE NAVY LANE IMPROVEMENTS AS

WELL AS THE DRIVEWAY IMPROVEMENTS TO THE PARKING LOT LOCATED BEHIND BUILDING 27.

6. DEDUCT 2.6 REMOVES WORK ASSOCIATED WITH PARKING LOT 17, LOCATED ALONG AIR FORCE LANE

NEAR STATION 72+00. THE DEDUCT INCLUDES DEMOLITION, PAVEMENT, AND SIGNAGE.

7. DEDUCT 2.7 REMOVES WORK ASSOCIATED WITH PARKING LOT 13. THE DEDUCT INCLUDES DEMOLITION, CURBING AND STRIPING WEST OF THE VALLEY GUTTER BETWEEN THE LOT AND AIR FORCE LANE. IF

SELECTED AS A DEDUCT THE VALLEY GUTTER BETWEEN AIR FORCE LANE AND THE LOT SHALL BE TIED

TO EXISTING PAVEMENT. ENSURE POSITIVE DRAINAGE IF SELECTED AND TIED TO EXISTING FEATURES.

8. DEDUCT 2.8 REMOVES WORK ASSOCIATED WITH PARKING LOT 21 LOCATED SOUTH OF COAST GUARD

LANE NEAR STATION 20+00. THE DEDUCT INCLUDES DEMOLITION, PAVEMENT, AND CURBING. IF

SELECTED, THE CONCRETE VALLEY GUTTER BETWEEN THE LOT AND COAST GUARD LANE SHALL BE TIED

TO EXISTING PAVEMENT ENSURING POSITIVE DRAINAGE.

PHASE 3 DEDUCT NOTES

1. DEDUCT 3.1 REMOVES WORK ASSOCIATED WITH THE MAINTENENCE AREA EAST OF BUILDING 31. THE

DEDUCT INCLUDES DEMOLITION AND PAVEMENT. IF SELECTED, THE TWO PROPOSED LIGHTS EAST OF

THE PROPOSED PAVEMENT SHALL BE SHIFTED WEST TO BE LOCATED 3' EAST OF THE PROPOSED EDGE

OF PAVEMENT. REFER TO BID DEDUCT PLANS FOR MORE DETAIL.

2. DEDUCT 3.2 REMOVES WORK ASSOCIATED WITH THE IMPROVEMENTS OF COAST GUARD LANE, EAST OF

ARMY LANE (APPROX. STA 7+13 TO 9+45). THIS INCLUDES ALL DEMOLITION, PAVEMENT AND CURBING

IMPROVEMENTS. IF SELECTED, THE NORTHERN CURBLINE SHALL BE TIED BACK TO EXISTING PAVEMENT

WITH A TAPER. SEE BID DEDUCT PLANS FOR MORE DETAIL.

3. DEDUCT 3.3 REMOVES WORK ASSOCIATED WITH IMPROVEMENTS TO THE EAST OF BUILDINGS 35 AND 37

WITHIN THE MAINTENANCE AREA. THIS INCLUDES ALL DEMOLITION, PAVEMENT, LIGHTING, ELECTRICAL

AND UTILITY ADJUSTMENTS FROM THE SOUTHERN EDGE OF BUILDING 35 EXTENDING NORTH BEYOND

BUILDING 37 AND ENDING AT THE DRIVEWAY TO ARMY LANE. THE CONTRACTOR SHALL COORDINATE

WITH THE COR TIE IN LOCATIONS FOR PROPOSED WORK ALONG ARMY LANE AND ALONG THE DRIVEWAY

BETWEEN BUILDINGS 35 AND 31.

4. DEDUCT 3.4 REMOVES WORK ASSOCIATED WITH THE IMPROVEMENTS ALONG FORT ROAD. THIS DEDUCT

REDUCES THE REPAIR OF CONCRETE SLABS AND ADJACENT CONCRETE CURB AND GUTTER BY 50%. THE

ENTIRE REPAIR SHALL BE INCLUDED IN THE BASE BID AND REDUCED BY 50% FOR THE DEDUCT. THE

MOST DAMAGED SLABS SHALL REMAIN WITH THE BASE BID AS WELL AS THE VALLEY GUTTER REPAIR AND

LESSER DAMAGED SLABS SHALL BE INCLUDED IN THE DEDUCT. THE COR SHALL HAVE FINAL

DETERMINATION ON SLAB REPLACEMENT AND EXTENT OF DEDUCT.

5. DEDUCT 3.5 REMOVES WORK ASSOCIATED WITH THE PROPOSED SIDEWALK RUNNING NORTH/SOUTH ON

THE WEST SIDE OF ARMY LANE (APPROX STA 57+53 TO 66+95). THIS INCLUDES THE REMOVAL OF THE

CROSSWALK ACROSS THE PARKING LOT 10 DRIVEWAY OFF ARMY LANE.

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AutoCAD SHX Text Christopher W. Geary

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PE# 17277

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ARCHITECT/ENGINEERS:

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AutoCAD SHX Text Approved: Project Director

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SHERIDAN VAHCS PLANNING AND ENGINEERING

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AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

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AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

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AutoCAD SHX Text 666-17-104

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CS101

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AutoCAD SHX Text Christopher W. Geary

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PE# 17277

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

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SHERIDAN VAHCS PLANNING AND ENGINEERING

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AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

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AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

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AutoCAD SHX Text 666-17-104

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