Attachment II - Drawings Revised.pdf

N

DRAWING INDEX

DRAWING NUMBER DRAWING TITLE

GENERAL

GI001 TITLE SHEET AND DRAWING INDEX

GC001 GENERAL PHASING AND STAGING NOTES AND LEGENDS

GC003 GENERAL NOTES AND LEGENDS

GC101 GENERAL PHASING AND STAGING PLAN

GC102 PARTIAL PHASING AND STAGING PLAN - PHASE 1 AND 2

GC103 PARTIAL PHASING AND STAGING PLAN - PHASE 2 AND 3

GC104 PARTIAL PHASING AND STAGING PLAN - PHASE 4 AND 6

GC105 PARTIAL PHASING AND STAGING PLAN - PHASE 7 AND 8

GC106 PARTIAL PHASING AND STAGING PLAN - PHASE 9 AND 11

GC107 PARTIAL PHASING AND STAGING PLAN - PHASE 10 AND 11

GC108 PARTIAL PHASING AND STAGING PLAN - PHASE 12, 13, AND 15

GC109 PARTIAL PHASING AND STAGING PLAN - PHASE 13 AND 14

GC110 PARTIAL PHASING AND STAGING PLAN - PHASE 16 AND 17

GC111 PARTIAL PHASING AND STAGING PLAN - PHASE 18

GC112 PARTIAL PHASING AND STAGING PLAN - PHASE 19 AND 20

GC113 PARTIAL PHASING AND STAGING PLAN - PHASE 20, 21, AND 22

GC501 GENERAL TEMPORARY SHORING DETAILS - EXAMPLE LEVEL "C"

GC502 GENERAL TEMPORARY SHORING DETAILS - EXAMPLE LEVEL "C"

GC503 GENERAL TEMPORARY SHORING DETAILS

GC504 GENERAL TEMPORARY SHORING ENLARGED PLANS

CIVIL

CU101 CIVIL UTILITIES REPAIR PLAN - LEVEL "C" NORTH

CU102 CIVIL UTILITIES REPAIR PLAN - LEVEL "C" MIDDLE

CU103 CIVIL UTILITIES REPAIR PLAN - LEVEL "C" SOUTH

CU104 CIVIL UTILITIES REPAIR PLAN - LEVEL "B" NORTH

CU105 CIVIL UTILITIES REPAIR PLAN - LEVEL "B" MIDDLE

CU106 CIVIL UTILITIES REPAIR PLAN - LEVEL "B" SOUTH

STRUCTURAL

S-101 STRUCTURAL REPAIR PLAN - LEVEL "C" NORTH

S-102 STRUCTURAL REPAIR PLAN - LEVEL "C" MIDDLE

S-103 STRUCTURAL REPAIR PLAN - LEVEL "C" SOUTH

S-104 STRUCTURAL REPAIR PLAN - UNDERSIDE OF LEVEL "B" NORTH

S-105 STRUCTURAL REPAIR PLAN - UNDERSIDE OF LEVEL "B" MIDDLE

S-106 STRUCTURAL REPAIR PLAN - UNDERSIDE OF LEVEL "B" SOUTH

S-107 STRUCTURAL REPAIR PLAN - LEVEL "B" NORTH

S-108 STRUCTURAL REPAIR PLAN - LEVEL "B" MIDDLE

S-109 STRUCTURAL REPAIR PLAN - LEVEL "B" SOUTH

S-110 STRUCTURAL REPAIR PLAN - UNDERSIDE OF LEVEL "A" NORTH

S-111 STRUCTURAL REPAIR PLAN - UNDERSIDE OF LEVEL "A" MIDDLE

S-112 STRUCTURAL REPAIR PLAN - UNDERSIDE OF LEVEL "A" SOUTH

S-113 STRUCTURAL REPAIR PLAN - LEVEL "A" NORTH

S-114 STRUCTURAL REPAIR PLAN - LEVEL "A" MIDDLE

S-115 STRUCTURAL REPAIR PLAN - LEVEL "A" SOUTH

S-116 STRUCTURAL REPAIR PLAN - LEVEL "C" NORTH - BID ALTERNATES

S-117 STRUCTURAL REPAIR PLAN - LEVEL "C" MIDDLE - BID ALTERNATES

S-118 STRUCTURAL REPAIR PLAN - LEVEL "C" SOUTH - BID ALTERNATES

S-119 STRUCTURAL REPAIR PLAN - LEVEL "B" NORTH - BID ALTERNATES

S-120 STRUCTURAL REPAIR PLAN - LEVEL "B" MIDDLE - BID ALTERNATES

S-121 STRUCTURAL REPAIR PLAN - LEVEL "B" SOUTH - BID ALTERNATES

S-122 STRUCTURAL REPAIR PLAN - LEVEL "A" NORTH - BID ALTERNATES

S-123 STRUCTURAL REPAIR PLAN - LEVEL "A" MIDDLE - BID ALTERNATES

S-124 STRUCTURAL REPAIR PLAN - LEVEL "A" SOUTH - BID ALTERNATES

S-201 STRUCTURAL REPAIR ELEVATIONS

S-202 STRUCTURAL REPAIR ELEVATIONS

S-203 STRUCTURAL REPAIR ELEVATIONS

S-204 STRUCTURAL REPAIR ELEVATIONS - BID ALTERNATES

S-205 STRUCTURAL REPAIR ELEVATIONS - BID ALTERNATES

S-206 STRUCTURAL REPAIR ELEVATIONS - BID ALTERNATES

S-501 STRUCTURAL REPAIR DETAILS AND SECTIONS

S-502 STRUCTURAL REPAIR DETAILS AND SECTIONS - NORTH STAIRS

S-503 STRUCTURAL REPAIR DETAILS AND SECTIONS - SOUTH STAIRS

S-504 STRUCTURAL REPAIR DETAILS AND SECTIONS

S-505 STRUCTURAL REPAIR DETAILS AND SECTIONS

S-506 STRUCTURAL REPAIR DETAILS AND SECTIONS

S-507 STRUCTURAL REPAIR DETAILS AND SECTIONS

S-508 STRUCTURAL REPAIR DETAILS - NORTH STAIRS BID ALTERNATES

S-509 STRUCTURAL REPAIR DETAILS - SOUTH STAIRS BID ALTERNATES

S-510 STRUCTURAL REPAIR DETAILS AND SECTIONS - BID ALTERNATES

PLUMBING

P-101 PLUMBING REPAIR PLAN - LEVEL "C" NORTH

P-102 PLUMBING REPAIR PLAN - LEVEL "C" MIDDLE

P-103 PLUMBING REPAIR PLAN - LEVEL "C" SOUTH

P-104 PLUMBING REPAIR PLAN - LEVEL "B" NORTH

P-105 PLUMBING REPAIR PLAN - LEVEL "B" MIDDLE

P-106 PLUMBING REPAIR PLAN - LEVEL "B" SOUTH

P-107 PLUMBING REPAIR PLAN - LEVEL "A" NORTH

P-108 PLUMBING REPAIR PLAN - LEVEL "A" MIDDLE

P-109 PLUMBING REPAIR PLAN - LEVEL "A" SOUTH

P-501 PLUMBING SECTIONS AND DETAILS

23 MECHANIC STREET, SPRINGVILLE, NY 14141

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

REV 0 - FINAL BID DOCUMENTS 2024-05-28

CONTRUCTION DOCUMENTS STRUCTURAL REPAIRS TO

UNDERGROUND PARKING GARAGE

1481 WEST 10TH STREET,

INDIANAPOLIS, IN 46202

583-20-103

2024-08-02

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

CERTIFICATION OF AUTHORIZATION NUMBER: 0020000

GI001

TITLE SHEET AND DRAWING INDEX

MPS CCW

FULLY SPRINKLERED

NORTH ARROWVIEW TITLE

BUILDING/WALL SECTION CUT

EXTERIOR ELEVATION

DETAIL SECTION CUT

DETAIL CALLOUT INTERIOR ELEVATION

DD###

DD###

X

DD###

X

1'-0" = 1'-0"

DETAIL TITLEX

1 / DD###

DD###

X

DD###

X

ARCHITECT/ENGINEER

Encorus Group 23 Mechanic Street - P.O. Box 344 Springville, New York 14141-0344 716-592-3980

DETAIL NUMBER

DETAIL IDENTIFIER

DETAIL TITLE NUMBER /

SHEET REF NUMBER

SECTION IDENTIFIER

SHEET REF NUMBER

DETAIL

IDENTIFIER

SHEET REF

NUMBER

DETAIL SECTION IDENTIFIER

VIEWING

DIRECTION

DRAWING SYMBOLS

TRUE NORTH

PLAN NORTH

VIEWING

DIRECTION

SHEET REF NUMBER

SHEET REF NUMBER

STRUCTURAL REPAIRS TO

UNDERGROUND PARKING GARAGE

RICHARD L. ROUDEBUSH VETERANS AFFAIRS MEDICAL CENTER

PROJECT NUMBER: 583-20-103

1481 WEST 10TH STREET

INDIANAPOLIS, 46202

N

ST

M

AR

GA

RE

T'S

D

RI

VE

PORTO ALEGRE STREET

PA

RK

IN

G

GA

RA

GE

RO

UD

EB

US

H

VA

M

ED

IC

AL

C

EN

TE

R

PROJECT LOCATION

REV 1 - CLARIFY BID ALTERNATES 2024-06-06

REV 2 - CONSTRUCTION DOCUMENTS 2024-08-02

Revisions: Date:

23 MECHANIC STREET, SPRINGVILLE, NY 14141

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

REV 0 - FINAL BID DOCUMENTS 2024-05-28

CONTRUCTION DOCUMENTS STRUCTURAL REPAIRS TO

UNDERGROUND PARKING GARAGE

1481 WEST 10TH STREET,

INDIANAPOLIS, IN 46202

583-20-103

2024-08-02

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

CERTIFICATION OF AUTHORIZATION NUMBER: 0020000

GC001

GENERAL PHASING AND STAGING

NOTES AND LEGENDS 1

DJS CCW

FULLY SPRINKLERED

GENERAL CONSTRUCTION PHASING PLAN NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

APPLICABILITY OF GENERAL CONSTRUCTION PHASING PLAN NOTES:

THESE NOTES APPLY TO ALL WORK DESCRIBED IN THESE DRAWINGS AND SPECIFICATIONS AND TO ALL CONTRACTORS AND / OR SUBCONTRACTORS THAT WORK IN, ON, OR AROUND THIS BUILDING, OR THE ADJACENT SITE. THE SCOPE OF WORK SHOWN ON PHASING PLANS IS A GUIDE ONLY, INTENDED TO OUTLINE THE ORDER IN WHICH SPECIFIC PORTIONS OF THE WORK, ARE TO BE PERFORMED IN RELATION TO OTHER PORTIONS OF THE WORK. FOR ADDITIONAL SCOPE OF WORK DESCRIBED IN DETAIL, SEE THE RESPECTIVE DISCIPLINE DRAWINGS AND

SPECIFICATIONS.

EXISTING BUILDING UTILITIES: PRIOR TO THE COMMENCEMENT OF ANY / ALL WORK, VERIFY THE LOCATION AND INSURE THE OBVIOUS MARKING OF ALL EXISTING UTILITIES AND RELATED EQUIPMENT ON, ABOVE, OR BENEATH THE ADJACENT WORK AREA, WHETHER INDICATED TO REMAIN, TO BE MODIFIED, OR TO BE REMOVED, COORDINATE ALL VERIFICATION AND MARKING WORK WITH THE

CONTRACTING OFFICERS REPRESENTATIVE (COR).

BUILDING INFECTION CONTROL RISK ASSESSMENT (ICRA): THE BUILDING WILL REMAIN FULLY OCCUPIED DURING ALL PHASES OF THIS WORK. PROVIDE, INSTALL, AND MAINTAIN ALL CONSTRUCTION DUST, DEBRIS, AND INFECTION CONTROL MEASURES. SEE

SPECIFICATIONS FOR ADDITIONAL INFORMATION. COORDINATE WITH THE COR.

BUILDING ACCESS AND SECURITY : THE BUILDING WILL REMAIN FULLY OCCUPIED DURING ALL PHASES OF THIS WORK. PROVIDE, INSTALL, AND MAINTAIN TEMPORARY MEASURES REQUIRED TO MAINTAIN ACCESS AND SECURITY OF THE EXISTING BUILDING AND THE WORK AREA AS REQUIRED FOR PROJECT PHASING FOR THE DURATION OF THE CONSTRUCTION PROJECT. SEE SPECIFICATIONS FOR

ADDITIONAL INFORMATION. COORDINATE WITH THE COR.

EXISTING WORK AREA AND BUILDING CONDITION: PROVIDE, INSTALL, AND MAINTAIN PROTECTIVE MEASURES TO KEEP THE EXISTING BUILDING ADJACENT TO THE WORK AREA AND PATH OF DEMOLITION TRAVEL FROM CONSTRUCTION DAMAGE DURING ALL PHASES OF THIS WORK. RESTORE ANY PORTION OF THE EXISTING BUILDING OR ADJACENT SITE INADVERTENTLY DAMAGED BY, OR AS A RESULT OF THE WORK, AT NO ADDITIONAL COST TO THE VA. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

GENERAL DEMOLITION NOTES AND INFORMATION: SEE DISCIPLINE DRAWINGS AND SPECIFICATIONS FOR GENERAL DEMOLITION NOTES AND INFORMATION INCLUDING DISPOSAL AND / OR SALVAGE OF DEMOLISHED MATERIALS. COORDINATE WITH THE VA.

GENERAL CONSTRUCTION NOTES AND INFORMATION: SEE DISCIPLINE DRAWINGS AND SPECIFICATIONS FOR GENERAL CONSTRUCTION

NOTES. COORDINATE WITH THE COR.

STORAGE OF MATERIALS: THE CONTRACTOR SHALL CONFINE ALL OPERATIONS (INCLUDING STORAGE / STAGING OF MATERIALS) ON GOVERNMENT PREMISES TO AREAS AUTHORIZED OR APPROVED BY THE COR. COORDINATE WITH COR FOR STAGING PRIOR TO THE

BEGINNING OF CONSTRUCTION. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

EXISTING ELECTRICAL POWER SUPPLIES AND EQUIPMENT: THE BUILDING WILL REMAIN FULLY OCCUPIED DURING ALL PHASES OF THIS WORK. COORDINATE ALL TEMPORARY DISCONNECTING AND RECONNECTING OF EXISTING POWER SUPPLIES AND EQUIPMENT WITH THE COR. SEE ALL PHASING PLANS, DEMOLITION, STRUCTURAL, DRAWINGS, AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.

EXISTING FIRE PROTECTION SYSTEMS AND EQUIPMENT: THE BUILDING WILL REMAIN FULLY OCCUPIED DURING ALL PHASES OF THIS WORK. COORDINATE ALL TEMPORARY DISCONNECTING, MODIFICATIONS TO, REROUTING OF, AND RECONNECTING OF EXISTING FIRE PROTECTION SYSTEMS AND EQUIPMENT WITH THE COR. SEE ALL PHASING PLANS, DEMOLITION, STRUCTURAL, DRAWINGS, AND

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

PROJECT PHASING: SEE PHASING PLANS FOR GENERAL PHASING ORDER. MODIFICATIONS TO THE ORDER OF PHASING BY THE VA AND / OR THE CONTRACTOR SHALL BE REVIEWED AND APPROVED BY COR AND PROVIDED AT NO ADDITIONAL COST TO THE VA. ANY MODIFICATIONS BY THE VA AND / OR THE CONTRACTOR THAT MAY RESULT IN ADDITIONAL COSTS WILL BE SUBJECT TO AGREEMENT AND

APPROVAL BY THE CONTRACTING OFFICER.

ALL WORK FOR THIS PROJECT SHALL BE PHASED TO LIMIT DISRUPTIONS TO DAILY PARKING OPERATIONS. CONTRACTOR SHALL

COORDINATE FINAL SCHEDULE WITH COR.

ALL CONSTRUCTION PHASE WORK AREAS SHALL BE FENCED. SIGNS AND LIGHTING SHALL ALSO BE PROVIDED AT THE FENCED AREAS IN

ORDER THAT PEDESTRIANS AR FULLY AWARE OF CONSTRUCTION LIMITS.

ALL WORK NOTED WITHIN HATCHED AREAS SHALL BE PERFORMED AFTER REGULAR BUSINESS HOURS, COORDINATE WITH COR.

TRAFFIC BEARING MEMBRANE INSTALLATION SHALL BE COMPLETED DURING LOW PATIENT TIMES AND SHALL BE PERFORMED STARTING AT 6:00PM FRIDAY THROUGH MIDNIGHT AND SHALL BE READY FOR VEHICULAR TRAFFIC BY SUNDAY AT 6:00PM. IF MORE TIME IS NEEDED, THAT WILL BE DISCUSSED AND APPROVED BY THE VA. TWO WEEKS NOTICE IS REQUIRED PRIOR TO COMMENCEMENT OF THIS WORK AND

MUST BE APPROVED BY COR. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

EXISTING ELEVATOR, ACCESS AND OPERATIONS SHALL REMAIN IN SERVICE CONTINUALLY DURING CONSTRUCTION. TEMPORARY

CLOSURE OVERNIGHT SHALL BE COORDINATED WITH COR.

SIGNAGE: WAYFINDING SIGNAGE SHALL CLEARLY INDICATE AREAS THAT ARE CLOSED OFF TO THE GENERAL PUBLIC. TEMPORARY MEANS OF EGRESS, VEHICLE PATHS, PARKING, AND SIGNAGE SHALL BE CLEAR AND ABUNDANT TO ASSIST PATRONS ENTER THE

PARKING GARAGE, AND EXIT THE PARKING GARAGE STRUCTURE.

LANE CLOSURES: MAINTAIN TRAFFIC LANES TO ACCESS ALL OPEN PARKING SPACES DURING CONSTRUCTION. TEMPORARY LANE CLOSURES DUE TO DELIVERY OF MATERIALS SHALL BE LIMITED TO 15 MINUTES PER HOUR AND MAY NOT OCCUR FROM 7:00AM-9:00AM, 11:30AM-1:00PM, OR 3:00PM-4:30PM. THESE HOURS MAY BE MODIFIED, SPECIFIC HOURS TO BE CONFIRMED THROUGH COORDINATION OF CONTRACTOR WITH COR PRIOR TO START OF PROJECT. ONE LANE SHALL BE MAINTAINED OPEN AT ALL TIMES. CONSTRUCTION DELIVERIES SHALL NOT BLOCK PUBLIC STREETS AND SHALL NOT BLOCK ACCESS TO THE PARKING STRUCTURE.

SHORING: LOCALIZED SHORING SHALL BE PROVIDED BY CONTRACTOR WHEN REQUIRED AND SHALL BE MAINTAINED UNTIL REPAIRS

HAVE REACHED DESIGN STRENGTH.

EQUIPMENT RESTRICTIONS: NO HEAVY EQUIPMENT SHALL BE ALLOWED ON THE ELEVATED STRUCTURE. A SMALL SKID STEER OR SMALL FORKLIFT CAN BE USED FOR THE PARKING GARAGE WORK, TAKING INTO ACCOUNT HEIGHT RESTRICTIONS INSIDE THE GARAGE AND KEEPING WEIGHT TO A MINIMUM. ALSO NOTE THAT THERE ARE ARE WALKING PEDESTRIANS INSIDE THE GARAGE AND ANY EQUIPMENT

WILL REQUIRE FLASHING LIGHTS/BACKUP WARNING ALARM, ETC.

STORMWATER DRAINAGE: WORK TO BE CONDUCTED IN CONJUNCTION WITH OTHER TRADES IN NUMERICAL SEQUENCE TO MINIMIZE

DISRUPTION TO FACILITY.

PATH OF TRAVEL EGRESS AND ICRA PLAN NOTES:

1.

2.

1.

GENERAL NOTES

COORDINATE WITH RICHARD L. ROUDEBUSH VAMC CONTRACTING OFFICER REPRESENTATIVE (COR) AS OUTLINED BELOW, TO OBTAIN THE INFECTION CONTROL, CONSTRUCTION PERMIT PRIOR TO THE START OF DEMOLITION AND CONSTRUCTION:

REFER TO THIS SHEET FOR PHASING PLAN, COORDINATION WITH COR AND SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

THE INFECTION CONTROL CLASS OF PRECAUTIONS SHALL BE DETERMINED BY THE VA (INFECTION PREVENTION).

3. THE VA (INFECTION PREVENTION), WITH TECHNICAL SUPPORT OF THE COR SHALL PREPARE THE INFECTION CONTROL RISK ASSESSMENT (ICRA) BEFORE CONSTRUCTION STARTS AND IT WILL LIST DETAILED INFECTION PROTECTION (IP) MEASURES.

3.1 IP WILL REQUIRE THE PRECAUTIONS LISTED IN THE ICRA FOR THE DETERMINED CLASS AND ADDITIONAL MEASURES AS REQUIRED FOR

THIS SPECIFIC PROJECT, SITE CONDITIONS AND POTENTIAL RISKS FOR PATIENTS.

4. IMPLEMENT (PROVIDE, INSTALL, MAINTAIN & REMOVE) THE SPECIFIC INFECTION CONTROL PROCEDURES AS DETERMINED BY THE ICRA

AND IN COORDINATION WITH THE COR.

5. SEE PHASING PLAN NOTES THIS SHEET FOR SEQUENCE OF PHASING.

6. CONTRACTOR TO COORDINATE WITH COR FOR PATH OF TRAVEL EGRESS AS EACH PHASE IS MOBILIZED.

CONSTRUCTION NOTES

NUMERICAL SEQUENCE OF CONSTRUCTION PHASING SHALL BE DETERMINED BY THE CONTRACTOR IN COORDINATION WITH THE COR.

ONCE DETERMINED, ANY DEVIATIONS FROM SEQUENCE SHALL BE COORDINATED WITH COR.

2. EXISTING ELEVATORS ARE FOR PATIENT USE ONLY.

PHASING AND STAGING GENERAL NOTES:

1.

2.

3.

4.

5.

SEE SPECIFICATIONS AND SHEETS GC001 FOR LIST OF ALTERNATES AND ADDITIONAL INFORMATION.

CONTRACTOR TO ENSURE ONE (1) LANE OF TRAFFIC REMAINS ACCESSIBLE IN BOTH DIRECTIONS FOR EXTENT OF CONSTRUCTION.

COORDINATE WITH COR.

IF VIBRATIONS ARE FOUND TO BE EXCESSIVE BY THE COR AS A RESULT OF CONSTRUCTION AFFECTING THE HEALTH/ SAFTEY OF OCCUPANTS, THEN LOW VIBRATION/ ALTERNATIVE METHODS SHALL BE USED BY THE CONTRACTOR OR WORK HOURS SHALL BE

ADJUSTED ACCORDINGLY.

ALL WORK PERFORMED AFTER REGULAR BUSINESS HOURS/ HOURS OF OPERATION WHICH ARE 7:00 AM TO 4:30 PM ON WEEKDAYS

(MONDAY THROUGH FRIDAY) SHALL BE COORDINATED WITH COR.

ALL PERMITS SHALL BE POSTED ON JOB SITE. CONTRACTOR TO ACQUIRE THE FOLLOWING PERMITS FROM COR:

A. CONSTRUCTION WORK PERMIT

B. UTILITY OUTAGE PERMIT

C. ABOVE CEILING WORK PERMIT

D. INFECTION CONTROL RISK ASSESSMENT (ICRA)

E. INTERIM LIFE SAFETY MEASURES (ILSM)

F. HOT WORK PERMIT

G. FIRE ALARM SHUTDOWN PERMIT

BID ALTERNATES INFORMATION:

BID ALTERNATE 1, BASE BID EXCEPT:

THE DRAINAGE REHABILITATION WORK WHICH INCLUDES CIVIL UTILITIES REHABILITATION WORK AND REPAIR QUANTITIES AS INDICATED ON THE CIVIL PLANS AND ANY WORK INDICATED ON THE PLUMBING PLANS. REFERENCE THE CIVIL PLAN DRAWINGS CU101 TO CU106, AND THE

PLUMBING PLAN DRAWINGS P-101 TO P-109, P-501.

BID ALTERNATE 2, ALTERNATE 1 EXCEPT:

THE NEW COATING OF THE LINEAR PLANTER AND ADJACENT VERTICAL WALLS AT NORTH AND SOUTH, THIS INCLUDES REMOVAL OF EXISTING COATING, PREPARATION OF SURFACE AND MINOR CONCRETE REPAIRS AT SURFACE AREA OF 10% OF TOTAL PER MARK E SECTION 4/S-504, AND REPLACE WITH NEW WATERPROOF COATING. PREPARATION OF THE SURFACE INCLUDES RECAULKING ALL THE FAILED VERTICAL CAULK JOINTS, THE COVE JOINTS FROM CONCRETE WALL TO SIDEWALK, AND THE HORIZONTAL LIMESTONE TO CONCRETE JOINTS.

BID ALTERNATE 3, ALTERNATE 2 EXCEPT:

THE TRAFFIC MEMBRANE REPLACEMENT; THIS INCLUDES REMOVAL OF EXISTING, CLEAN AND PREP SURFACE, INSTALL OF NEW MEMBRANE.

BID ALTERNATE 4, ALTERNATE 3 EXCEPT:

DELETE THE CONCRETE REPAIR OF THE STAIRWELLS AT THE NORTH AND SOUTH ENDS OF THE PARKING GARAGE. REMOVAL AND REPAIR OF SPALLED CONCRETE, CORRODED HANDRAIL, AND CORRODED STEEL BASE PLATES ARE INCLUDED IN THIS WORK. REMOVAL OF THE ADJACENT PLANTERS AND LOCAL CONCRETE REPAIR DUE TO THE PLANTER REMOVAL IS ALSO INCLUDED IN THIS WORK.

BID ALTERNATE 5, ALTERNATE 4 EXCEPT:

DELETE THE REMOVAL OF THE LARGE CONCRETE PLANTERS AT THE NORTHEAST AND SOUTHEAST CORNERS OF THE PARKING GARAGE.

LOCAL CONCRETE REPAIR AND CURB INSTALLATION IS ALSO INCLUDED IN THIS WORK.

BID ALTERNATE 6, ALTERNATE 5 EXCEPT:

DELETE THE CONCRETE AND BRICK REPAIR OF THE MIDDLE STAIRS THAT TRAVEL FROM LEVEL "B" TO LEVEL "A". BRICK REPAIR, BRICK REPLACEMENT, TUCK POINTING, AND STAIR NOSING REPAIR IS ALSO INCLUDED IN THIS WORK.

REV 1 - CLARIFY BID ALTERNATES 2024-06-06

REV 2 - CONSTRUCTION DOCUMENTS 2024-08-02

23 MECHANIC STREET, SPRINGVILLE, NY 14141

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

REV 0 - FINAL BID DOCUMENTS 2024-05-28

CONSTRUCTION DOCUMENTS STRUCTURAL REPAIRS TO

UNDERGROUND PARKING GARAGE

1481 WEST 10TH STREET,

INDIANAPOLIS, IN 46202

583-20-103

2024-08-02

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

CERTIFICATION OF AUTHORIZATION NUMBER: 0020000

GC003

GENERAL NOTES AND LEGENDS

DJS CCW

FULLY SPRINKLERED

LINETYPE LEGEND:

DEMOLITION WALL/EXTENT

DESIGN DATA:

IN ITS COMPLETED STATE, AE DESIGN SERVICES FOR STRUCTURAL REPAIRS TO UNDERGROUND

PARKING GARAGE FOR THE RICHARD L. ROUDEBUSH VA MEDICAL CENTER IS DESIGNED FOR THE

FOLLOWING SURCHARGE LOADS. DO NOT EXCEED STATED SURCHARGE LOADS.

1. DEAD LOAD: STRUCTURE SELF WEIGHT

2. LIVE LOAD:

ROOF = 20 PSF

PATIENT AREAS =100 PSF

INTERSTITIAL AREA =25 PSF

LEVEL A: = H520-44 PER AASHTO

LEVEL B: = 50 PSF OR 2.0 KIP

CONCENTRATED LOAD AT 5'-0"

ON CENTER, BOTH WAYS

3. SNOW LOAD: FLAT ROOF SNOW LOAD P f = 19 PSF GROUND SNOW LOAD P g = 20 PSF SNOW EXPOSURE FACTOR C e = 0.9 SNOW LOAD IMPORTANCE FACTOR I s = 1.2 THERMAL FACTOR C t = 1.2

4. SEISMIC LOAD : RISK CATEGORY IV

IMPORTANCE FACTORS, I e = 1.50

SOIL SITE CLASS = D

MAPPED SPECTRAL ACCELERATIONS/RESPONSES

S s = 0.186 S1 = 0.085

S DS = 0.198

S D1 = 0.136

SEISMIC DESIGN CATEGORY = D

SEISMIC RESISTING SYSTEM = ORDINARY REINFORCED

CONCRETE SHEAR WALLS

RESPONSE MODIFICATION COEFFICIENT, R = 0.5

EQUIVALENT LATERAL FORCE METHOD

DESIGN BASE SHEAR, V = SELF WEIGHT x C s SEISMIC RESPONSE COEFFICIENT, C s = TBD

5. WIND LOAD : ULTIMATE DESIGN WIND SPEED, V ult = 117 MPH NOMINAL DESIGN WIND SPEED, V asd = 91 MPH

RISK CATEGORY IV

IMPORTANCE FACTOR, I w = 1.00

WIND EXPOSURE CATEGORY, B

INTERNAL PRESSURE COEFFICIENT, GC pi = +/-0.18

GENERAL NOTES:

MASONRY/ BRICK AND MORTAR NOTES:

DEMOLISH/REMOVE

HANDRAIL

DEMO

KEYED NOTE

UNO UNLESS NOTED OTHERWISE

BLDG BUILDING

BOT BOTTOM

℄ CENTERLINE

CMU CONCRETE MASONRY UNIT

DIA DIAMETER

EMB EMBED

(E) EXISTING

f'c CONCRETE COMPRESSIVE STRENGTH

FT FOOT

GA GUAGE

HORZ HORIZONTAL

IN INCH

KB KNEE BRACE

LB POUND

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MAX MAXIMUM

MIN MINIMUM

MPH MILES PER HOUR

NOM NOMINAL

OC ON CENTER

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

SF SQUARE FEET

SOG SLAB ON GRADE

THK THICK

TYP TYPICAL

VERT VERTICAL

VIF VERIFY IN FIELD

GENERAL SYMBOLS:

GENERAL ABBREVIATIONS:

ELEVATION LABEL

CONCRETE STEP

COLUMN CENTER LINE

REPAIRR

PONDINGP

WWR WELDED WIRE REINFORCEMENT

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THIS PROJECT WITH

THE SUB-CONTRACTORS, TO PROVIDE A COMPLETE AND FINISHED PROJECT.

THIS FACILITY IS OCCUPIED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS

AND MEANS OF CONSTRUCTION AND SHALL BE RESPONSIBLE TO THE VA CONTRACTING

OFFICERS REPRESENTATIVE (COR) FOR PROVIDING A SAFE WORK ENVIRONMENT DURING

THE CONSTRUCTION PERIOD. EVERY EFFORT SHALL BE MADE BY THE CONTRACTOR TO

PROTECT THE OCCUPANTS, VISITORS, AND CUSTOMERS FROM THE HAZARDS OF

CONSTRUCTION.

ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S

WRITTEN INSTRUCTIONS AND RECOMMENDATIONS.

ALL CONCRETE REPAIR MATERIALS SHALL HAVE TEST CYLINDERS TAKEN BY A 3RD PARTY

CERTIFIED TESTING AGENCY WITH THE COMPRESSIVE TEST RESULTS PROVIDED TO THE

COR FOR APPROVAL. FOR ANY REPAIRS WHICH INCLUDE SHORING, THE SHORING SHALL

NOT BE REMOVED UNTIL COMPRESSIVE STRENGTH OF THE REPAIR MATERIAL HAS

REACHED A MINIMUM COMPRESSIVE STRENGTH F'C OF 4,000 PSI PER TEST RESULTS.

DIMENSIONS AND DETAILS ARE BASED ON THE BEST AVAILABLE INFORMATION AND THE

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIELD DIMENSIONS BEFORE

ORDERING MATERIALS AND PREFABRICATED ITEMS.

ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY

CONTRACTORS SKILLED IN THEIR RESPECTIVE TRADES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING AND CORRECTING HIS OWN

WORKMANSHIP TO THE EXTENT THAT SATISFIES THE VA COR.

THE CONTRACTOR IS RESPONSIBLE TO SUBMIT ALL REPAIR MATERIALS FOR REVIEW AND

APPROVAL BY THE ARCHITECT/ ENGINEER AND THE VA COR. ANY ALTERNATE OR

REPLACEMENT MATERIALS SHALL BE SUBMITTED BY THE CONTRACTOR WITH

SPECIFICATIONS OF THE MATERIALS FOR REVIEW AND APPROVAL BY THE ARCHITECT /

ENGINEER AND THE VA COR. THE CONTRACTOR SHALL COORDINATE THE SELECTION OF

ALL COMPONENT COLORS, MODEL NUMBERS, SIZES, ETC. OF ALL BUILDING ELEMENTS WITH

THE VA COR BEFORE ORDERING MATERIALS.

ALL WORKMANSHIP AND MATERIALS, UNLESS CARRYING A GUARANTEE BY A

MANUFACTURER FOR A LONGER PERIOD OF TIME SHALL BE GUARANTEED FOR A PERIOD OF

ONE YEAR FROM THE DATE OF FINAL PAYMENT TO THE CONTRACTOR.

THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY FIELD CONDITIONS, NO ADDITIONAL

PAYMENT WILL BE MADE FOR FAILURE TO ACCOUNT FOR OBSERVABLE CONDITIONS.

CONTRACTOR IS RESPONSIBLE FOR ALL TOOLS, EQUIPMENT, AND SUPPLIES. CONTRACTOR

IS ALSO RESPONSIBLE FOR PROVIDING LADDERS, SCAFFOLDING, LIFTS, PLANKING, ETC. AS

REQUIRED TO PERFORM WORK. THE VA OR THEIR REPRESENTATIVE WILL NOT BE

RESPONSIBLE FOR LOST, DAMAGED, OR STOLEN ITEMS.

THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE WORK AREA IN A CLEAN AND SAFE

CONDITION, PROVIDING TEMPORARY PROTECTION, PROTECTING BUILDING MATERIALS

SCHEDULED TO REMAIN, AND TO PREVENT UNAUTHORIZED ACCESS DURING THE DURATION

OF THE PROJECT. REPAIR OF DAMAGE CAUSED AS A RESULT OF INADEQUATE TEMPORARY

PROTECTION OR CONTRACTOR ACTIVITIES WILL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

ONLY LOW ODOR/ LOW VOC PRODUCTS ARE PERMITTED WHEN MIXING CONCRETE/USING

CHEMICALS.

THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT THE SPREAD OF DUST,

SMOKE, FUMES, ETC., THROUGHOUT THE PARKING GARAGE, THE BUILDING AND CAMPUS.

THERE ARE INTAKES AND/OR EXHAUSTS IN THE GARAGE AND/OR AROUND THE GARAGE.

THE CONTRACTOR SHALL SUBMIT A DUST, SMOKE, AND FUME SUPPRESSION PLAN FOR

APPROVAL.

THE CONTRACTOR SHALL PROVIDE CONTINUOUS AND PERIODICAL CONSTRUCTION AREA

CLEANING TO AVOID DUST ACCUMULATION AND SPREAD.

DEMOLITION OF CONCRETE REQUIRES INFECTION AND DUST CONTROL MEASURES

REFERENCED IN SPECIFICATION SECTION 013526 SAFETY REQUIREMENTS, PART 1.4.B.4.i.24

CRYSTALLINE SILICA MONITORING (ASSESSMENT) AND PART 1.12.J. EXTERIOR

CONSTRUCTION. CONTRACTOR SHALL FOLLOW OSHA CFR 29 1926.1153 RESPIRABLE

CRYSTALLINE SILICA STANDARD FOR CRYSTALLINE SILICA EXPOSURE CONTROL METHODS.

THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SERVICES INCLUDING, ADEQUATE

LIGHTING, WATER, TOILETS, POWER, HEAT, ETC. AS REQUIRED FOR COMPLETION OF THE

WORK, MANPOWER, MATERIAL INSTALLATION, WORK PROTECTION, ETC.

THE CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS AND NOTIFY THE VA

COR OF ANY INACCURACIES OR DISCREPANCIES IN THE DOCUMENTS AND IN FIELD

CONDITIONS SHOWN ON THE DRAWINGS IN A TIMELY MANNER.

THE CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH ALL FEDERAL

CODES, RULES, REGULATIONS AND ORDINANCES INCLUDING, BUT NOT LIMITED TO, THE

INTERNATIONAL ENERGY CONSERVATION CODE, THE INTERNATIONAL BUILDING CODE,

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), NATIONAL FIRE PROTECTION

ASSOCIATION (NFPA) AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

WHETHER OR NOT INFORMATION AND/OR WORK IS SPECIFICALLY SHOWN ON THE

DRAWINGS.

THE CONTRACTOR SHALL BE AWARE THAT THE EXISTING FACILITY HAS THE POTENTIAL OF

HAVING OTHER CONSTRUCTION PROJECTS GOING ON AT THE SAME TIME. COORDINATE

WITH VA COR.

CONTRACTOR TO PROVIDE FIRE PREVENTION PLAN TO VA COR FOR REVIEW AND

APPROVAL.

IN THE EVENT THAT A REPAIR OPERATION MAY AFFECT A SAFETY SYSTEM, THE

CONTRACTOR WILL COORDINATE WITH THE COR A MINIMUM OF 14 DAYS IN ADVANCE. IF A

REPAIR OPERATION AFFECTS A SAFETY SYSTEM THE COR WILL BE INFORMED AS SOON AS

POSSIBLE FOR COORDINATION OF INTERIM LIFE SAFETY MEASURES (ILSM).

CONTRACTOR TO REVIEW AND LOCATE ALL DUMPSTER LOCATIONS WITH VA COR PRIOR TO

START OF WORK. CONTRACTOR TO PLACE ALL DUMPSTERS WITHIN 10 FEET OF A BUILDING.

COORDINATE DUMPSTER LOCATION WITH VA COR WHEN THIS IS NOT POSSIBLE. ANY

DUMPSTER WITHIN 20 FEET OF A BUILDING WILL REMAIN COVERED WHEN NOT IN USE.

CONTRACTOR SHALL USE TEMPORARY MARKINGS AND SIGNAGE TO INDICATE DUMPSTER

PLACEMENT.

CONCRETE SPALL REPAIRX

EXPOSED REBAR AND

SERIOUS CONCRETE CRACKS

EXPOSED REBAR

X

X

X CONCRETE SPALL

REPAIR, EXPOSED REBAR

CONCRETE SPALL REPAIR,

CONCRETE CRACKS

CONCRETE SPALL REPAIR, CONCRETE

CRACKS, EXPOSED REBAR

CRACK REPAIR NOTES:

CONCRETE REPAIR NOTES:

EXPANSION JOINT NOTES:

GENERAL DEMOLITION NOTES:

1.

1.

2.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

25. ALL HOT WORK SHALL FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR TIME IN REGARDS

TO FIRE WATCHES PER LOCAL VA SPECIFICATION AND NFPA.

26. IF CONTRACTOR ENCOUNTERS MECHANICAL EQUIPMENT PREVIOUSLY ABANDONED IN PLACE,

COORDINATE REMOVAL AND FLOOR OR CEILING REPAIR WITH THE COR ON A CASE BY CASE

BASIS. THE COST TO REMOVE ABANDONED EQUIPMENT/SYSTEMS REQUIRED TO COMPLETE

THE STRUCTURAL REPAIRS WITHIN THIS PROJECT SHALL BE INCLUDED IN THE CONTRACTOR'S

BID. ALL REQUIRED REMOVALS OF THIS TYPE SHALL BE COMPLETED AT NO ADDITIONAL COST

TO THE VA.

27. THERE ARE ITEMS WHICH WERE OBSERVED TO HAVE A SMALL LEVEL OF DETERIORATION BUT

THEY WERE A LOWER PRIORITY AND NOT DEEMED TO BE REPAIRED. CONCRETE CRACK LINES

HAVE BEEN DOCUMENTED AND ARE ON THE PLANS. HOWEVER, IF THERE ARE NO REPAIR

NOTES/BOXES INDICATED AT THE LOCATION THEN NO WORK IS REQUIRED FROM THE

CONTRACTOR.

28. CONTRACTOR TO RE-STRIPE THE REMOVED OR DAMAGED/FADED PARKING STRIPES AS A

CONSEQUENCE OF ANY CONSTRUCTION WORK ACTIVITIES.

29. THE CONTRACTOR SHALL REPLACE MEMBRANE AT FLOOR LEVEL REMOVED AS A

CONSEQUENCE OF ANY CONSTRUCTION WORK ACTIVITIES.

30. CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFETY BARRIERS, SIGNAGE, LIGHTING,

TRAFFIC SIGNAGE AND REROUTING SIGNS IN ORDER TO KEEP PEDESTRIANS OUT AND AWAY

FROM WORK AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR REROUTING TRAFFIC AS

REQUIRED AROUND WORK AREAS.

31. CONTRACTOR IS RESPONSIBLE FOR CLEANING DEBRIS AND CONSTRUCTION WASTE FROM

WORK AREAS AT END OF EACH SHIFT, AND ONCE AREA IS COMPLETE. WHEN AN AREA IS

COMPLETE, IT SHALL BE PRESSURE WASHED AND TURNED OVER IN AN ACCEPTABLE MANNER

FREE OF ANY DEBRIS ETC.

EXISTING MECHANICAL EQUIPMENT, VENTS, PIPING, CONDUIT, EXHAUSTS, DUCTWORK SHALL

EITHER BE LEFT IN PLACE OR TEMPORARILY RELOCATED FOR WORK TO BE EXECUTED IN

ACCORDANCE WITH THE DETAILS PROVIDED. CONTRACTOR TO COORDINATE ELECTRICAL AND

MECHANICAL EQUIPMENT REQUIRING TEMPORARY SHUTDOWN AND RE-START. COORDINATE

THOSE SHUTDOWNS WITH THE RICHARD L. ROUDEBUSH VAMC.

CONTRACTOR IS RESPONSIBLE TO MATCH THE EXISTING MORTAR & BRICK. CONTRACTOR

SHALL REFER TO SPECIFICATION SECTION 04 01 00 "MAINTENANCE OF MASONRY".

CONTRACTOR IS RESPONSIBLE TO PROVIDE MORTAR MATCHING & BRICK SAMPLES TO THE

OWNERS REPRESENTATIVE FOR REVIEW PRIOR TO ANY WORK BEING COMPLETED ON THE

EXISTING BUILDINGS.

3. FOR MASONRY BLOCK, OR BRICK REPAIR - HORIZONTAL AND VERTICAL SURFACE AREAS;

SHALL RECEIVE PENETRATING WATER REPELLANT TREATMENT AS INDICATED PER

SPECIFICATION 07 19 00 WATER REPELLANT'S.

CLEAN CONCRETE VERTICAL AND HORIZONTAL SURFACE TO LOCATE AND REPAIR CRACKS.

INFORM ENGINEER OF RECORD AT LEAST 7 DAYS IN ADVANCE FOR INSPECTION OF THE

CRACKS AFTER THE CONCRETE SURFACES HAVE BEEN CLEANED AND DRIED PRIOR TO

REPAIRING CRACKS.

REPAIR CRACKS < 1/16 INCH BY SCORING CRACK LENGTH WITH A GRINDING WHEEL, CLEANING

THE CRACK, AND APPLYING FAST SETTING, CEMENTITIOUS, VERTICAL AND OVERHEAD REPAIR

MORTAR; BASIS OF DESIGN MATERIAL SHALL BE SIKAQUICK VOH OR APPROVED EQUAL IN

ACCORDANCE WITH MANUFACTURERS SURFACE PREPARATION, INSTRUCTIONS,

RECOMMENDATIONS, AND LIMITATIONS.

REPAIR CRACKS 1/16 INCH OR WIDER WITH LOW VISCOSITY, HIGH MODULUS, HIGH STRENGTH

EPOXY CHEMICAL GROUT; BASIS OF DESIGN MATERIAL SHALL BE SIKADUR 35 HI MOD LV OR

APPROVED EQUAL IN ACCORDANCE WITH MANUFACTURER'S SURFACE PREPARATION,

INSTRUCTIONS, RECOMMENDATIONS, AND LIMITATIONS.

THE GROUTING COMPOUND SHALL BE A NON-TOXIC, NON-FLAMMABLE, HIGH FLASH POINT (212

F) EPOXY GROUT OF THE TYPE WHICH IS APPLIED IN A CRACK OR OPEN JOINT BY USE OF A

PACKER.

CLEAN THE CRACK SURFACE SO THAT THE CRACK CAN BE EXACTLY LOCATED. SEAL THE

SURFACE OF THE CRACK WITH A SURFACE SEALING MATERIAL; BASIS OF DESIGN MATERIAL

SHALL BE SIKADUR 31 HI MOD GEL OR AN APPROVED EQUAL IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS, RECOMMENDATIONS, AND LIMITATIONS.

DRILL 5/8" DIAMETER HOLES ALONG THE SIDE OF THE CRACK AT 45° TO INTERSECT THE CRACK

MIDWAY THROUGH THE SUBSTRATE. SPACE AND INSTALL THE INJECTION PACKERS IN HOLES.

PRIOR TO PRODUCT APPLICATION MOISTURE MUST BE PRESENT. IF CONCRETE BEING

INJECTED CONTAINS INSUFFICIENT MOISTURE TO ACTIVATE THE GROUT, INJECT THE CRACK

WITH A SMALL AMOUNT OF WATER PRIOR TO THE APPLICATION OF THE CHEMICAL GROUT.

FOLLOW THE MANUFACTURER'S PLACEMENT PROCEDURE.

PRESSURE INJECT EPOXY CHEMICAL GROUT STARTED AT THE LOWEST INJECTION PACKERS

AND SEAL THE CRACKS IN ACCORDANCE WITH MANUFACTURER'S PLACEMENT PROCEDURE.

REMOVE INJECTION PACKERS AND SURFACE SEALING MATERIAL AFTER CRACKS HAVE BEEN

REPAIRED.

REPAIR POPOUTS IN THE EXISTING TIE-HOLES AND BUGHOLES IN EXISTING CONCRETE WITH

CEMENT MORTAR IN AREA OF NEW REPAIR.

REMOVE AND REPAIR DELAMINATED CONCRETE TO SOUND CONCRETE. CLEAN AND ROUGHEN

CONCRETE SURFACE TO 1/4 INCH AMPLITUDE. APPLY EPOXY BONDING ADHESIVE; BASIS OF

DESIGN MATERIAL SHALL BE SIKA ARMATEC 110 EPOCEM OR APPROVED EQUAL IN

ACCORDANCE WITH MANUFACTURERS SURFACE PREPARATION, INSTRUCTIONS,

RECOMMENDATIONS AND LIMITATIONS, AND THEN PATCH THE HOLE WITH CEMENT MORTAR.

SEE PLAN AND ELEVATIONS FOR LOCATIONS.

LEAVE FINISHED WORK AND WORK AREA IN A NEAT, CLEAN CONDITION WITHOUT EVIDENCE OF

SPILLOVERS ONTO ADJACENT AREAS.

TRAFFIC COATING/MEMBRANE NOTES:

LOC LOCATIONS

NIC NOT IN CONTRACT

CONCRETE WALL COATING NOTES:

1.

2.

3.

4.

5.

6.

1.

2.

3.

4.

5.

6.

1.

2.

3.

4.

5.

6.

7.

1.

CONCRETE REPAIR LIMITS PROVIDED ARE BASED ON FIELD INSPECTION OF THE PARKING

GARAGE. ALL REPAIR WORK AS INDICATED ON THE PLANS SHALL BE COMPLETED TO THE

SATISFACTION OF THE COR.

DETERIORATED REINFORCEMENT SHALL BE REPLACED WITH EPOXY COATED

REINFORCEMENT, AND HAVE A MINIMUM LAP OF 30 BAR DIAMETERS OR A WELDED SPLICE

SHALL BE PROVIDED (SEE WELD SPLICE DETAIL. S-501).

EXISTING REINFORCEMENT WITHIN THE WORK AREA SHALL BE COATED WITH REINFORCEMENT

CORROSION PROTECTION PRIOR TO APPLICATION OF REPAIR MATERIAL. DESIGN BASIS

MATERIAL SHALL BE SIKA ARMATEC 110 EPOCEM OR AN APPROVED EQUAL IN ACCORDANCE

WITH MANUFACTURERS SURFACE PREPARATION, INSTRUCTIONS, RECOMMENDATIONS AND

LIMITATIONS.

IMMEDIATELY PRIOR TO THE APPLICATION OF THE REPAIR MATERIAL, THE SURFACES SHALL BE

CLEANED IN ACCORDANCE WITH THE SPECIFICATIONS. THE SURFACES SHALL ALSO BE

PREPARED WITH A BONDING MATERIAL PRIOR TO THE APPLICATION OF THE REPAIR MATERIAL

PER THE SPECIFICATIONS OR MANUFACTURERS INSTRUCTIONS. DESIGN BASIS MATERIAL

SHALL BE SIKA ARMATEC 110 EPOCEM OR AN APPROVED EQUAL IN ACCORDANCE WITH

MANUFACTURERS SURFACE PREPARATION, INSTRUCTIONS, RECOMMENDATIONS AND

LIMITATIONS.

WHERE CONCRETE REMOVAL AND REPLACEMENT NECESSITATES ADJACENT SEPARATE

CONCRETE PLACEMENTS, CONCRETE REMOVAL SHALL EXTEND A MINIMUM OF 12" BEYOND THE

LIMIT OF THE FIRST CONCRETE PLACEMENT. THIS CLEAR SPACE WILL MINIMIZE THE NEGATIVE

IMPACT OF THE ADJACENT CONCRETE REMOVAL OPERATION ON THE RECENTLY COMPLETED

REPAIR.

IN SEQUENCING WORK, THE CONTRACTOR SHALL NOT BEGIN CONCRETE REMOVAL AT A

LOCATION ADJACENT TO A COMPLETED REPAIR UNTIL A MINIMUM OF 7 CURING DAYS HAVE

PASSED.

7. FOR CONCRETE REPAIRS - HORIZONTAL AND VERTICAL SURFACE AREAS; SHALL RECEIVE

PENETRATING WATER REPELLANT TREATMENT AS INDICATED PER SPECIFICATION 07 19 00

WATER REPELLANT'S.

REMOVE ANY PREVIOUS COATING BY SANDBLASTING OR APPROPRIATE METHOD TO PREPARE

THE SURFACE FOR THE NEW PRODUCT COATING.

FOLLOW THE MANUFACTURERS INSTRUCTIONS FOR PREPARATION AND INSTALLATION OF THE

WATERPROOF COATING.

CLEAN AND REPAIR THE EXISTING SURFACE, PATCH HOLES AND CRACKS FOR AN EVEN

SURFACE.

ROUGHEN OR BRUSH BLAST THE SURFACE FOR GOOD MECHANICAL ADHESION OF THE

PRODUCT.

INITIAL WATERPROOFING PRODUCT BASIS OF DESIGN IS TWO COATS OF MASTERSEAL 581 OR

AN APPROVED EQUAL FOLLOWING SPECIFICATION FOR INSTALL.

FINAL WATERPROOFING PRODUCT BASIS OF DESIGN IS TWO COATS OF MASTERPROTECT

HB400 OR AN APPROVED EQUAL FOLLOWING SPECIFICATION FOR INSTALL. THE COLOR OF

THIS FINAL COATING SHALL BE SUBMITTED FOR APPROVAL TO THE COR.

THE EXISTING TRAFFIC COATING SHALL BE REMOVED IN ENTIRETY FROM THE EXISTING

SURFACE OF THE TRAFFIC DECK. THE TRAFFIC DECK SHALL BE PREPARED PER

MANUFACTURERS SURFACE PREPARATION, INSTRUCTIONS, RECOMMENDATIONS, AND

LIMITATIONS.

EXISTING CONDITIONS: INFORMATION PROVIDED BY THE VA HAS INDICATED THAT AREAS OF

THE SLAB HAVE BEEN FOUND TO BE FILLED WITH SOME TYPE OF RESIN. THIS FILLING IS UNDER

THE EXISTING MEMBRANE. THE NEW MEMBRANE WILL REQUIRE REMOVING ALL OR AT THE

MINIMUM REMOVING ANY DAMAGED FILLING AND LEVELING THE SURFACE. THE EXTENT OF THE

EXISTING RESIN REPAIR AREA IS UNKNOWN. NOTE THAT THE SLAB AREAS ARE SLOPED FOR

WATER DRAINAGE AS PART OF THE STRUCTURES GEOMETRY. IT IS NOT EXPECTED THAT THE

ENTIRE AREA WOULD NEED SURFACE LEVELING. IT IS EXPECTED THAT THERE MAY BE

PREVIOUSLY REPAIRED AREAS NOT CONFORMING WITH THE OVERALL ELEVATION INTENT

WHICH SHALL BE REVIEWED BY THE CONTRACTOR AFTER THE EXISTING MEMBRANE REMOVAL

AND LEVELED TO CONFIRM THESE AREAS FOLLOW THE GEOMETRIC PLANE OF THE SLAB.

CONTRACTOR SHALL FOLLOW SECTION 8/S-504 FOR REPAIR AND LEVELING USING

CEMETITIOUS MORTAR. IF THERE ARE AREAS WHERE THE RESIN PRODUCT WILL BE LEFT IN

PLACE, THE RESIN WILL BE INVESTIGATED AND CONFIRMED FOR COMPATIBILITY WITH THE

PRODUCTS OF REPAIR AND THE PRODUCTS TO BE USED FOR THE TRAFFIC MEMBRANE.

A PRIMER SHALL BE APPLIED TO THE EXISTING TRAFFIC DECK PRIOR TO THE BASE COAT

APPLICATION . MATERIAL BASIS OF DESIGN SHALL BE SIKALASTIC PRIMER OR AN APPROVED

EQUAL PER THE MANUFACTURERS SURFACE PREPARATION, INSTRUCTIONS,

RECOMMENDATIONS, AND LIMITATIONS.

A BASE COAT SHALL BE APPLIED TO THE EXISTING TRAFFIC DECK AFTER THE PRIMER COAT.

MATERIAL BASIS OF DESIGN SHALL BE SIKALASTIC 710 BASE OR AN APPROVED EQUAL PER THE

MANUFACTURERS SURFACE PREPARATION, INSTRUCTIONS, RECOMMENDATIONS, AND

LIMITATIONS.

AN INTERMEDIATE COAT SHALL BE APPLIED TO THE EXISTING TRAFFIC DECK AFTER THE BASE

COAT. MATERIAL BASIS OF DESIGN SHALL BE SIKALASTIC 715 TOP OR AN APPROVED EQUAL

PER THE MANUFACTURERS SURFACE PREPARATION, INSTRUCTIONS, RECOMMENDATIONS,

AND LIMITATIONS.

A TOP COAT SHALL BE APPLIED TO THE EXISTING TRAFFIC DECK AFTER THE INTERMEDIATE

COAT. MATERIAL BASIS OF DESIGN SHALL BE SIKALASTIC 715 TEXTURED TOP COAT OR AN

APPROVED EQUAL PER THE MANUFACTURERS SURFACE PREPARATION, INSTRUCTIONS,

RECOMMENDATIONS, AND LIMITATIONS.

CONTRACTOR SHALL RE-STRIPE THE REMOVED OR DAMAGED PARKING STRIPES AS A

CONSEQUENCE OF ANY CONSTRUCTION WORK ACTIVITIES.

EXPANSION JOINTS AT LEVEL B SHALL BE REPLACED IN THEIR ENTIRETY WITH MATERIAL BASIS

OF DESIGN, CONSTRUCTION SPECIALTIES ZB SERIES (ZB-200) OR AN APPROVED EQUAL PER

THE MANUFACTURERS SURFACE PREPARATION, INSTRUCTIONS, RECOMMENDATIONS, AND

LIMITATIONS.

FGI FLAT GRATE INLET

REV 1 - CONSTRUCTION DOCUMENTS 2024-08-02

9.A

9.25 9.24 9.23 9.22 9.21 9.20 9.19 9.18 9.17 9.16 9.15 9.14 9.13 9.12 9.11 9.10 9.9 9.8 9.7 9.6 9.5 9.4 9.3 9.2 9.1

9.B

9.C

9.D

LEVEL "A" NORTHLEVEL "A" MIDDLELEVEL "A" SOUTH LEVEL "A" MIDDLE

NOTE: FOR THIS LEVEL A PHASE PLAN, PHASES 2, 3, 4, 5, 6, 7, 8, 9,10

ARE OUT OF SCOPE AND ARE SHOWN FOR TRAFFIC FLOW ONLY.

LEVEL "B"

MA

TC

HL

IN

E

LEVEL "A" LEVEL "A"

MA

TC

HL

IN

E

LEVEL "B"

SEE LEVEL "B" SEE LEVEL "B" SEE LEVEL "B"

LEVEL "B" NORTHLEVEL "B" MIDDLELEVEL "B" SOUTH LEVEL "B" MIDDLE

LEVEL "B" ABOVE

LEVEL "C" BELOW

MA

TC

HL

IN

E

LEVEL "A" ABOVE

LEVEL "B" BELOW

LEVEL "A" ABOVE

LEVEL "B" BELOW

MA

TC

HL

IN

E

LEVEL "B" ABOVE

LEVEL "C" BELOW

9.A

9.B

9.C

9.D

9.E

9.F

9.G

9.25 9.24 9.23 9.22 9.21 9.20 9.19 9.18 9.17 9.16 9.15 9.14 9.13 9.12 9.11 9.10 9.9 9.8 9.7 9.6 9.5 9.4 9.3 9.2 9.1

1 4 5 6

15 18

16 17

7 8

THESE LINES

INDICATE PHASE

AREA EXTENT TYP

9.A

9.25 9.24 9.23 9.22 9.21 9.20 9.19 9.18 9.17 9.16 9.15 9.14 9.13 9.12 9.11 9.10 9.9 9.8 9.7 9.6 9.5 9.4 9.3 9.2 9.1

9.B

9.C

9.D

9.E

9.F

9.G

REFERENCE

LEVEL "B" FOR

THIS AREA

LEVEL "C" NORTHLEVEL "C" MIDDLELEVEL "C" SOUTH LEVEL "C" MIDDLE

REFERENCE LEVEL

"B" FOR THIS AREA

LEVEL "C"

MA

TC

HL

IN

E

LEVEL "B" LEVEL "B"

MA

TC

HL

IN

E

LEVEL "C"

1 4 5 6

15 18

16 17

7 8

23 MECHANIC STREET, SPRINGVILLE, NY 14141

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

REV 0 - FINAL BID DOCUMENTS 2024-05-28

CONSTRUCTION DOCUMENTS STRUCTURAL REPAIRS TO

UNDERGROUND PARKING GARAGE

1481 WEST 10TH STREET,

INDIANAPOLIS, IN 46202

583-20-103

2024-08-02

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

CERTIFICATION OF AUTHORIZATION NUMBER: 0020000

GC101

GENERAL PHASING AND STAGING PLAN

DJS CCW

FULLY SPRINKLERED

N

N

N

17. WHEN WORK IS REQUIRED IN A TRAFFIC LANE, WORK SHALL BE COMPLETED AFTER

HOURS OR WEEKEND WITH SHUT DOWN OF LANE AND TRAFFIC CONTROL PERSONNEL

PROVIDED.

16. IN REFERENCE TO THE TRAFFIC MEMBRANE REPLACEMENT, THE EXTENT IS AS

INDICATED ON THE STRUCTURAL PLANS. THIS WORK IS EXPECTED TO BE COMPLETED

USING MULTIPLE PHASES. IT IS EXPECTED THAT CONTRACTOR SHALL WORK FROM ONE

END TOWARD THE OTHER END. IT IS UNDERSTOOD THE REMOVAL OF EXISTING

MEMBRANE, CLEAN AND PREP, IS A SEPARATE OPERATION TAKING PLACE PRIOR TO

ANY MOBILIZING FOR REPLACEMENT.

15. PHASES THAT REQUIRE WEEKEND SHUTDOWN SHALL BE WORKED FROM 6:00 PM

FRIDAY TO 6:00 PM SUNDAY.

14. PHASES MAY BE COMBINED, BUT CANNOT LIMIT MORE THAN 75% OF THE PARKING

SPACES IN TOTAL AT ONE TIME.

13. PHASES CAN BE COMPLETED IN ANY ORDER.

12. PHASING IS INTENDED TO BE VERTICAL SO THAT THE FULL HEIGHT CAN BE

TEMPORARY SHORED AND PUBLIC ACCESS IS RESTRICTED.

11. THIS IS A MEDICAL CAMPUS WITH VARYING LEVELS OF CARE; CAREFUL

CONSIDERATION TO NOISE, PATIENT PRIVACY, AND OTHER SPECIAL NEEDS WILL BE

ADDRESSED BY THE CONTRACTOR THROUGH THEIR PHASING OF THE WORK.

10. REROUTING CAN ALSO INCORPORATE PARKING AREAS ALLOCATED FOR TRAFFIC FLOW

AS NEEDED FOR CLOSURE OF PHASE AREAS DURING THE WORK WHILE PROVIDING

PROPER DIRECTION TO TRAFFIC AS NOTED IN GENERAL NOTE 7 LISTED ABOVE.

9. PASSIVE VEHICLE BARRIERS SHALL BE USED DURING CONSTRUCTION FOR SAFETY

AND PROTECTION OF THE PUBLIC AND CONTRACTORS, AND FOR THE PROTECTION OF

THE EXISTING STRUCTURE DURING MOVEMENT OF EQUIPMENT AND MATERIALS

ONSITE.

8. TRAFFIC SHALL BE REROUTED THROUGH SIGNAGE, TRAFFIC CONES, TEMPORARY

PAVEMENT MARKINGS, AND FLAG MEN PROVIDED BY CONTRACTOR COMPLETING THE

WORK. TRAFFIC SHALL BE REROUTED IN THE SAFEST METHOD AND THE

RESPONSIBILITY OF ROUTING TRAFFIC IS BY CONTRACTOR COMPLETING THE WORK.

7. ALL CONSTRUCTION PHASE WORK AREAS SHALL BE FENCED AROUND PERIMETER OF

THE PHASE AREA. SIGNS AND LIGHTING SHALL ALSO BE PROVIDED AT THE FENCED

AREAS IN ORDER THAT PEDESTRIANS ARE FULLY AWARE OF CONSTRUCTION LIMITS.

6. STAGING OF MATERIALS AND EQUIPMENT SHALL BE OUTSIDE OF THE PHASING AREA IN

THE CONTRACTORS DESIGNATED AREA.

5. CONSTRUCTION SHALL START AT LEVEL "C" AND PROGRESS TO LEVEL "A". SOME

CONSTRUCTION WILL REQUIRE LEVEL BELOW AND/OR LEVEL ABOVE TO BE SHUT

DOWN FOR ADDITIONAL SHORING OR REDUCTION OF LIVE LOAD.

4. THE CONTRACTOR SHALL COORDINATE ALL ACTIVITIES WITH THE VA CONTRACTING

OFFICER (COR).

3. CONSTRUCTION SHUT DOWN WORK SHALL BE COMPLETED DURING LOW PATIENT

TIMES AND PERFORMED BETWEEN FRIDAY 6:00 PM THROUGH MIDNIGHT (12:00 AM),

CONCLUDING BY SUNDAY AT 6:00 PM.

2. 75% OF THE PARKING GARAGE SYSTEM SHALL BE FULLY FUNCTIONAL BETWEEN 7:00

AM MONDAY AND 4:30 PM FRIDAY.

1. SEE GC001 FOR GC-SERIES NOTES AND LEGENDS.

GENERAL NOTES

SCALE: 1" = 30'-0"1 GENERAL PHASING PLAN - LEVEL "A"

SCALE: 1" = 30'-0"2 GENERAL PHASING PLAN - LEVEL "B"

SCALE: 1" = 30'-0"3 GENERAL PHASING PLAN - LEVEL "C"

NOTE: N/A INDICATES PHASE AREA AT THAT LEVEL IS OUT OF SCOPE

TOTAL PARKING SPACES 409

22 0 12 14 26 21 0 0 0 0 20 3 6 0 6 19 0 12 14 26 18 0 24 21 45 17 0 5 6 11 16 0 6 6 12 15 0 17 20 37 14 0 17 20 37 13 3 3 0 3 12 0 0 0 0 11 N/A 4 0 4 10 N/A 14 9 23 9 N/A 16 8 24 8 N/A 8 9 17 7 N/A 7 8 15 6 N/A 7 6 13 5 N/A 2 1 3 4 N/A 3 3 6 3 N/A 20 20 40 2 N/A 4 5 9 1 8 21 23 52

PHASE LEVEL "A" LEVEL "B" LEVEL "C" TOTAL PARKING SPACES/PHASE

AVAILABLE PARKING SPACES

9.25 9.24 9.23 9.22 9.21 9.20 9.19 9.18 9.17 9.16 9.15 9.14 9.13 9.12 9.11 9.10 9.9 9.8 9.7 9.6 9.5 9.4 9.3 9.2 9.1

9.B

9.C

9.D

LEVEL "A" NORTHLEVEL "A" MIDDLELEVEL "A" SOUTH LEVEL "A" MIDDLE

NOTE: FOR THIS LEVEL A PHASE PLAN, PHASES 2, 3, 4, 5, 6, 7, 8, 9,10

ARE OUT OF SCOPE AND ARE SHOWN FOR TRAFFIC FLOW ONLY.

LEVEL "B"

MA

TC

HL

IN

E

LEVEL "A" LEVEL "A"

MA

TC

HL

IN

E

LEVEL "B"

SEE LEVEL "B" SEE LEVEL "B" SEE LEVEL "B"

FENCING SET UP AT

PERIMETER OF PHASE AREA

LEVEL "B" NORTHLEVEL "B" MIDDLELEVEL "B" SOUTH LEVEL "B" MIDDLE

LEVEL "B" ABOVE

LEVEL "C" BELOW

MA

TC

HL

IN

E

LEVEL "A" ABOVE

LEVEL "B" BELOW

LEVEL "A" ABOVE

LEVEL "B" BELOW

MA

TC

HL

IN

E

LEVEL "B" ABOVE

LEVEL "C" BELOW

9.A

9.B

9.C

9.D

9.E

9.F

9.G

9.25 9.24 9.23 9.22 9.21 9.20 9.19 9.18 9.17 9.16 9.15 9.14 9.13 9.12 9.11 9.10 9.9 9.8 9.7 9.6 9.5 9.4 9.3 9.2 9.1

FENCING SET UP AT

PERIMETER OF PHASE AREA

TRAFFIC FLOW

NO TRAFFIC PARKING IN

THIS AREA DURING

ADJOINING PHASE WORK

4 5 6

15 18

16 17

7 8

9.A

9.25 9.24 9.23 9.22 9.21 9.20 9.19 9.18 9.17 9.16 9.15 9.14 9.13 9.12 9.11 9.10 9.9 9.8 9.7 9.6 9.5 9.4 9.3 9.2 9.1

9.B

9.C

9.D

9.E

9.F

9.G

REFERENCE

LEVEL "B" FOR

THIS AREA

LEVEL "C" NORTHLEVEL "C" MIDDLELEVEL "C" SOUTH LEVEL "C" MIDDLE

REFERENCE LEVEL

"B" FOR THIS AREA

LEVEL "C"

MA

TC

HL

IN

E

LEVEL "B" LEVEL "B"

MA

TC

HL

IN

E

LEVEL "C"

FENCING SET UP AT

PERIMETER OF PHASE AREA

NO TRAFFIC PARKING IN

THIS AREA DURING

ADJOINING PHASE WORK

4 5 6

15 18

16 17

7 8

23 MECHANIC STREET, SPRINGVILLE, NY 14141

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

REV 0 - FINAL BID DOCUMENTS 2024-05-28

CONSTRUCTION DOCUMENTS STRUCTURAL REPAIRS TO

UNDERGROUND PARKING GARAGE

1481 WEST 10TH STREET,

INDIANAPOLIS, IN 46202

583-20-103

2024-08-02

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

CERTIFICATION OF AUTHORIZATION NUMBER: 0020000

GC102

PARTIAL PHASING AND STAGING PLAN -

PHASE 1 AND 2 1

DJS CCW

FULLY SPRINKLERED

N

N

N

17. WHEN WORK IS REQUIRED IN A TRAFFIC LANE, WORK SHALL BE COMPLETED AFTER

HOURS OR WEEKEND WITH SHUT DOWN OF LANE AND TRAFFIC CONTROL PERSONNEL

PROVIDED.

16. IN REFERENCE TO THE TRAFFIC MEMBRANE REPLACEMENT, THE EXTENT IS AS

INDICATED ON THE STRUCTURAL PLANS. THIS WORK IS EXPECTED TO BE COMPLETED

USING MULTIPLE PHASES. IT IS EXPECTED THAT CONTRACTOR SHALL WORK FROM ONE

END TOWARD THE OTHER END. IT IS UNDERSTOOD THE REMOVAL OF EXISTING

MEMBRANE, CLEAN AND PREP, IS A SEPARATE OPERATION TAKING PLACE PRIOR TO

ANY MOBILIZING FOR REPLACEMENT.

15. PHASES THAT REQUIRE WEEKEND SHUTDOWN SHALL BE WORKED FROM 6:00 PM

FRIDAY TO 6:00 PM SUNDAY.

14. PHASES MAY BE COMBINED, BUT CANNOT LIMIT MORE THAN 75% OF THE PARKING

SPACES IN TOTAL AT ONE TIME.

13. PHASES CAN BE COMPLETED IN ANY ORDER.

12. PHASING IS INTENDED TO BE VERTICAL SO THAT THE FULL HEIGHT CAN BE

TEMPORARY SHORED AND PUBLIC ACCESS IS RESTRICTED.

11. THIS IS A MEDICAL CAMPUS WITH VARYING LEVELS OF CARE; CAREFUL

CONSIDERATION TO NOISE, PATIENT PRIVACY, AND OTHER SPECIAL NEEDS WILL BE

ADDRESSED BY THE CONTRACTOR THROUGH THEIR PHASING OF THE WORK.

10. REROUTING CAN ALSO INCORPORATE PARKING AREAS ALLOCATED FOR TRAFFIC FLOW

AS NEEDED FOR CLOSURE OF PHASE AREAS DURING THE WORK WHILE PROVIDING

PROPER DIRECTION TO TRAFFIC AS NOTED IN GENERAL NOTE 7 LISTED ABOVE.

9. PASSIVE VEHICLE BARRIERS SHALL BE USED DURING CONSTRUCTION FOR SAFETY

AND PROTECTION OF THE PUBLIC AND CONTRACTORS, AND FOR THE PROTECTION OF

THE EXISTING STRUCTURE DURING MOVEMENT OF EQUIPMENT AND MATERIALS

ONSITE.

8. TRAFFIC SHALL BE REROUTED THROUGH SIGNAGE, TRAFFIC CONES, TEMPORARY

PAVEMENT MARKINGS, AND FLAG MEN PROVIDED BY CONTRACTOR COMPLETING THE

WORK. TRAFFIC SHALL BE REROUTED IN THE SAFEST METHOD AND THE

RESPONSIBILITY OF ROUTING TRAFFIC IS BY CONTRACTOR COMPLETING THE WORK.

7. ALL CONSTRUCTION PHASE WORK AREAS SHALL BE FENCED AROUND PERIMETER OF

THE PHASE AREA. SIGNS AND LIGHTING SHALL ALSO BE PROVIDED AT THE FENCED

AREAS IN ORDER THAT PEDESTRIANS ARE FULLY AWARE OF CONSTRUCTION LIMITS.

6. STAGING OF MATERIALS AND EQUIPMENT SHALL BE OUTSIDE OF THE PHASING AREA IN

THE CONTRACTORS DESIGNATED AREA.

5. CONSTRUCTION SHALL START AT LEVEL "C" AND PROGRESS TO LEVEL "A". SOME

CONSTRUCTION WILL REQUIRE LEVEL BELOW AND/OR LEVEL ABOVE TO BE SHUT

DOWN FOR ADDITIONAL SHORING OR REDUCTION OF LIVE LOAD.

4. THE CONTRACTOR SHALL COORDINATE ALL ACTIVITIES WITH THE VA CONTRACTING

OFFICER (COR).

3. CONSTRUCTION SHUT DOWN WORK SHALL BE COMPLETED DURING LOW PATIENT

TIMES AND PERFORMED BETWEEN FRIDAY 6:00 PM THROUGH MIDNIGHT (12:00 AM),

CONCLUDING BY SUNDAY AT 6:00 PM.

2. 75% OF THE PARKING GARAGE SYSTEM SHALL BE FULLY FUNCTIONAL BETWEEN 7:00

AM MONDAY AND 4:30 PM FRIDAY.

1. SEE GC001 FOR GC-SERIES NOTES AND LEGENDS.

GENERAL NOTES

DENOTES AREA THAT MUST ALLOW PEDESTRIAN OR

EMERGENCY VEHICLE TRAVEL. CONTRACTOR TO

TEMPORARILY SHORE THOSE AREAS ACCORDINGLY

LEGEND:

DENOTES NO PARKING IN THIS AREA DURING ADJOINING

PHASE WORK

SCALE: 1" = 30'-0"1 PARTIAL PHASING PLAN - LEVEL "A" PHASE 1 AND 2

SCALE: 1" = 30'-0"2 PARTIAL PHASING PLAN - LEVEL "B" PHASE 1 AND 2

SCALE: 1" = 30'-0"3 PARTIAL PHASING PLAN - LEVEL "C" PHASE 1 AND 2

DENOTES FENCING AROUND PHASE WORK

INDICATES ADJACENT PHASE NOT BEING

WORKED ON PER THIS PLAN

NOTE: N/A INDICATES PHASE AREA AT THAT LEVEL IS OUT OF SCOPE

TOTAL PARKING SPACES 316 409

22 0 12 14 26 26 21 0 0 0 0 0 20 3 6 0 6 6 19 0 12 14 26 26 18 0 24 21 45 45 17 0 5 6 11 11 16 0 6 6 12 12 15 0 17 20 37 37 14 0 17 20 37 37 13 3 3 0 3 3 12 0 0 0 0 0 11 N/A 4 0 4 4 10 N/A 14 9 23 23 9 N/A 16 8 24 24 8 N/A 8 9 17 17 7 N/A 7 8 15 15 6 N/A 7 6 13 13 5 N/A 2 1 3 3 4 N/A 3 3 6 6 3 N/A 0 0 0 40 2 N/A 0 0 0 9 1 8 0 0 8 52

PHASE LEVEL "A" LEVEL "B" LEVEL "C" TOTAL PARKING

SPACES, PHASE

TOTAL

PARKING

SPACES

AVAILABLE PARKING SPACES

9.25 9.24 9.23 9.22 9.21 9.20 9.19 9.18 9.17 9.16 9.15 9.14 9.13 9.12 9.11 9.10 9.9 9.8 9.7 9.6 9.5 9.4 9.3 9.2 9.1

9.B

9.C

9.D

LEVEL "A" NORTHLEVEL "A" MIDDLELEVEL "A" SOUTH LEVEL "A" MIDDLE

NOTE: FOR THIS LEVEL A PHASE PLAN, PHASES 2, 3, 4, 5, 6, 7, 8, 9,10

ARE OUT OF SCOPE AND ARE SHOWN FOR TRAFFIC FLOW ONLY.

LEVEL "B"

MA

TC

HL

IN

E

LEVEL "A" LEVEL "A"

MA

TC

HL

IN

E

LEVEL "B"

SEE LEVEL "B" SEE LEVEL "B" SEE LEVEL "B"

LEVEL "B" NORTHLEVEL "B" MIDDLELEVEL "B" SOUTH LEVEL "B" MIDDLE

LEVEL "B" ABOVE

LEVEL "C" BELOW

MA

TC

HL

IN

E

LEVEL "A" ABOVE

LEVEL "B" BELOW

LEVEL "A" ABOVE

LEVEL "B" BELOW

MA

TC

HL

IN

E

LEVEL "B" ABOVE

LEVEL "C" BELOW

9.25 9.24 9.23 9.22 9.21 9.20 9.19 9.18 9.17 9.16 9.15 9.14 9.13 9.12 9.11 9.10 9.9 9.8 9.7 9.6 9.5 9.4 9.3 9.2 9.1

9.A

9.B

9.C

9.D

9.E

9.F

9.G

NO TRAFFIC PARKING IN

THIS AREA DURING

ADJOINING PHASE WORK

FENCING SET UP AT

PERIMETER OF PHASE AREA

TRAFFIC FLOW

4 5 6

15 18

16 17

7 8

TRAFFIC BARRIER

9.A

9.25 9.24 9.23 9.22 9.21 9.20 9.19 9.18 9.17 9.16 9.15 9.14 9.13 9.12 9.11 9.10 9.9 9.8 9.7 9.6 9.5 9.4 9.3 9.2 9.1

9.B

9.C

9.D

9.E

9.F

9.G

REFERENCE

LEVEL "B" FOR

THIS AREA

LEVEL "C" NORTHLEVEL "C" MIDDLELEVEL "C" SOUTH LEVEL "C" MIDDLE

REFERENCE LEVEL

"B" FOR THIS…