36C24823R0057 0002 with Attachments.pdf

5. PROJECT NUMBER (if applicable)

CODE 7. ADMINISTERED BY

2. AMENDMENT/MODIFICATION NUMBER

CODE

6. ISSUED BY

8. NAME AND ADDRESS OF CONTRACTOR

4. REQUISITION/PURCHASE REQ. NUMBER 3. EFFECTIVE DATE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED

PAGE OF PAGES

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED

BPA NO. 1. CONTRACT ID CODE

FACILITY CODE CODE

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

E. IMPORTANT:

is extended,

(a) By completing Items 8 and 15, and returning __________ copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY is not extended.

12. ACCOUNTING AND APPROPRIATION DATA

(REV. 11/2016)

is required to sign this document and return ___________ copies to the issuing office. is not, A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN ITEM 10A.

15C. DATE SIGNED

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER

Contractor

16C. DATE SIGNED

14. DESCRIPTION OF AMENDMENT/MODIFICATION

16B. UNITED STATES OF AMERICA

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER 16A. NAME AND TITLE OF CONTRACTING OFFICER

15B. CONTRACTOR/OFFEROR

STANDARD FORM 30 PREVIOUS EDITION NOT USABLE

Prescribed by GSA - FAR (48 CFR) 53.243

(Type or print) (Type or print)

(Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

(Number, street, county, State and ZIP Code)

(If other than Item 6)

(Specify type of modification and authority)

(such as changes in paying office, appropriation date, etc.)

(If required)

(SEE ITEM 11)

(SEE ITEM 13)

(X)

CHECK

ONE

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

(Signature of person authorized to sign) (Signature of Contracting Officer)

1 1

01-19-2023

548-22-152

36C248

Department of Veterans Affairs Network Contracting Office 8 (NCO 8)

8875 Hidden River Pkwy Suite 525 Tampa FL 33637

36C248

Department of Veterans Affairs Network Contracting Office 8 (NCO 8)

8875 Hidden River Pkwy Tampa FL 33637

To all Offerors/Bidders

36C24823R0057

X

X X

01-27-2023 at 12:00 PM

See CONTINUATION Page

X 1

This amendment provides the Phase 1 RFI responses. The Phase 1 proposal due date is now 01-27-2023 at 12:00 PM EST.

Attached are the following:

1. RFI responses

2. Appendix A Markups

3. Topo Survey

Stacy Figlinski Contracting Officer

Phase 1 Requests for Information DB Improve Walking Path 548-22-152 36C24823R0057

1. The solicitation notes three (3) design submissions (65%, 95%, and 100%). In today's market we would recommend a minimum project duration for the construction portion of the project to be a minimum of 365 days after the approval of the 100% for construction documents. Please review the period of performance noted, 200 days after NTP.

a. Contractor to propose timeline as part of the bid proposal

2. The Scope of Work notes that the walkway lighting shall be flush mounted within the walkway slabs. Please clarify the following questions related to the walkway lighting:

(a) Would it be acceptable to install bollard type walkway lighting in lieu of flush mounted walkway lights?

Bollard type lights are are not acceptable per the VA guidelines

(b) Please provide a site plan which shows the location of the various electrical rooms around the site that we can use for designing the power distribution system for the walkway lights.

(c) Please advise if solar powered walkway lighting would be acceptable.

The A/E can propose this in design but should bid on non solar lighting per the package

(d) Please advise if the lighting levels for the walkway lighting need to meet the minimum ADA requirements.

Lighting levels should meet all ADA guidelines

(e) Please advise on what type of lighting control system is required for the walkway lights, i.e., photocells and/or timeclocks with lighting contractors.

Lighting controls should at a minimum be photocells with timeclock backups but will depend on the design.

(f) If the walkway lighting is required to be installed within the walkways as noted, please advise if there is a minimum spacing required or minimum lighting level.

Meet ADA requirements

3. The conceptual plan for the walkways notes all the walkways are to be replaced and/or extended as shown. The statement of work notes a total of 6,828 LF of walkway to be demolished (4.1.1.2.) and section 4.1.3 notes various lengths of sidewalks to be replaced which are less than 6 ft wide. Please clarify the following questions:

(a) Do we include replacing all of the sidewalks per the conceptual plan or do we follow the statement of work?

The contractor will be responsible for “ALL” of the sidewalk per the conceptual plans. Within this scope of work the walking path sidewalks are different from the non walking path sidewalks please see the mark-up of Appendix A.

(b) If we follow the statement of work and only replace the sections which are less than 6 ft wide, do we still install the flush walkway lights in the sections which remain?

All of the sidewalk is replaced. There is a small section in front of some of the buildings that may remain hence there is no need for lighting in that area. Walking path sidewalks are the only one with lighting requirements.

4. Where the conceptual plan notes replacing the walkway to Military, it will require modifications to the existing gate supports and chain link gate. Please clarify the extent of the work associated with the perimeter fencing and the exist gate where the space is limited due to the structural supports.

The walkway will need to be modified from 6 down to the available space we have at this location due to the physical placement of the gate and supports. This is allowed.

5. Please clarify the locations for the light blue walkways on the conceptual plan.

The light blue line delineates where the new sidewalk will extent to the new wheel curb stop. It is by lot 17 and lot 10

6. Please clarify the type of retaining walls allowed for the added walkway along lot 11 (south side).

Contractor shall propose what type of retaining wall they will utilize.

7. Please provide the latest as-built drawings for the underground utilities for the site.

VA will provide latest survey dwgs. Contractor is responsible to verify all data within these documents.

8. Please provide the latest site survey which shows the site elevations and drainage structures.

VA will provide latest survey dwgs. Contractor is responsible to verify all data within these documents.

9. Please clarify if the striping/painting for the roadways/walkway crossing are required to be thermoplastic with or without glass beads.

Thermoplastic WITH glass bead

10. Is a contractor schedule required within the Phase 1 proposal submission?

CO Response: Yes, it is Factor III.

11. Please clarify if a superintendent can be a dual hat to cover the requirements of SSHO?

Yes, as long as the proper credentials are provided.

12. If no to the question above, will the SSHO need to be full-time for this project?

This is dictated by the contractor’s own safety plan that needs to be provided.

13. Is the VA hard set on the "well lights" for pathway lighting? Could be a maintenance nightmare in the future and not very practical for pathway lighting.

We will certainly look for any design guidance that can be provided if it gives us a better end product.

14. Will the VA consider pole lighting around 14'-15' tall?

No this is not an option

15. Can you please provide topographical surveys for the grounds that will receive sidewalks and include who performed the survey and the dates.

VA will provide any documentation that they have but the contractor will be responsible for verifying all data from those documents and fill in any gaps as needed

16. Can you please provide a site map that depicts where available power panels are.

This will need to be verified through the design phase

17. Can we use the existing street light power in some areas?

This will need to be verified through the design phase. If there is capacity this is ok.

18. Does the VA have a preferred utility locating company?

No

19. Does the VA allow directional boring at the facility?

Yes

20. Lead time on fixtures of any kind is undeterminable at this point in time. Could extend project deadline.

Understood

21. Is Buy American Act in full effect on this project?

Yes

22. Does the VA allow aluminum conductors for this type of project?

23. What is the minimum foot candles required by the VA on the walkway at any given point?

Per ADA requirements

24. Does the VA require software design to show foot candles?

No

25. Will a third party scheduler be necessary if the schedule requirements can be met in-house?

No

26. Will a network analysis schedule be required or will a cost loaded CPM schedule suffice?

Cost loaded CPM schedule

27. Will you need or require a bond?

CO Response: Yes, that is stated in the solicitation. A Bid Bond is also required.

28. Are you able to provide funds upfront for material delivery?

CO Response: No, we do not provide any upfront funding.

29. In parking lot 22, where the abandon fence posts are, there may not be enough land to expand to a 6 foot wide ADA approved path with room for the fire lane. For that area, are you willing and able to reduce the size of the path less than 6 foot?

There will be enough room if the abandoned posts are removed.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

C-001

Fi le

P at h

/9 /2

:5

3:

A M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Chkd ByDate:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

FOR REFERENCE ONLY

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 RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VNRevisions: Date: GP

LOCATION PLAN IMPROVE WALKING PATH

WEST PALM BEACH VA MEDICAL CTR

10/28/2022

7305 North Military Trail West Palm Beach, FL 33410-6400 561-422-8262

WEST PALM BEACH VA MEDICAL CENTER

Date:Revisions: Date:

BEG 7-26-22

N

BEE LINE HIGHW

AY

N 53° 41'32" E 1046.16'

N

1°3

'4

" E

.5 7'

L A

K E

LAKE # 4

LAK

E

EXISTING WETLANDS

N

1°4

'2

" E

.5 7'

LAKE #3

WATER TOWER

LOT#10

L O

T #16

LOT # 17

LOT #14

LOT # 13

LOT #20

Catch Basin

LOT #12

LO

T#21

LOT#18 / 19

LOT#23

C1-

B

CORR.

RAMP

LAKE # 2

PARKING

UPPER LEVEL

PARKING

GARAGE

PARKING

PARKING

PARKING

GARAGE

20.3020

LAKE # 6

LOT # 22

LOT # 11

MAIN HOSPITAL

CLC - COMMUNITY LIVING CENTER

FISHER HOUSE4

EMERGENCY WELL (PUMP HOUSE)5

VETERAN RESOURCE CENTER6

CONTRACTING OFFICE12

WAREHOUSE13

SUBSTANCE/MENTAL HEALTH (PTSD CLINIC)14

CANCER CENTER15

MENTAL HEALTH OUT PATIENT (2500 SQFT CSI 16

BUILDING

NUMBER BUILDING

PROJECT MENTAL HEALTH/HOMELESS PROGRAM)

BUILDING

NUMBER BUILDING

PET/CT ADDITION18

HOSPICE19

MAINTENANCE BUILDING20

MRI BUILDING21

DOMICILIARY22

DECON (IN TUNNEL)17

BUILDING

NUMBER BUILDING

8 MCCR (WOODBINE - LEASE NOT ON THIS MAP)

M/C STORAGE

VBA/VSO BLDG.

TRANSPORTATION TRAILER11

INSPECTOR GENERAL TRAILER7

BUILDING

NUMBER BUILDING

0 64' 128' 192' 256' 320'32'

16' 48'

LEGEND

SYMBOL DISCRIPTION

NEW FITNESS STATION

ARM GATE

PEDESTRIAN CROSSING LIGHT

ABANDONED FENCE POSTS

NEW BENCH

REPLACE BENCH

BUS STOP

REPLACE EXISTING WITH 6' SIDEWALK

EXTENDED SIDEWALK TO NEW CURB-WHEEL STOP

NEW 6' SIDEWALK

SIDEWALK REMOVAL

NEW COMBINATION CURB-WHEEL STOP

44444444444444

548-22-152

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BLUE HERON BLVD.

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MILITARY TRAIL

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ASPHALT ROAD

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AutoCAD SHX Text Open to below

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7" OAK

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7" OAK

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12" PALM

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10" PALM

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10" PALM

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12" PALM

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12" PALM

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12" PALM

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ENTRANCE

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6" OAK

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6" OAK

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6" OAK

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STAIRS

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STAIRS

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STAIRS

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STAIRS

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STAIRS

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STAIRS

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STAIRS

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STAIRS

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ELEV.

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ELEV.

viviana.nazario Architect viviana.nazario Architect viviana.nazario Architect viviana.nazario Architect viviana.nazario Architect viviana.nazario Architect viviana.nazario Architect viviana.nazario Architect

CLOUDED PORTIONS ARE CONSIDERED SIDEWALKS - NON WALKING PATH

viviana.nazario Engineer REMAINING SIDEWALKS (NOT CLOUDED) ARE PART OF WHAT THE VA CALLS THE WALKING PATH.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

C-002

Fi le

P at h

/9 /2

:5

3:

A M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VNDate:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

FOR REFERENCE ONLY

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 RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GPRevisions: Date:

STANDARD DETAILS IMPROVE WALKING PATH

WEST PALM BEACH VA MEDICAL CTR

10/28/2022

7305 North Military Trail West Palm Beach, FL 33410-6400 561-422-8262

WEST PALM BEACH VA MEDICAL CENTER

Date:Revisions: Date:

GP 10-28-22

CONCEPT 548-22-152

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CONCRETE WALK

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CURB & GUTTER

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EXPANSION JOINT

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RAMP FLUSH WITH GUTTER

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EXPANSION JOINT

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CURB & GUTTER

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CONCRETE WALK

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SECTION A

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1:12 MAX. SLOPE

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PLAN

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LIMITS OF RAMP

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MAXIMUM SLOPE = 2%

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AutoCAD SHX Text NOTE: 1. TOP OF CURB (TC) AND TOP OF CURB (TC) AND TOP OF RAMP ELEVATIONS SHOWN ARE IN RELATION TO THE GUTTER AND ARE LOCATED RADIALLY. GUTTER = 0" 2. SEE STANDARD VA DETAIL SEE STANDARD VA DETAIL 32 05 23-18 "CONCRETE SIDEWALK" FOR JOINT REQUIREMENTS. 3. WHEN CURB HEIGHTS OF WHEN CURB HEIGHTS OF GREATER THAN 7" [180mm] ARE SHOWN ON PLANS, SEE PLANS AND ADA REQUIREMENTS. 4. REFER TO SHEET 3 OF 5 REFER TO SHEET 3 OF 5 FOR RAMP SURFACE FINISH.

AutoCAD SHX Text TYPE 2 CURB, H=6" [150mm] PER STANDARD VA DETAIL 32 05 23-17 "CONCRETE VERTICLE CURB AND TERMINAL SECTION" OR BARRICADE RAILING PER STANDARD VA DETAIL 32 05 23-04 "CONCRETE POST BARRICADE" REQUIRED ONLY WHEN NOTED ON PLANS IN ORDER TO RESTRICT VEHICULAR TRAFFIC.

AutoCAD SHX Text 6'-6" [2m] SIDEWALK RAMP WIDTH

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VARIES

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AutoCAD SHX Text TC=7" [760mm]

AutoCAD SHX Text TOP OF RAMP=3" [75mm]

AutoCAD SHX Text TRANSITION TO MATCH EXIST. CURB AND GUTTER AND SIDEWALK. EXISTING DIMENSIONS MAY VARY SEE PLANS

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SIDEWALK RAMP CONTROL POINT SEE PLANS

AutoCAD SHX Text TOP OF RAMP=3 1/2" [90mm]

AutoCAD SHX Text TOP OF RAMP=3" [75mm]

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RADIUS PER PLANS

AutoCAD SHX Text TOP OF RAMP= 7 5/8" [195mm]

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PER PLANS

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CURB AND GUTTER

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TRUNCATED DOMES DETECTABLE WARNING STRIP

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CURB ACESS RAMP - LIMITED RIGHT-OF-WAY

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ELEVATION DEPRESSED CURBE AT SIDEWALK RAMP

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CHORD

AutoCAD SHX Text NOTE: REFER TO VA STANDARD DETAIL 32 05 23-20 "TRUNCATED DOME TACTILE - WARNING STRIP" FOR ADDITIONAL INFORMATION.

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LOCATE CURB ACCESS RAMP TO ALIGN WITH CROSSWALK

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AutoCAD SHX Text NOTES: 1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES. 2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' [4572mm] OR AT A SPACING THAT MATCHES THE ADJACENT CURB. 4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. 5. SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB. 6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH IN A TRANSVERSE DIRECTION. 7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.

AutoCAD SHX Text 1" [25mm] SCORED OR SAWCUT CONTRACTION JOINT.

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TOP OF CURB

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SECTION A-A

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DETAIL

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PLAN - TILE

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REFLECTED PLAN - TILE

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AutoCAD SHX Text [76mm]

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TILE FILLED WITH STRUCTURAL POLYMER CONCRETE

AutoCAD SHX Text 0.625" [16mm] HOLEEMBEDMENT FLANGES AS SHOWN IN PLAN

AutoCAD SHX Text [2mm]

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AutoCAD SHX Text 90° POINTS0.045" [1mm] HIGH

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AutoCAD SHX Text [11mm]

AutoCAD SHX Text [11mm]

AutoCAD SHX Text [32mm]

AutoCAD SHX Text [42mm]

AutoCAD SHX Text [42mm]

AutoCAD SHX Text [625mm]

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AutoCAD SHX Text [24mm]

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AutoCAD SHX Text B

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AutoCAD SHX Text A

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SEE DETAIL RIGHT

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AutoCAD SHX Text DETECTABLE WARNING NOTES: THE DETECTABLE WARNING STRIP MUST COVER THE ENTIRE WIDTH OF THE RAMP OPENING, EXCLUDING THE WINGS. ALL DOMES MUST BE ALIGNED IN THE DIRECTION OF TRAVEL. ONE CORNER OF THE LEADING EDGE OF THE DETECTABLE WARNING MAY BE MORE THAN 5 FEET FROM THE BACK OF THE CURB. WHEN LOCATED ALONG A CURB RETURN, THE LEADING EDGE OF THE DETECTABLE WARNING MAY BE DEIFNED BY THE CHORD DRAWN BETWEEN THE LEADING EDGES OF THE RAMP OPENING.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

C-003

Fi le

P at h

/9 /2

:5

3:

A M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VNDate:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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Approved:

VA FORM 08 - 6231

A

Fi le

P at h

FOR REFERENCE ONLY

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

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A

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GPRevisions: Date:

WEST PALM BEACH VA MEDICAL CTR

10/28/2022

7305 North Military Trail West Palm Beach, FL 33410-6400 561-422-8262

WEST PALM BEACH VA MEDICAL CENTER

Date:Revisions: Date:

GP 10-28-22

STANDARD DETAILS IMPROVE WALKING PATHCONCEPT 548-22-152

VA FURNISHED CONTRACTOR INSTALLED (VC)

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SIDEWALK

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TOP OF CURB

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GUTTER

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PAVEMENT

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WALK FLUSH WITH CURB

AutoCAD SHX Text 1/2" [13mm] EXPANSION JOINT

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COMBINATION CURB-WHEEL STOP

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TOP OF CURB

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AutoCAD SHX Text 4" [102mm] PAINTED DIAGONAL LINES

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CROSS SLOPE OF GUTTER SAME AS PAVEMENT

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CURB & GUTTER

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BENCH DETAIL

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Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

C-004

Fi le

P at h

/9 /2

:5

3:

A M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Date:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

FOR REFERENCE ONLY

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 RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date:

WEST PALM BEACH VA MEDICAL CTR7305 North Military Trail West Palm Beach, FL 33410-6400 561-422-8262

WEST PALM BEACH VA MEDICAL CENTER

Date:Revisions: Date:

VC FITNESS EQUIPMENT IMPROVE WALKING PATH

VN GP10/28/2022

GP 10-28-22

CONCEPT 548-22-152

VA FURNISHED CONTRACTOR INSTALLED (VC) VA FURNISHED CONTRACTOR INSTALLED (VC)

VA FURNISHED CONTRACTOR INSTALLED (VC) VA FURNISHED CONTRACTOR INSTALLED (VC)

VA FURNISHED CONTRACTOR INSTALLED (VC)

VA FURNISHED CONTRACTOR INSTALLED (VC)

VA FURNISHED CONTRACTOR INSTALLED (VC)

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BALANCE BEAM

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PULL UP AND DIP STATION

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10.4'

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66.6'

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S

A PORTION OF THE VETERANS ADMINISTRATION HOSPITAL IN RIVIERA BEACH, FLORIDA.

LYING IN THE SOUTHWEST 1/4 OF SECTION 25, TOWNSHIP 42 SOUTH, RANGE 42 EAST.

FOR THE FIRM

FLORIDA CERTIFICATION No. 4817

GARY P. WILLIAMS, R.L.S.

F.R.S. AND ASSOCIATES, INC.

WE HEREBY STATE THAT THE MAP OF SURVEY SHOWN HEREON IS A TRUE AND

CORRECT REPRESENTATION OF THE NEWLY CONSTRUCTED FEATURES, MADE UNDER

OUR DIRECTION, AND IS ACCURATE TO THE BEST OF OUR KNOWLEDGE AND BELIEF.

THE UNDERSIGNED HEREBY CERTIFIES THAT THIS SURVEY CONFORMS TO THE

STANDARDS OF PRACTICE AS OUTLINED IN CHAPTER 5J-17, F.A.C. AS THEY PERTAIN

TO A "TOPOGRAPHICAL SURVEY" ADOPTED BY THE FLORIDA BOARD OF

PROFESSIONAL SURVEYORS & MAPPERS, PURSUANT TO SECTION 472.027, FLORIDA

STATUTES. NOT VALID UNLESS SEALED WITH SURVEYOR'S EMBOSSED SEAL AND

SIGNATURE.

LA

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T. C. MULLIN

SHEET:

JOB NUMBER:

APPROVED BY:

G. P. WILLIAMS

FIELD BOOK/PAGES

GPS COLLECTED

DRAWN BY:

SCALE:

1" = 80'

DATE:

07/06/2022

R E V

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1. BEARINGS SHOWN HEREON REFER TO S 00° 45' 23" E ALONG THE EAST

SECTION LINE OF SECTION 31, TOWNSHIP 34 SOUTH, RANGE 36 EAST, STATE

PLANE GRID SYSTEM. ALL OTHER BEARINGS ARE RELATIVE THERETO.

2. ALL DISTANCES AND BEARINGS SHOWN HEREON ARE GRID DISTANCES AND

GRID BEARINGS AND ARE SHOWN IN U.S. SURVEY FEET.

3. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS FIRM FOR

RIGHTS-OF-WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF

RECORD THAT MAY AFFECT THE SUBJECT SITE.

4. ALL UNDERGROUND UTILITIES WERE LOCATED BY BLOOD HOUND

UNDERGROUND UTILITY LOCATORS AND SHOWN ON SURVEY.

5. ELEVATIONS SHOWN HEREON REFER TO THE NORTH AMERICAN VERTICAL

DATUM OF 1988 (N.A.V.D. '88).

6. COORDINATES SHOWN HEREON REFER TO THE STATE PLANE COORDINATE

SYSTEM 1983 DATUM WITH THE 2011 ADJUSTMENT FOR FLORIDA EAST ZONE.

7. HORIZONTAL AND VERTICAL CONTROL USED: NATIONAL GEODETIC SURVEY

(NGS) MONUMENTS "E-535" NORTHING = 763,507.27, EASTING = 673,808.63,

ELEVATION = 6.739; "FLGPS65" NORTHING = 763,067.69, EASTING = 661,808.81,

ELEVATION = 5.967.

8. THIS SURVEY WAS PERFORMED UTILIZING TRIMBLE REAL TIME KINEMATIC

GPS (RTK GPS) SURVEY EQUIPMENT FOR THE HORIZONTAL AND VERTICAL

INFORMATION SHOWN HEREON.

SHEET 3 OF 11SHEET 2 OF 11

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E:\Survey Jobs\VA Hosp\Civil 3D Drawings\17-006.B VA HospitalTopo Survey.dwg, 12/15/2022 10:12:36 AM, AutoCAD PDF (High Quality Print).pc3, FRS & ASSOCIATES, INC, (561) 478-7178

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JOB NUMBER:

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G. P. WILLIAMS

FIELD BOOK/PAGES

GPS COLLECTED

DRAWN BY:

SCALE:

1" = 20'

DATE:

07/06/2022

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CATCH BASIN

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CATCH BASIN

RIM EL. 17.17

INV. EL. 13.17 (NE)

INV. EL. 13.17 (SW)

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CATCH BASIN

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INV. EL. = 6.52 (S) 24" R.C.P.

24" R.C.P. OUTFALL

INV. EL. = 6.05

E:\Survey Jobs\VA Hosp\Civil 3D Drawings\17-006.B VA HospitalTopo Survey.dwg, 12/15/2022 10:12:46 AM, AutoCAD PDF (High Quality Print).pc3, BUS

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T. C. MULLIN

SHEET:

JOB NUMBER:

APPROVED BY:

G. P. WILLIAMS

FIELD BOOK/PAGES

GPS COLLECTED

DRAWN BY:

SCALE:

1" = 20'

DATE:

07/06/2022

R E V

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= EXISTING UNKNOWN LINEUNK

= EXISTING GAS LINEGAS

= WIRE PULL BOX

= EMERGENCY CALL BOXECB

WPB

E:\Survey Jobs\VA Hosp\Civil 3D Drawings\17-006.B VA HospitalTopo Survey.dwg, 12/15/2022 10:12:49 AM, AutoCAD PDF (High Quality Print).pc3, TO

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JOB NUMBER:

APPROVED BY:

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FIELD BOOK/PAGES

GPS COLLECTED

DRAWN BY:

SCALE:

1" = 20'

DATE:

07/06/2022

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CATCH BASIN

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CATCH BASIN

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INV. EL. 12.31 (SE)

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CATCH BASIN

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INV. EL. 12.76 (NW)

FDC

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= SIAMESE CONNECTION

= WATER SPRINKLER VALVE

= WATER GATE VALVE

= FIRE HYDRANT

= CABLE TELEVISION RISER

= CURB INLET

= CATCH BASIN

= POSTED SIGNS

= ELECTRIC BOX

= CONCRETE LIGHT POLE

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= EXISTING UNKNOWN LINEUNK

= EXISTING GAS LINEGAS

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= EMERGENCY CALL BOXECB

WPB

E:\Survey Jobs\VA Hosp\Civil 3D Drawings\17-006.B VA HospitalTopo Survey.dwg, 12/15/2022 10:12:53 AM, AutoCAD PDF (High Quality Print).pc3, BU

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SHEET:

JOB NUMBER:

APPROVED BY:

G. P. WILLIAMS

FIELD BOOK/PAGES

GPS COLLECTED

DRAWN BY:

SCALE:

1" = 20'

DATE:

07/06/2022

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INV. EL. 11.60 (SW)

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INV. EL. 13.04 (SE)

INV. EL. 16.09 (S)

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FDC

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= CURB INLET

= CATCH BASIN

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WPB

E:\Survey Jobs\VA Hosp\Civil 3D Drawings\17-006.B VA HospitalTopo Survey.dwg, 12/15/2022 10:12:56 AM, AutoCAD PDF (High Quality Print).pc3, HYD

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