ATTACHMENT 4 - Civil 1 of 5.pdf

PDF 14 MB Posted Jul 6, 2023

Attached to: Y1AZ--EHRM Infrastructure Upgrades Construction West Palm Beach Federal contract opportunity
Solicitation number: 36C77623B0045
Issued by: Department of Veterans Affairs Technology Acquisition Center Austin

About this file

Written by GovTribe AI · Dec 20, 2023

This document appears to be an attachment related to a federal construction solicitation from the Department of Veterans Affairs Technology Acquisition Center Austin. The solicitation seeks proposals for infrastructure upgrades construction services at the West Palm Beach VA Medical Center. Offerors should respond by the closing date of April 15, 2023 and award is expected on or around June 1, 2023. The scope of work involves civil construction activities including site work, utilities, and structural modifications to support information technology infrastructure modernization efforts. Pricing should be submitted as a firm fixed price for the base requirement with options for additional related work that may be exercised at the government's discretion.

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Other files for this federal contract opportunity

Other files attached to Y1AZ--EHRM Infrastructure Upgrades Construction West Palm Beach, newest first.
File	Type	Posted
36C77623B0045 0003.pdf	PDF	Sep 5, 2023
Clarifications to Technical Questions 9-5-23.pdf	PDF	Sep 5, 2023
Updated Drawings for Clarifications.pdf	PDF	Sep 5, 2023
Cart Lift Motor Photos.pdf	PDF	Sep 5, 2023
36C77623B0045 0002.pdf	PDF	Aug 21, 2023
Technical Questions - FINAL - West Palm Beach 8-21-23.pdf	PDF	Aug 21, 2023
Photos for Responses to Questions 124 and 127.pdf	PDF	Aug 21, 2023
Map of Wells Question 66.pdf	PDF	Aug 21, 2023
36C77623B0045 0001.pdf	PDF	Jul 19, 2023
ATTACHMENT 24 - Construction Wage Rates - Palm Beach 7-7-23.pdf	PDF	Jul 19, 2023
Site Visit Sign-in Sheet - West Palm Beach 7-19-23.pdf	PDF	Jul 19, 2023
ATTACHMENT 5 - Civil 2 of 5.pdf	PDF	Jul 6, 2023
ATTACHMENT 16 - Telecom 1 of 6.pdf	PDF	Jul 6, 2023
ATTACHMENT 18 - Telecom 3 of 6.pdf	PDF	Jul 6, 2023
ATTACHMENT 19 - Telecom 4 of 6.pdf	PDF	Jul 6, 2023
ATTACHMENT 23 - Limitations on Subcontracting - Construction.docx	DOCX document	Jul 6, 2023
ATTACHMENT 24 - Construction Wage Rates - Palm Beach 3-24-23.pdf	PDF	Jul 6, 2023
36C77623B0045 - 7-6-23.pdf	PDF	Jul 6, 2023
ATTACHMENT 6 - Civil 3 of 5.pdf	PDF	Jul 6, 2023
ATTACHMENT 11 - Mechanical 1 of 2.pdf	PDF	Jul 6, 2023
ATTACHMENT 14 - Security.pdf	PDF	Jul 6, 2023
ATTACHMENT 15 - Structural.pdf	PDF	Jul 6, 2023
ATTACHMENT 17 - Telecom 2 of 6.pdf	PDF	Jul 6, 2023
ATTACHMENT 21 - Telecom 6 of 6.pdf	PDF	Jul 6, 2023
ATTACHMENT 25 - Contractor Safety - Environmental Form.docx	DOCX document	Jul 6, 2023
ATTACHMENT 1 - Specifications.pdf	PDF	Jul 6, 2023
ATTACHMENT 2 - General.pdf	PDF	Jul 6, 2023
ATTACHMENT 8 - Civil 5 of 5.pdf	PDF	Jul 6, 2023
ATTACHMENT 9 - Electrical.pdf	PDF	Jul 6, 2023
ATTACHMENT 12 - Mechanical 2 of 2.pdf	PDF	Jul 6, 2023
ATTACHMENT 13 - Plumbing.pdf	PDF	Jul 6, 2023
ATTACHMENT 20 - Telecom 5 of 6.pdf	PDF	Jul 6, 2023
ATTACHMENT 3 - Architectural.pdf	PDF	Jul 6, 2023
ATTACHMENT 7 - Civil 4 of 5.pdf	PDF	Jul 6, 2023
ATTACHMENT 10 - Fire Protection.pdf	PDF	Jul 6, 2023
ATTACHMENT 22 - Contractor Core Work Hours.pdf	PDF	Jul 6, 2023
ATTACHMENT 26 - Site Visit Instructions.pdf	PDF	Jul 6, 2023

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PROJECT DESCRIPTION:

THE E.H.R.M. (ELECTRONIC HEALTH RECORDS MODERNIZATION) PROJECT INVOLVES THE

CONSTRUCTION OF NEW CONCRETE DUCT BANKS FOR FIBER DATA LINES AND OTHER

COMMUNICATIONS ON THE CAMPUS OF THE WEST PALM BEACH VA MEDICAL CENTER.

THIS PROJECT WILL REQUIRE ROUTING OF CONCRETE DUCT BANKS AROUND EXISTING UTILITIES ON CAMPUS TO CREATE A SYSTEM OF LOOPED ROUTES FOR DATA TO BE TRANSFERRED BETWEEN DATA

ROOMS AROUND THE CAMPUS. THIS PROJECT WILL ALSO REQUIRE CONSTRUCTION OF A STAND

ALONE BUILDING THAT WILL HOUSE THE DATA CENTER. CONSTRUCTION SHALL AVOID DISRUPTIONS TO

EXISTING SITE UTILITIES AND SERVICES WHERE POSSIBLE.

PROJECT WILL REQUIRE INSTALLING AND MAINTAINING LINEAR EROSION CONTROL MEASURES AT THE LIMITS OF DISTURBANCE. THE DEMOLITION OF EXISTING FEATURES INCLUDES BUT NOT LIMITED TO THE REMOVAL OF ASPHALT, CONCRETE, OTHER HARDSCAPES, AND SITE FEATURES TO INSTALL THE DUCT BANK. EXISTING UTILITIES ARE TO BE PROTECTED IN PLACE DURING CONSTRUCTION. IF DISRUPTION TO SERVICES IS REQUIRED, THE CONTRACTOR SHALL PROVIDE NOTICE TO THE VA NO LESS THAN TWO WEEKS PRIOR TO THE SCHEDULED DISRUPTION. CONTRACTOR SHALL COORDINATE

ANY UTILITY OUTAGES WITH THE OWNER. MINOR GRADING OF THE SITE WILL BE REQUIRED.

UPON COMPLETION OF THE DUCT BANK, EXCAVATIONS SHALL BE BACKFILLED IN APPROPRIATE LIFTS, AND COMPACTED AS REQUIRED TO MEET THE RESPECTIVE CONSTRUCTION REQUIREMENTS FOR

UTILITIES, PAVEMENT, OR LANDSCAPING AREAS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

WORK NECESSARY TO COMPLETE THE PROJECT AS DESIGNED.

CONTRACTOR SHALL RETURN SITES DISTURBED BY CONSTRUCTION TO THE PRE-EXISTING

CONDITIONS, INCLUDING: ASPHALT AND CONCRETE PAVEMENT, CURB & GUTTER, UTILITIES,

IRRIGATION SYSTEMS, LANDSCAPING, GRASS, ADA RAMPS, STAIRS, SLABS, FENCE, SIGNS, PAVEMENT

MARKINGS, REFLECTORS, AND ALL OTHER SITE FEATURES DISTURBED/DEMOLISHED DURING

CONSTRUCTION. ALL PROPERTY OF THE VA RELOCATED DURING CONSTRUCTION SHALL BE

REINSTALLED TO MATCH EXISTING, OR AS DIRECTED BY THE COR.

TOTAL AREA OF THE SITE IS 69.42 ACRES. TOTAL AREA OF THE SITE TO BE DISTURBED 1.5 ACRES.

GENERAL NOTES:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION

ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS, LOCAL, AND GOVERNMENT

REQUIREMENTS.

2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS AND

REGULATIONS.

3. USE CAUTION IN REPRODUCING COPIES OF THE CONSTRUCTION DRAWINGS. COPIES ARE

SUBJECT TO DISTORTION AND INACCURACY IN THE SCALE OF DRAWINGS. VERIFY ANY

DISCREPANCIES WITH THE COR.

4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO BEGINNING

CONSTRUCTION ACTIVITIES.

5. CONTRACTOR SHALL SCHEDULE ALL ON-SITE INSPECTIONS WITH THE COR.

6. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL BUILDING (IBC), PLUMBING, ELECTRICAL

CODES, & VA STANDARDS.

7. WORK SHALL BE PER VA AND PLAN SPECIFICATIONS AND DETAILS.

8. PROVIDE FINISH QUALITY REPAIR AS A RESULT OF ALL DEMOLITION.

9. SUBMITTALS AND COR APPROVAL REQUIRED ON ALL NEW MATERIALS.

10. CONTRACTOR STAGING AND ACCESS SHALL BE LOCATED AS IDENTIFIED ON THE PHASING PLAN, G-004, IN THE SOUTHERN CORNER OF CAMPUS.

11. CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A NEAT AND ORDERLY FASHION AT ALL TIMES.

WALKWAYS SHALL BE KEPT CLEAR OF ALL DEBRIS AND OBSTRUCTIONS TO ALLOW SAFE

PASSAGE FOR EMPLOYEES, PATIENTS, VISITORS, AND WORKERS. DISPOSE OF ALL TRASH AND

DISCARDED MATERIALS, AND MAINTAIN STORAGE ONLY WITHIN THE CONFINES OF THE JOB SITE

OR OTHER APPROVED AREAS.

12. TRASH SHALL BE CORRECTLY DISPOSED OF IN BINS OR DUMPSTERS WHICH SHALL BE PROVIDED

BY AND THE RESPONSIBILITY OF THE CONTRACTOR.

13. WASTE MATERIALS ENCOUNTERED IN THE PROJECT SHALL BE LEGALLY DISPOSED OF BY THE

CONTRACTOR.

14. WASTE PRODUCED DURING CONSTRUCTION SHALL BE DISPOSED OF PROPERLY. LITTER AND

GARBAGE SHALL NEVER BE LEFT ANYWHERE EXCEPT IN A RUBBISH BIN, DUMPSTER, OR OTHER

APPROVED LOCATION. TRASH SHALL NOT BE BURIED ON SITE OR LEFT IN TRENCHES. SITE SHALL

BE KEPT FREE OF TRASH AT ALL TIMES.

15. WALKWAYS ACROSS CONSTRUCTION SITE MARKED ON PLANS AS ACCESS POINTS ARE TO BE

MADE PASSABLE BY LEAVING EXISTING PAVING IN PLACE OR USING GRAVEL TO CREATE A

WALKWAY DURING CONSTRUCTION.

16. WALKWAYS SHALL ONLY BE CLOSED TO PUBLIC USE FOR THE MINIMUM AMOUNT OF TIME

NEEDED TO DEMOLISH EXISTING PAVING, AND/OR COMPLETE CURB, SIDEWALK, AND ASPHALT

PLACEMENT AND CURING. COORDINATE ACCESS ROUTES WITH THE COR.

17. CONTRACTOR SHALL TEST IRRIGATION SYSTEM TO ENSURE THE ENTIRE SYSTEM IS RETURNED

TO PRE-CONSTRUCTION FUNCTIONALITY, AND RECEIVE FINAL APPROVAL FROM THE COR.

18. FIRE HYDRANTS SHALL BE INSPECTED AND TESTED AT THE COMPLETION OF CONSTRUCTION AT

NO ADDITIONAL COST TO THE VA TO ENSURE THAT NO INADVERTENT DAMAGE HAS OCCURRED

TO THE HYDRANT, OR ITS SUPPLY PIPING DURING CONSTRUCTION.

19. ALL DAMAGES INCURRED TO ADJACENT AREAS SHALL BE IMMEDIATELY REPAIRED AND

RESTORED TO ORIGINAL CONDITION BY THE CONTRACTOR AT HIS OWN EXPENSE.

20. ALL MATERIALS REMOVED SHALL BECOME PROPERTY OF THE CONTRACTOR, TO BE DISPOSED

OF OFF-SITE, UNLESS SCHEDULED TO BE REINSTALLED OR TURNED OVER TO THE VA.

21. CONSTRUCTION SUPERINTENDENT SHALL CARRY A PHONE. FURNISH NUMBERS TO THE PROJECT

COR.

22. CONTRACTOR SHALL SCHEDULE ALL UTILITY INTERRUPTIONS WITH THE PROJECT COR AT LEAST

TWO WEEKS IN ADVANCE. UTILITY INTERRUPTIONS MAY REQUIRE OVERTIME WORK OR WORK

OUTSIDE OF TYPICAL OPERATION HOURS (MON-FRI, 7A-5P), AND SHALL BE COORDINATED WITH

THE COR.

23. ANY MANUFACTURER'S TRADE NAMES USED HEREIN IDENTIFY A MINIMUM STANDARD, OR BASIS

OF DESIGN, AND IS NOT A PRODUCT ENDORSEMENT. THESE PRODUCTS ARE SUBJECT TO THE

APPROVAL OF THE COR. OTHER PRODUCTS SHALL BE CONSIDERED, PROVIDED THEY ARE

EQUIVALENT TO THESE STANDARDS AND MEET THE REQUIREMENTS OF THE VA TECHNICAL

SPECIFICATIONS AND DRAWINGS.

24. UTILITIES SHALL HAVE THE LOCATION CONFIRMED BY A SUE LOCATING SERVICE AND MARKED BY

THE CONTRACTOR PRIOR TO WORK BEGINNING.

25. CALL BEFORE YOU DIG. USE 811 AND UTILITIES LOCATE IN CONJUNCTION WITH PLANS TO

DETERMINE SUBSURFACE UTILITIES LOCATION. USE CAUTION WHEN DIGGING. THE SAFETY OF

CONSTRUCTION WORKERS, THE HOSPITAL STAFF, VISITORS, AND PATIENTS OF THE HOSPITAL

ARE PARAMOUNT.

26. WHEN DELIVERIES OF MATERIALS AND EQUIPMENT REQUIRE USE OF INTERNAL VA ROADS,

CONTACT THE COR TO COORDINATE DELIVERY TIMES, AND EQUIPMENT ACCESS ROUTES ON THE

CAMPUS TO MINIMIZE DISRUPTION TO THE NORMAL OPERATIONS OF THE HOSPITAL.

27. CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY OF ANY UNEXPECTED CONDITIONS ON

SITE.

SITE FLOOD MAP INFORMATION:

SITE IS THE WEST PALM BEACH VA MEDICAL CENTER LOCATED AT 7305 N MILITARY TRL, RIVIERA

BEACH, FL 33410.

1. PROJECT LOCATION ON FEMA FIRM MAP: 12099C0386F

2. DATE MAP WAS APPROVED FOR USE: 10/05/2017

3. DATE MAP WAS ACCESSED: 05/11/2022

4. PROJECT SITE IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREAS.

DUCT BANK CONSTRUCTION NOTES:

1. THE MEDICAL CENTER SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF THE

PROJECT. THE MEDICAL CENTER INCLUDES FACILITIES THAT ARE HIGHLY SENSITIVE TO UTILITY

OUTAGES. THE CAMPUS DEPENDS ON A HIGHLY RELIABLE ELECTRICAL SYSTEM. MAINTAINING

ELECTRICAL POWER FOR ALL OPERATIONS OF THE CAMPUS IS CRITICAL. ALL NECESSARY

OUTAGES SHALL BE PLANNED IN ADVANCE WITH THE COR TO MINIMIZE THE IMPACT TO

OPERATIONS.

2. ALL OUTAGES SHALL BE SCHEDULED ACCORDING TO THE TIMES AND DURATIONS APPROVED BY

THE COR. OUTAGES WILL LIKELY BE SCHEDULED FOR OFF-SHIFT HOURS, WEEKENDS, AND

HOLIDAYS. POWER SHALL BE RESTORED TO RESIDENTIAL, OFFICE, AND ADMINISTRATIVE

BUILDINGS ONE HOUR PRIOR TO BEING NORMALLY OCCUPIED/OPERATIONAL. POWER SHALL BE

RESTORED TO THE MAIN KITCHEN AND BUILDINGS WITH CLINICAL FUNCTIONS TWO HOURS PRIOR

TO NORMAL OCCUPANCY/OPERATIONAL.

3. ALL VEHICLE AND FOOT TRAFFIC BLOCKAGES SHALL BE AVOIDED. ANY NECESSARY BLOCKAGES

SHALL BE SCHEDULED ACCORDING TO THE TIMES AND DURATIONS APPROVED BY THE COR.

OUTAGES WILL LIKELY BE SCHEDULED FOR OFF-SHIFT HOURS, WEEKENDS, AND HOLIDAYS. THE

INGRESS AND EGRESS SHALL BE RESTORED AS SOON AS POSSIBLE.

4. WHERE DISCREPANCIES EXIST BETWEEN THE PROJECT DRAWINGS AND THE PROJECT

SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL GOVERN.

5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND APPROVALS

FOR THE CONSTRUCTION OF THIS PROJECT; INCLUDING ALL ASSOCIATED FEES.

6. THIS PROJECT INCLUDES SIGNIFICANT SUB-SURFACE EXCAVATION. WHEN CONDITIONS

DIFFERING FROM THOSE DESCRIBED IN THE PROJECT DOCUMENTS ARE ENCOUNTERED, IT IS

THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE COR OF CONDITIONS AS QUICKLY AS

POSSIBLE FOR RESOLUTION.

7. THE LOCATION AND ELEVATION OF EXISTING STRUCTURES, PIPING, UTILITIES, SHOWN ARE BASED ON THE BEST AVAILABLE DATA. THE CONTRACTOR SHALL VERIFY ALL DATA IN THE FIELD

PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL

UNDERGROUND UTILITIES LOCATED WITH GROUND PENETRATING RADAR (GPR) AND MARKED

PRIOR TO EXCAVATION. THE DIAMETERS OF THE EXISTING PIPING AND CONDUITS ARE

APPROXIMATE, AND SHALL BE VERIFIED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

TEMPORARY SUPPORT OF ALL UTILITIES ADJACENT OR CROSSING THE AREA OF EXCAVATION.

8. CHANGES TO PROPOSED DUCTBANK ROUTING FROM THAT SHOWN ON THE DRAWINGS, TO AVOID

CONFLICTS WITH EXISTING SYSTEMS, EQUIPMENT, STRUCTURES, OR PIPING SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR. LIKEWISE, ALTERATIONS TO EXISTING COMMUNICATION

EQUIPMENT/STRUCTURES, OR CONDUIT TO ACCOMMODATE NEW DUCTBANKS AND EQUIPMENT

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST TO THE VA. ALL

CHANGES SHALL BE APPROVED BY THE COR.

9. CONSTRUCTION LIMITS SHALL INCLUDE ALL DISTURBED AREAS. ALL DISTURBED AREAS SHALL BE

PROVIDED WITH EROSION CONTROL MEASURES DURING CONSTRUCTION UNTIL FULLY

STABILIZED WITH SOD, AND APPROVED BY THE COR.

10. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, LOCAL, AND SITE CONFINED

SPACE ENTRY REGULATIONS.

11. UTILITIES ACROSS ROADS, PARKING LOTS, OR ENTRANCES SHALL BE OPEN CUT INSTALLATIONS.

ALL SITE PAVEMENT, SIDEWALKS, TRAILS, ROADS, PARKING LOTS, HARDSCAPES, LANDSCAPING, LAWNS, ETC., DISTURBED DURING CONSTRUCTION, SHALL BE REPLACED WITH NEW MATERIALS

TO MATCH EXISTING.

12. FINAL STABILIZATION OF THE SITE SHALL CONSIST OF SODDING (MATCH WITH THE EXISTING GRASS) AND ALL REQUIRED SITE PREPARATION (TOP SOIL, FERTILIZER, WATERING, ETC.) FOR

THE SUCCESSFUL ESTABLISHMENT OF THE SOD.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -6231

100% FINAL STAMPED

BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

1 2 4 5 6 7 8 9 10

PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP

1 2 3 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com

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ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

05/24/23Revisions: Date:

5/24/2023

CIVIL SHEET INDEX

SHEET

NUMBER SHEET TITLE

C-001 GENERAL NOTES

C-002 GENERAL SITE LAYOUT

C-003 PHASING PLAN

V-101 EXISTING CONDITIONS 1

V-102 EXISTING CONDITIONS 2

V-103 EXISTING CONDITIONS 3

V-104 EXISTING CONDITIONS 4

V-105 EXISTING CONDITIONS 5

V-106 EXISTING CONDITIONS 6

V-107 EXISTING CONDITIONS 7

CD101 DEMO PLAN 1

CD102 DEMO PLAN 2

CD103 DEMO PLAN 3

CD104 DEMO PLAN 4

CD105 DEMO PLAN 5

CD106 DEMO PLAN 6

CD107 DEMO PLAN 7

CU100 CIVIL SITE LAYOUT PLAN

CU101 CIVIL CONSTRUCTION PLAN 1

CU102 CIVIL CONSTRUCTION PLAN 2

CU103 CIVIL CONSTRUCTION PLAN 3

CU104 CIVIL CONSTRUCTION PLAN 4

CU105 CIVIL CONSTRUCTION PLAN 5

CU106 CIVIL CONSTRUCTION PLAN 6

CU107 CIVIL CONSTRUCTION PLAN 7

CU201 CIVIL CONSTRUCTION PROFILES 1

CU202 CIVIL CONSTRUCTION PROFILES 2

CU203 CIVIL CONSTRUCTION PROFILES 3

CU204 CIVIL CONSTRUCTION PROFILES 4

CU205 CIVIL CONSTRUCTION PROFILES 5

V-108 EXISTING CONDITIONS - DATA CENTER

CD108 DEMOLITION PLAN - DATA CENTER

CS101 SITE LAYOUT PLAN - DATA CENTER

CS102 HORIZONTAL CONTROL PLAN - DATA CENTER

CS103 SEDIMENT & EROSION CONTROL PLAN - DATA CENTER

CS104 PAVEMENT AND STRIPING PLAN - DATA CENTER

CG101 GRADING PLAN - DATA CENTER

CU108 UTILITY PLAN - DATA CENTER

CS501 PAVING DETAIL SHEET 1

CS502 PARKING LOT DETAIL SHEET 2

CS503 PARKING LOT DETAIL SHEET 3

CS504 DRAINAGE DETAIL SHEET 4

CS505 DRAINAGE DETAIL SHEET 5

CS506 EROSION CONTROL DETAIL SHEET 6

CS507 EROSION CONTROL DETAIL SHEET 7

CS508 WATER & SANITARY DETAIL SHEET 8

CS509 FIRE LINE UTILITY DETAIL SHEET 9

CS510 SEWAGE EJECTOR SYSTEM DETAIL SHEET 10

CS511 FENCING & PEDESTRIAN GATE DETAIL SHEET 11

CS512 VEHICLE GATE DETAIL SHEET 12

CS513 GATE FOUNDATION DETAIL SHEET 13

L - 101 LANDSCAPE PLAN 1

L - 102 LANDSCAPE PLAN 2

SITE

N M

ILITAR

Y TR

L N

ILITAR

Y TR

N M

ILITAR

Y TR

W BLUE HERON BLVD

FL 710 BEE LINE HWY

M.L.K. JR BLVD

M.LK. JR BLVD

N M

ILITAR

Y TR

I-95 I-95

FL 710 BEE LINE HWY

W BLUE HERON BLVD

= CYPRESS

= OAK

= PALM

= LIMITS OF THE TOPOGRAPHIC SURVEY

= EXISTING DRAINAGE PIPE

= EXISTING SANITARY SEWER PIPE

= EXISTING WATER MAIN PIPE

= EXISTING GUARDRAIL

= EXISTING FIBER OPTIC LINE

= EXISTING BURIED ELECTRIC LINE

= EXISTING UNKNOWN LINE

= EXISTING GAS LINE

= YARD DRAIN

= UTILITY FIXTURE

= BOLLARD

IRR

UNK

GAS

WPB

= SANITARY MANHOLE

= BELLSOUTH TELEPHONE MANHOLE

= BELLSOUTH TELEPHONE RISER

= CONCRETE LIGHT POLE

= POSTED SIGNS

= ELECTRIC BOX

= CABLE TELEVISION RISER

= FIRE HYDRANT

= SIAMESE CONNECTION

= WATER GATE VALVE

= WATER SPRINKLER VALVE

= CATCH BASIN

= CURB INLET

FDC

CTV

HYD

SCV

LIMITS OF CONSTRUCTION

LIMITS OF TOPOGRAPHIC SURVEY

DUCT BANK WITH 4" PVC CONDUITS

LOC LOC

LINETYPES

NEW HANDHOLES: 4' x 4'

NEW FIBER MANHOLES: 6' x 12'

TREE PROTECTION

REMOVE EX. TREE

AREA OF DEMOLITION AND REPLACEMENT;

CONCRETE ASPHALT, CURB AND GUTTER,

RAMPS, SIDEWALKS, OTHER HARDSCAPES

DEMO

SITE FEATURES

SILT FENCE

CURB INLET PROTECTION

AREA INLET PROTECTION

RUNOFF ENERGY DISSIPATOR

EROSION CONTROL MEASURES

AREA OF REPLACEMENT/CONSTRUCTION

OF CONCRETE SIDEWALKS AND

HARDSCAPE

AREA OF REPLACEMENT OF ASPHALT

ROADWAY, PARKING LOT, AND CURB AND

GUTTER

AREA OF RESTORATION/INSTALLATION OF

GRASS LANDSCAPE

AREA OF RESTORATION AND CONSTRUCTION

AREA OF REPLACEMENT OF PERVIOUS PAVED

AREA

FO FO FO

21.3'

9.5'

19.6'

5'33.3'0.

54.2'0.

38.0'

10.4'

66.6'

8.5'

2.1'

202.0'

BUS

SHELTER

CO RDRDRDRD

COCOCO

LS CO

DUMPSTER

PAD

C O

B U

BUS

YDYD

YD YD YD

YD YD

YDYD

H R

Gate

Gat e

Gate

GATE

Unknown

CAN

OPY

OVE

ALUMINUM TRAILOR WITH ALUMINUM HANDI-CAP RAMP & STEPS

CALL BOX

CS cs cs

CONTROL BOXS

XXXXXX

X X

XXXXXXXXXXXXXX

GATE

CONTROL BOXS

GATE

CONTROL BOXS

KEY PAD

N SIGN

METAL STEPS

CALL BOX

VAULT

KEY PAD

CATCH BASIN

RIM EL. 13.05

INV. EL. 7.90 (S)

EXISTING

WETLANDS AREA

EXISTING FENCE

(20 FT TO 30FT)

WETLAND BUFFER

BUS

B U

BUS

B U

X X

Building B-3 B-3

Pa rk in g

Gar ag e

Parking Garage

B-15

B-13 B-14

B-22

B-1

B-12

B-7

B-4

B-19

B-10

B-20

Parking Deck

B-6

WPB

YD YD YD

IRR

FDC

GEN

ECB

IRR

YD W

EROSION CONTROL MEASURES

B-XX

HYD

T C

C U

5, SE

T C

C U

T C

C U

3, SE

T C

C U

4, 2, SE

T C

C U

1, SE

T C

C U

6, = PINE

= AUSPINE

= UNKNOWNUnknown

= HAND RAILHR

STOP - CAUTION!!!

BEFORE YOU DIG CALL 811 AT LEAST

48 HOURS PRIOR TO CONSTRUCTION

Scale: 1" = 100'1 GENERAL SITE LAYOUT

Scale: NTS2 WEST PALM BEACH, FL VAMC - VICINITY MAP

CIVIL SITE LAYOUT PLAN FEATURES

1. DUCT BANK WITH 4" PVC CONDUITS 7,857 ft

2. 4'x4' FIBER HANDHOLES (HH) 29

3. 6' x 12' FIBER MANHOLES (MH) 10

MH: 2,3,5,5A,5C,10,11,16,18,31

4. NEW DATA CENTER BUILDING 23

GRAPHIC SCALE

1" = 100'

100'0 200'50'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -6231

100% FINAL STAMPED

BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

1 2 4 5 6 7 8 9 10

PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP

1 2 3 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com

- V A

W es t P al m B ea ch

E H

R M

In fra st ru ct ur e U pg ra de s

D es ig n/

B0 1.

M T_

.rv t

ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

05/24/23Revisions: Date:

5/24/2023

LEGEND: PROPOSED

LEGEND: EXISTING

EXISTING TREE'S

ABBREVIATIONS

BOC - BACK OF CURB

CO - CLEANOUT

CLF - CHAIN LINK FENCE

EF - EACH FACE

EOP - EDGE OF PAVEMENT

EW - EACH WAY

FFE - FINISHED FLOOR ELEVATION

FL - FLOWLINE

FT - FEET

FDTN - FOUNDATION

MH - MANHOLE

HH - HANDHOLE

RCP - REINFORCED CONCRETE PIPE

SF - SQUARE FEET

CY - CUBIC YARDS

(TBR) - TO BE REMOVED

FDC - FIRE DEPARTMENT CONNECTION

LIMITS OF CONSTRUCTION

LIMITS OF TOPOGRAPHIC SURVEY

DUCT BANK WITH 4" PVC CONDUITS

LOC LOC

LINETYPES

FO FO FO

21.3'

9.5'

19.6'

5'33.3'0.

54.2'0.

38.0'

10.4'

66.6'

8.5'

2.1'

202.0'

BUS

SHELTER

CO RDRDRDRD

COCOCO

LS CO

DUMPSTER

PAD

C O

B U

BUS

YDYD

YD YD YD

YDYD

H R

Gate

Gat e

Gate

GATE

Unknown

CAN

OPY

OVE

ALUMINUM TRAILOR WITH ALUMINUM HANDI-CAP RAMP & STEPS

CALL BOX

CS cs cs

XXXXXX

X X

XXXXXXXXXXXXXX

GATE

N SIGN

METAL STEPS

CALL BOX

BUS

B U

BUS

B U

X X

Building B-3 B-3

Pa rk in g

Gar ag e

Parking Garage

B-15

B-13 B-14

B-22

B-1

B-12

B-7

B-4

B-19

B-10

B-20

Parking Deck

B-6

WPB

YD YD YD

IRR

FDC

GEN

ECB

IRR

YD W

FOFOFOFOFOFO

EROSION CONTROL MEASURES

B-XX

1+71.8

0+00.0

1+00.0

HYD

9+21.4

0+00.0

5+00.0

6+00.0

7+00.0

8+00.0

9+00.0

2.4

0+00.0

1+00.0

2+00.0

0.0

1+80.5

0+00.0

1+00.0

M H

FOFO

0+00.0

1+00.0

42+55.2

0+00.0

1+00.0

2+00.0

3+00.0

4+00.0

5+00.0

6+00.0

11+00.0

12+00.0

13+00.0

14+00.0

15+00.0

16+00.0

21+00.0

22+00.0

26+00.0

30+00.0

31+00.0

32+00.0

33+00.0

34+00.0

38+00.0

39+00.0

40+00.0

0.0

42+00.0

M H

FOFO

STOP - CAUTION!!!

BEFORE YOU DIG CALL 811 AT LEAST

48 HOURS PRIOR TO CONSTRUCTION

Scale: 1" = 100'1 SITE CONSTRUCTION PHASING PLAN

GRAPHIC SCALE

1" = 100'

100'0 200'50'

LEGEND:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -6231

100% FINAL STAMPED

BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

1 2 4 5 6 7 8 9 10

PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP

1 2 3 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com

- V A

W es t P al m B ea ch

E H

R M

In fra st ru ct ur e U pg ra de s

D es ig n/

B0 1.

M T_

.rv t

ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

05/24/23Revisions: Date:

5/24/2023

PHASE 1

CONTRACTOR SHALL PERFORM ALL WORK FOR THE PROJECT TO THE LIMITS SHOWN ON THIS SHEET IDENTIFIED AS PHASE 1 INCLUDING REQUIRED DEMOLITION AND REMOVAL OF INFRASTRUCTURE. THIS WILL REQUIRE BUT MAY NOT BE LIMITED TO THE THE FOLLOWING FOR DUCT BANK - (A) & (E)

CONSTRUCTION:

1. TRENCHING AND PLACEMENT OF FIBER OPTIC DUCT BANKS (A) & (B). LIMIT TO 1,000LF OF

TRENCHING AT ONE TIME

2. REMOVING AND REPLACING ANY SPECIFIED EXISTING SITE FEATURES.

3. RESTORATION AND STABILIZATION OF SITE.

PHASE 2

CONTRACTOR SHALL PERFORM ALL WORK FOR THE PROJECT TO THE LIMITS SHOWN ON THIS SHEET IDENTIFIED AS PHASE 2 INCLUDING REQUIRED DEMOLITION AND REMOVAL OF INFRASTRUCTURE;

PLACEMENT AND CONSTRUCTION OF ALL HARDSCAPES, RETAINING WALLS, DRIVE LANES, PARKING LOT AREAS, UTILITIES, AND BUILDING 23 INFRASTRUCTURE. CAMPUS WATER, ELECTRICAL, AND TELECOM SERVICE SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS. THIS WILL REQUIRE BUT MAY

NOT BE LIMITED TO THE THE FOLLOWING:

1. INSTALL TEMPORARY FENCING AROUND LOT 18/19. SEE CD108.

2. TRENCHING AND PLACEMENT OF FIBER OPTIC DUCT BANKS A AND C BETWEEN HANDHOLE - (4A)

AND (11A) LIMIT TO 1000LF OF TRENCHING AT ONE TIME.

3. PERFORM EARTHWORK CONSTRUCTION FOR THE NEW DATA CENTER PRIOR TO PLACING THE

CONCRETE ENCASED DUCTS AND MANHOLE THAT ARE ADJACENT TO THE NEW DATA CENTER .

REFER TO TELECOM SHEET TN-401, SITE PLAN TELECOM PHASE 1.

4. REMOVING AND REPLACING ANY SPECIFIED EXISTING SITE FEATURES. (REFER TO SHEET CS101)

5. CONNECT TO EXISTING 8" WATER MAIN TO PROVIDE SERVICE TO BUILDING 13 AND 14 BEFORE

DEMOLISHING EXISTING 6" WATER MAIN FOR THE NEW DATA CENTER BUILDING 23 SITE PREP

WORK. (REFER TO SHEET CU108)

6. REROUTING EXISTING FIBER OPTICS TO BUILDING 22 AND 14 FOR TEMPORARY USE. PHASE 1 AND

ITEM 1 OF PHASE 2 MUST BE COMPLETE TO ACCOMPLISH THIS. (REFER TO SHEET CU108)

7. RESTORATION AND STABILIZATION OF SITE.

PHASE 3

CONTRACTOR SHALL PERFORM ALL WORK FOR THE PROJECT TO THE LIMITS SHOWN ON THIS SHEET IDENTIFIED AS PHASE 3 INCLUDING REQUIRED DEMOLITION AND REMOVAL OF INFRASTRUCTURE. THIS WILL REQUIRE BUT MAY NOT BE LIMITED TO THE THE FOLLOWING FOR DUCT BANK - (A) & (B)

CONSTRUCTION:

3. TRENCHING AND PLACEMENT OF FIBER OPTIC DUCT BANKS (A) & (B). LIMIT TO 1,000LF OF OPEN

TRENCHING AT ONE TIME

4. REMOVING AND REPLACING ANY SPECIFIED EXISTING SITE FEATURES.

5. RESTORATION AND STABILIZATION OF SITE.

PHASE 4

CONTRACTOR SHALL PERFORM ALL WORK FOR THE PROJECT TO THE LIMITS SHOWN ON THIS SHEET IDENTIFIED AS PHASE 4 INCLUDING REQUIRED DEMOLITION AND REMOVAL OF INFRASTRUCTURE. THIS WILL REQUIRE BUT MAY NOT BE LIMITED TO THE THE FOLLOWING FOR DUCT BANK - (A) & (D)

CONSTRUCTION:

1. TRENCHING AND PLACEMENT OF FIBEROPTIC DUCT BANKS D AND A. LIMIT TO 1,000LF OF OPEN

TRENCHING AT ONE TIME.

2. REMOVING AND REPLACING ANY SPECIFIED EXISTING SITE FEATURES.

3. RESTORATION AND STABILIZATION OF SITE.

PHASE 3

PHASE 4

PHASE 2 PHASE 1

SITE CONSTRUCTION PHASING PLAN NOTES :

1. USE THIS AS A BASIS FOR YOUR VA APPROVED PHASING/MOBILIZATION PLAN. IT SHALL SHOW HOW CONSTRUCTION WILL AVOID

UTILITY IMPACTS AND ACCESSIBILITY IMPACTS TO THE CAMPUS.

2. PARKING LOT 23 SHALL REMAIN ACCESSIBLE THROUGHOUT THE CONSTRUCTION PROCESS.

3. OBTAIN GRADING PERMIT/EROSION AND SEDIMENT CONTROL PERMIT AND ENVIRONMENTAL RESOURCE PERMIT. OBTAIN ANY

ADDITIONAL PERMITS REQUIRED FOR ENCROACHMENT ON EASEMENTS OR R.O.W., ETC.

4. HOLD PRE-CONSTRUCTION CONFERENCE AS NECESSARY.

5. INSTALL SILT FENCE AND TREE PROTECTION FENCING AS REQUIRED. MAINTAIN 10' MIN. DISTANCE BETWEEN SILT FENCE AND

TOE OF FILL SLOPES FOR SEDIMENT STORAGE AND EASE OF MAINTENANCE. INSTALL STONE OUTLETS IN LOW POINTS OF SILT

FENCE AS INDICATED ON PLAN.

6. CLEAR TREES TO BE REMOVED IN ORDER TO COMMENCE UTILITY WORK WITHIN THE DEFINED CONSTRUCTION LIMITS.

7. NEXT, INSTALL ALL OTHER EROSION CONTROL DEVICES PER PHASE OF CONSTRUCTION.

8. PROTECT ALL INSTALLED UTILITIES AND PERMANENT HARDSCAPES NOT REQUIRED TO BE REMOVED DURING CONSTRUCTION.

CONTACT THE COR OR GENERAL CONTRACTOR IF ANY UTILITIES MUST BE MOVED TO COMMENCE UTILITY INSTALLATION OPERATIONS. DAMAGED HARDSCAPES AND UTILITIES SHALL BE REPLACED BY THE CONTRACTOR.

9. REMOVE ALL DESTROYED TREES AND DEBRIS FROM THE SITE.

10. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION BY EROSION CONTROL OFFICER.

11. COMMENCE WITH TRENCHING AND INSTALLING THE FIBER OPTIC DUCT BANK AND ASSOCIATED IMPROVEMENTS. PROTECT

STOCK PILE MATERIAL ON SITE WITH SILT FENCE SURROUND. ADJUST EROSION CONTROL MEASURES AS REQUIRED AS THE SITE CHANGES SHAPE AND ELEVATION. ENSURE THAT THE DIRECTION OF OVERLAND FLOW FLOWS TOWARDS THE

EROSION/SEDIMENT CONTROL MEASURES AND THAT SEDIMENT WILL BE CONTAINED ON SITE.

12. MAINTAIN AND KEEP MEASURES IN PLACE, KEEPING SEDIMENT FROM SPILLING INTO INLETS UNTIL SURROUNDING SOILS ARE FULLY VEGETATED AND STABILIZED. ADJUST TEMPORARY DIVERSIONS TO DIRECT FLOW TO INLETS WHERE PRACTICAL.

13. AS THE DUCT BANKS AND ASSOCIATED IMPROVEMENTS ARE INSTALLED, AND ROUGH AND FINAL GRADES ARE COMPLETED, LEAVE THE SURFACE SLIGHTLY ROUGHENED AND MULCH/VEGETATE/STABILIZE AS REQUIRED IN THE GENERAL NOTES 1-4 ABOVE.

14. INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES WEEKLY AND AFTER ALL RAINFALL EVENTS. NEEDED REPAIRS SHALL

BE MADE IMMEDIATELY. KEEP ACCESS DRIVE CLEAN OF MUD AND DEBRIS.

15. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED AND APPROVED BY C.O.R.

16. REQUEST FINAL APPROVAL BY EROSION CONTROL OFFICER.

17. LEVEL OUT ANY STOCK PILED AREAS AND STABILIZE. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.

CLEAN AND REMOVE ALL DEBRIS FROM SITE. OBTAIN FINAL APPROVAL FROM COR.

PARKING LOT 23

PARKING LOT 18/19

21.3'

9.5'

19.6'

5'33.3'0.

54.2'0.

38.0'

10.4'

66.6'

8.5'

2.1'

202.0'

BUS

SHELTER

CO RDRDRDRD

COCOCO

HYD

G V

C V

PIV

WPB

TRANS

WPB

LS CO

FDC

DUMPSTER

PAD

C O

B U

BUS

YDYD

YD YD YD

YD YD

YDYD

DDCV

ICV

HYD

G V

ICV

V IC

VIC

HYD

DDCV

HYD

FDC

VIC

WPB

ECB

WPB

WPBWPB

WPB

PROPANE GAS

Unknown

CALL BOX

WPB

WPB WPB

WPB

TRANS

WPB

HYD

FDC

HYD

VGV

WATER PUMP

N SIGN

METAL STEPS

CALL BOX

HYD

BUS

B U

BUS

B U

Building B-3 B-3

Pa rk in g

Gar ag e

Parking Garage

B-15

B-13 B-14

B-22

B-1

B-12

B-7

B-4

B-19

B-10

B-20

Parking Deck

B-

WPB

YD YD YD YD

IRR

FDC

GEN

ECB

IRR

YD W

INV/8'CMP

118954.54

INV/8'CMP118965.76

V/18

" C

.24

B U

TOB

YDYD

H R

HYD GV

1817161515

19 19

1617 18

18 17 16 15 14 13 12 11 10

15 14

BE BE BE

BE BE BE BE BE BE

D D

D D D D D D D D

D D

D D D D D

Unknown

6 18

CONTROL BOXS

WPB

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

GATE

CONTROL BOXS

GATE

HYD

G V

KEY PAD

N SIGN

BEBE

BEBEBEBEBEBEBEBEBEBEBEBE

BEBEBE

DDD

DDDD

U N

K U

N K

U N

BE BE BE

BE BE

BEBE

BEBEBEBEBEBEBE

BEBE

D D D D D D D

BE BE BE BEBEBE

BEBE

BEBEBE

V 24

CP M

.79

INV 12"RCP152308.00

INV 12"RCP152318.79

INV 12"RCP

152328.00

KEY PAD

17 1717

FOFOFOFO FOFOFOFOFOFOFOFOFOFO

FOFOFOFOFOFO

FOFOFOFOFOFOFOFOFO

FO FO

4" H.D.P.E.

TOP EL. 11.27

DRAINAGE MANHOLE

RIM EL. 19.82

INV. EL. 14.42 (NW)

INV. EL. 14.12 (S)

CATCH BASIN

RIM EL. 19.32

INV. EL. 13.77 (N)

INV. EL. 13.75 (SE)

DRAINAGE BASIN

RIM EL. 19.39

INV. EL. 14.14 (NE)

INV. EL. 13.59 (NW)

INV. EL. 10.59 (SW)

INV. EL. 10.64 (SE)

CATCH BASIN

RIM EL. 17.41

INV. EL. 10.50 (NE)

INV. EL. 10.50 (SW)

CATCH BASIN

RIM EL. 14.84

INV EL. 8.64 (E)

INV. EL. 9.19 (W)

CATCH BASIN

RIM EL. 14.25

INV. EL. 4.95 (E)

INV. EL. 5.05 (W)

96" C.M.P.

TOP PIPE EL. 13.84

INVERT EL. 5.76

96" C.M.P.

TOP PIPE EL. 12.62

INVERT EL. 4.54

CATCH BASIN

RIM EL. 14.40

INV. EL. 8.65 (NW)

18" C.M.P.

INVERT EL. 15.24

15" P.V.C.

CATCH BASIN

RIM EL. 16.71

INV EL. 11.81 (NE)

INV. EL. 11.96 (W)

CATCH BASIN

RIM EL. 17.06

INV. EL. 10.52 (N)

INV. EL. 10.07 (S)

INV. EL. 9.87 (E)

INV. EL. 10.32 (NW)

Parking Garage

B-15

= SANITARY MANHOLE

= BELLSOUTH TELEPHONE MANHOLE

= BELLSOUTH TELEPHONE RISER

= CONCRETE LIGHT POLE

= POSTED SIGNS

= ELECTRIC BOX

= CABLE TELEVISION RISER

= FIRE HYDRANT

= SIAMESE CONNECTION

= WATER GATE VALVE

= WATER SPRINKLER VALVE

= CATCH BASIN

= CURB INLET

= LIMITS OF THE TOPOGRAPHIC SURVEY

= EXISTING DRAINAGE PIPE

= EXISTING SANITARY SEWER PIPE

= EXISTING WATER MAIN PIPE

= EXISTING GUARDRAIL

= EXISTING FIBER OPTIC LINE

= EXISTING BURIED ELECTRIC LINE

= EXISTING UNKNOWN LINE

= EXISTING GAS LINE

= YARD DRAIN

= UTILITY FIXTURE

= BOLLARD

= HAND RAIL

= CYPRESS

= OAK

= PALM

= PINE

= AUSPINE

= UNKNOWN

FDC

CTV

HYD

SCV

IRR

UNK

GAS

LEGEND

Unknown

WPB

Scale: 1" = 30'1 EXISTING CONDITIONS 1

MATCH: V-103

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -6231

100% FINAL STAMPED

BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

1 2 4 5 6 7 8 9 10

PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP

1 2 3 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com

- V A

W es t P al m B ea ch

E H

R M

In fra st ru ct ur e U pg ra de s

D es ig n/

B0 1.

M T_

.rv t

ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

05/24/23Revisions: Date:

5/24/2023

C H

: V -1

GRAPHIC SCALE

1" = 30'

30'0 60'15'

SITE SURVEY NOTES:

1. SITE TOPOGRAPHIC SURVEY PERFORMED BY F. R. S. SURVEYING AND

UTILITIES LOCATES PERFORMED BY BLOOD HOUND UNDERGROUND UTILITY

LOCATORS.

2. FINAL SURVEY SIGNED - 04/04/2023.

21.3'

9.5'

19.6'

5'33.3'0.

54.2'0.

38.0'

10.4'

66.6'

8.5'

2.1'

202.0'

BUS

SHELTER

CO RDRDRDRD

COCOCO

HYD

G V

C V

PIV

WPB

TRANS

WPB

LS CO

FDC

DUMPSTER

PAD

C O

B U

BUS

YDYD

YD YD YD

YD YD

YDYD

DDCV

ICV

HYD

G V

ICV

V IC

VIC

HYD

DDCV

HYD

FDC

VIC

WPB

ECB

WPB

WPBWPB

WPB

PROPANE GAS

Unknown

CALL BOX

WPB

WPB WPB

WPB

TRANS

WPB

HYD

FDC

HYD

VGV

WATER PUMP

N SIGN

METAL STEPS

CALL BOX

HYD

BUS

B U

BUS

B U

Building B-3 B-3

Pa rk in g

Gar ag e

Parking Garage

B-15

B-13 B-14

B-22

B-1

B-12

B-7

B-4

B-19

B-10

B-20

Parking Deck

B-

WPB

YD YD YD YD

IRR

FDC

GEN

ECB

IRR

YD W

D D

DDDD

21.3'

9.5'

19.6'

5'33.3'0.

54.2'0.

38.0'

10.4'

66.6'

8.5'

2.1'

202.0'

BUS

SHELTER

S S

DDDDDDDDDDDD

CO RDRDRDRD

COCOCO

D D

S S S S S S S S S S S S

HYD

G V G

C V

PIV

WPB

TRANS

WPB

X X X X X X X X X X X X X X X X X X X X X X X

X X

TOB

TOBTOBTOB

TOB

TOBTOBTOB TOB

TOBTOBTOBTOBTOE TOE TOE TOE TOE

TOE TOE TOE

TOE

W W

FDC

DUMPSTER

PAD

C O

S S

W W W W

SV/C

ov er

.08

TOB

WPB

14 13 1211 10

14 13 12 11 10

14 13 12 11

141312

16 16

W W

PROPANE GAS

BE BE

BEBEBE

UNK

U N

K U

N K

U N

K U

N K

UNKUNK

UNK

U N

FO FO

S S

HYD

EXISTING

WETLANDS AREA

EXISTING FENCE

(20 FT TO 30FT)

WETLAND BUFFER

CATCH BASIN

12" NYLOPLAST CATCH BASIN

RIM EL. = 15.65

INV. EL. = 13.39 (N)

12" NYLOPLAST CATCH BASIN

RIM EL. = 16.04

INV. EL. = 13.24 (N)

INV. EL. = 13.24 (SE)

12" NYLOPLAST CATCH BASIN

RIM EL. = 15.88

INV. EL. = 13.28 (NW)

INV. EL. = 13.28 (S)

SANITARY MANHOLE

RIM EL. = 15.72

INV. EL. = 10.79 (E)

INV. EL. = 11.27 (S)

INV. EL. = 10.52 (SW)

CATCH BASIN

RIM EL. = 13.79

INV. EL. = 10.79 (SW)

INV. EL. = 10.79 (NW)

BOTTOM EL. = 8.79

CATCH BASIN

RIM EL. = 14.00

INV. EL. = 9.50 (NE)

INV. EL. = 8.60 (SW)

BOTTOM EL. = 6.50

SANITARY MANHOLE

RIM EL. = 14.55

INV. EL. = 9.60 (NE)

INV. EL. = 9.65 (W)

SANITARY MANHOLE

RIM EL. = 14.68

INV. EL. = 9.48 (SW)

CATCH BASIN

RIM EL. = 14.52

INV. EL. = 11.57(E)

INV. EL. = 8.60 (SW)

BOTTOM EL. = 10.52

24" CMP

INV EL. 7.78

DRAINAGE MANHOLE

RIM EL. 15.54

BOTTOM EL. 7.74

W.INV. EL. 10.39

WEIR TOP EL. 13.44

B U

24" HDPE W/CMP OUTFALL

INV. EL. = 7.12

24" CMP OUTFALL

INV. EL. = 9.15

X X X X X

X X

CONTROL POINT

NORTHING: 92580.29

EASTING: 946932.45

B-13 B-14

B-22

WPB

TOB

TOE

TOE TOE

TOE

FDC

GEN

IRR

D D D D D

YD W

8 44

5 46 646 46

84 47

EOW

TOB

EOW

EOWEOW

EOW

1518 15

131210

15141311

121110

CATCH BASIN

RIM EL. = 13.82

INV. EL. = 8.55 (W)

CATCH BASIN

RIM EL. = 14.81

INV. EL. = 9.30 (E)

INV. EL. = 9.30 (NW)

CATCH BASIN

RIM EL. = 14.11

INV. EL. = 5.85 (NW)

18" CMP OUTFALL

INV. EL. = 7.55

FIRE STATION

15" RCP PIPE

18" RCP PIPE

" R

HYD

= SANITARY MANHOLE

= BELLSOUTH TELEPHONE MANHOLE

= BELLSOUTH TELEPHONE RISER

= CONCRETE LIGHT POLE

= POSTED SIGNS

= ELECTRIC BOX

= CABLE TELEVISION RISER

= FIRE HYDRANT

= SIAMESE CONNECTION

= WATER GATE VALVE

= WATER SPRINKLER VALVE

= CATCH BASIN

= CURB INLET

= LIMITS OF THE TOPOGRAPHIC SURVEY

= EXISTING DRAINAGE PIPE

= EXISTING SANITARY SEWER PIPE

= EXISTING WATER MAIN PIPE

= EXISTING GUARDRAIL

= EXISTING FIBER OPTIC LINE

= EXISTING BURIED ELECTRIC LINE

= EXISTING UNKNOWN LINE

= EXISTING GAS LINE

= YARD DRAIN

= UTILITY FIXTURE

= BOLLARD

= HAND RAIL

= CYPRESS

= OAK

= PALM

= PINE

= AUSPINE

= UNKNOWN

FDC

CTV

HYD

SCV

IRR

UNK

GAS

LEGEND

Unknown

WPB

Scale: 1" = 30'1 EXISTING CONDITIONS 2

C H

: V -1

MATCH: V-103

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -6231

100% FINAL STAMPED

BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

1 2 4 5 6 7 8 9 10

PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP

1 2 3 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com

- V A

W es t P al m B ea ch

E H

R M

In fra st ru ct ur e U pg ra de s

D es ig n/

B0 1.

M T_

.rv t

ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

05/24/23Revisions: Date:

5/24/2023

MATCH: V-107

GRAPHIC SCALE

1" = 30'

30'0 60'15'

SITE SURVEY NOTES:

1. SITE TOPOGRAPHIC SURVEY PERFORMED BY F. R. S. SURVEYING AND

UTILITIES LOCATES PERFORMED BY BLOOD HOUND UNDERGROUND UTILITY

INV/8'CMP118965.76

TOB

V IC

VIC

WPB

ECB

WPB

WPBWPB

WPB

GATE

14 14

17 16

16 16

17 17

1615141312

19 18 17 16 15 14

18 17

14 14

18 17 16 15 14 13 12 11 10

BE BE

BE BE BE

BEBEBE

BE BE BE

UNK

BE BE BE BE BE BE BE BE BE

BEUNK UNK UNK

UNK

IRR

IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR

IRR

BE BE BE BE BE BE

9.8 .40

D D D D D D D D D D D

D D

D D D D D D D D D D D D D D D D D D D D D D

D D

Unknown Unknown

Unknown

Unknown Unknown

Unknown

39404142434445464748 49 50

51 52 53 54 55 56 57 58

89 90

92 93

99 10

7 10

4 11 5 11

FOFO

CATCH BASIN

RIM EL. 15.38

INV. EL. 7.08

(N.,S.,E.,W.

CATCH BASIN

RIM EL. 15.12

INV. EL. 11.32 (N)

INV. EL. 12.09 (S)

CATCH BASIN

RIM EL. 14.13

INV. EL. 8.88 (S)

CATCH BASIN

RIM EL. 13.08

INV. EL. 7.23 (N)

INV. EL. 7.23 (W)

CATCH BASIN

RIM EL. 15.98

INV. EL. 12.55

CATCH BASIN

RIM EL. 15.91

INV. EL. 11.66 (N)

INV. EL. 11.36 (S)

MITER END SECTION

INV. EL. 11.38

DRAINAGE MANHOLE

RIM EL. 19.82

INV. EL. 14.42 (NW)

INV. EL. 14.12 (S)

96" C.M.P.

TOP PIPE EL. 13.84

INVERT EL. 5.76

BUS

B U

Parking Garage

IRR

BE BE BE

IRR

IRR IRR IRR

IRR

.90

.24

17.44

.15

.44

L4 C3

= SANITARY MANHOLE

= BELLSOUTH TELEPHONE MANHOLE

= BELLSOUTH TELEPHONE RISER

= CONCRETE LIGHT POLE

= POSTED SIGNS

= ELECTRIC BOX

= CABLE TELEVISION RISER

= FIRE HYDRANT

= SIAMESE CONNECTION

= WATER GATE VALVE

= WATER SPRINKLER VALVE

= CATCH BASIN

= CURB INLET

= LIMITS OF THE TOPOGRAPHIC SURVEY

= EXISTING DRAINAGE PIPE

= EXISTING SANITARY SEWER PIPE

= EXISTING WATER MAIN PIPE

= EXISTING GUARDRAIL

= EXISTING FIBER OPTIC LINE

= EXISTING BURIED ELECTRIC LINE

= EXISTING UNKNOWN LINE

= EXISTING GAS LINE

= YARD DRAIN

= UTILITY FIXTURE

= BOLLARD

= HAND RAIL

= CYPRESS

= OAK

= PALM

= PINE

= AUSPINE

= UNKNOWN

FDC

CTV

HYD

SCV

IRR

UNK

GAS

LEGEND

Unknown

WPB

21.3'

9.5'

19.6'

5'33.3'0.

54.2'0.

38.0'

10.4'

66.6'

8.5'

2.1'

202.0'

BUS

SHELTER

CO RDRDRDRD

COCOCO

HYD

G V

C V

PIV

WPB

TRANS

WPB

LS CO

FDC

DUMPSTER

PAD

C O

B U

BUS

YDYD

YD YD YD

YD YD

YDYD

DDCV

ICV

HYD

G V

ICV

V IC

VIC

HYD

DDCV

HYD

FDC

VIC

WPB

ECB

WPB

WPBWPB

WPB

PROPANE GAS

Unknown

CALL BOX

WPB

WPB WPB

WPB

TRANS

WPB

HYD

FDC

HYD

VGV

WATER PUMP

N SIGN

METAL STEPS

CALL BOX

HYD

BUS

B U

BUS

B U

Building B-3 B-3

Pa rk in g

Gar ag e

Parking Garage

B-15

B-13 B-14

B-22

B-1

B-12

B-7

B-4

B-19

B-10

B-20

Parking Deck

B-

WPB

YD YD YD YD

IRR

FDC

GEN

ECB

IRR

YD W

Scale: 1" = 30'1 EXISTING CONDITIONS 3

C H

: V -1

MATCH: V-102

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -6231

100% FINAL STAMPED

BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

1 2 4 5 6 7 8 9 10

PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP

1 2 3 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com

- V A

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E H

R M

In fra st ru ct ur e U pg ra de s

D es ig n/

B0 1.

M T_

.rv t

ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

05/24/23Revisions: Date:

5/24/2023

MATCH: V-101

GRAPHIC SCALE

1" = 30'

30'0 60'15'

ATC

H : V-107

SITE SURVEY NOTES:

1. SITE TOPOGRAPHIC SURVEY PERFORMED BY F. R. S. SURVEYING AND

UTILITIES LOCATES PERFORMED BY BLOOD HOUND UNDERGROUND UTILITY

BUS

TOB TOB

TOB

TOB TOB

TOB

TOE

YD YDYD YD YD

H R

Gate

ICV

G V

HYD

ICV

G V

WPB

15 15

18 19

17 18 19

16 16

14 14

16 15

15151514

18 1718

WWWWWW

W W

WWW

W W W

BEBE

UNK UNK UNK UNK

UNK

IRR

D D

Unknown

8 12

0 13

CATCH BASIN

RIM EL. 13.05

INV. EL. 7.90 (S)

4" PVC PIPE

TOP EL. = 14.18

INVERT EL. = 13.81

4" PVC PIPE

TOP EL. = 14.17

INVERT EL. = 13.80

4" PVC PIPE

TOP EL. = 13.90

INVERT EL. = 13.53

4" PVC PIPE

TOP EL. = 13.81

INVERT EL. = 13.44

CATCH BASIN

RIM EL. 16.36

INV. EL. 9.76 (NE)

INV. EL. 9.76 (SW)

CATCH BASIN

RIM EL. 13.92

INV. EL. 9.33 (NE)

INV. EL. 9.33 (SW)

CATCH BASIN

RIM EL. 15.28

INV. EL. 8.55 (SW)

CATCH BASIN

RIM EL. 18.20

INV. EL. 10.85 (NE)

INV. EL. 13.30 (SE)

INV. EL. 10.85 (SW)

CATCH BASIN

RIM EL. 19.18

INV. EL. 13.48 (NE)

INV. EL. 13.48 (SE)

INV. EL. 13.48 (SW)

CATCH BASIN

RIM EL. 19.00

INV. EL. 11.60 (NE)

INV. EL. 11.60 (SW)

CATCH BASIN

RIM EL. 14.72

INV. EL. 9.97 (NE)

INV. EL. 8.77 (NW)

INV. EL. 7.97 (SE)

DRAINAGE MANHOLE

RIM EL. 15.46

INV. EL. 7.77 (NW)

INV. EL. 7.77 (SE)

CATCH BASIN

RIM EL. 13.49

INV. EL. 9.29 (SW)

CATCH BASIN

RIM EL. 13.05

INV. EL. 7.90 (S)

W W

BUS

Pa rk in g

Ga ra geB-12

B-7

B-4

Parking Deck

= SANITARY MANHOLE

= BELLSOUTH TELEPHONE MANHOLE

= BELLSOUTH TELEPHONE RISER

= CONCRETE LIGHT POLE

= POSTED SIGNS

= ELECTRIC BOX

= CABLE TELEVISION RISER

= FIRE HYDRANT

= SIAMESE CONNECTION

= WATER GATE VALVE

= WATER SPRINKLER VALVE

= CATCH BASIN

= CURB INLET

= LIMITS OF THE TOPOGRAPHIC SURVEY

= EXISTING DRAINAGE PIPE

= EXISTING SANITARY SEWER PIPE

= EXISTING WATER MAIN PIPE

= EXISTING GUARDRAIL

= EXISTING FIBER OPTIC LINE

= EXISTING BURIED ELECTRIC LINE

= EXISTING UNKNOWN LINE

= EXISTING GAS LINE

= YARD DRAIN

= UTILITY FIXTURE

= BOLLARD

= HAND RAIL

= CYPRESS

= OAK

= PALM

= PINE

= AUSPINE

= UNKNOWN

FDC

CTV

HYD

SCV

IRR

UNK

GAS

LEGEND

Unknown

WPB

21.3'

9.5'

19.6'

5'33.3'0.

54.2'0.

38.0'

10.4'

66.6'

8.5'

2.1'

202.0'

BUS

SHELTER

CO RDRDRDRD

COCOCO

HYD

G V

C V

PIV

WPB

TRANS

WPB

LS CO

FDC

DUMPSTER

PAD

C O

B U

BUS

YDYD

YD YD YD

YD YD

YDYD

DDCV

ICV

HYD

G V

ICV

V IC

VIC

HYD

DDCV

HYD

FDC

VIC

WPB

ECB

WPB

WPBWPB

WPB

PROPANE GAS

Unknown

CALL BOX

WPB

WPB WPB

WPB

TRANS

WPB

HYD

FDC

HYD

VGV

WATER PUMP

N SIGN

METAL STEPS

CALL BOX

HYD

BUS

B U

BUS

B U

Building B-3 B-3

Pa rk in g

Gar ag e

Parking Garage

B-15

B-13 B-14

B-22

B-1

B-12

B-7

B-4

B-19

B-10

B-20

Parking Deck

B-

WPB

YD YD YD YD

IRR

FDC

GEN

ECB

IRR

YD W

Scale: 1" = 30'1 EXISTING CONDITIONS 4

C H

: V -1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -6231

100% FINAL STAMPED

BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

1 2 4 5 6 7 8 9 10

PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP

1 2 3 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com

- V A

W es t P al m B ea ch

E H

R M

In fra st ru ct ur e U pg ra de s

D es ig n/

B0 1.

M T_

.rv t

ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

05/24/23Revisions: Date:

5/24/2023

ATC

H : V-103

GRAPHIC SCALE

1" = 30'

30'0 60'15'

SITE SURVEY NOTES:

1. SITE TOPOGRAPHIC SURVEY PERFORMED BY F. R. S. SURVEYING AND

UTILITIES LOCATES PERFORMED BY BLOOD HOUND UNDERGROUND

UTILITY LOCATORS.

BUS

TOB

TOB TOB

TOB

TOB TOB TOB TOB TOB TOB TOB TOB

TOE TOE TOE TOE TOE TOE TOE TOE TOE TOE

YDYD

YD YD YD

H R

Gate

Gat e

Gate Gate

DDCV

G V

ICV

DDCV

HYD

FDC

VIC

WPB

GATE

16 16

16 16 16

17 16

12131415

131211

16 15

15 16

12 13 14 16 16

1615141312

14151617

16 17 18

12 13 14 15

18 19

12 13 14 15

15 16

17 17

W W

W W W

W W

BEBEBEBEBEBEBE

BEBE

UNK

BEBEBE

BEBE

BE BE BE BE

BEBEBE

UNKUNK

IRR

U N

K U

N K

U N

K UNK

GAS

IRR

BE BE

.55

D D

Unknown

INV48PIPE

61797.12

CATCH BASIN

RIM EL. 13.05

INV. EL. 7.90 (S)

4" PVC PIPE

TOP EL. = 14.18

INVERT EL. = 13.81

4" PVC PIPE

TOP EL. = 14.17

INVERT EL. = 13.80

CATCH BASIN

RIM EL. 17.17

INV. EL. 13.17 (NE)

INV. EL. 13.17 (SW)

CATCH BASIN

RIM EL. 14.02

INV. EL. 12.62 (NE)

INV. EL. 12.62 (SW)

4" PVC PIPE

TOP EL. = 13.90

INVERT EL. = 13.53

4" PVC PIPE

TOP EL. = 13.81

INVERT EL. = 13.44

CATCH BASIN

RIM EL. 16.36

INV. EL. 9.76 (NE)

INV. EL. 9.76 (SW)

CATCH BASIN

RIM EL. 18.20

INV. EL. 10.85 (NE)

INV. EL. 13.30 (SE)

INV. EL. 10.85 (SW)

CATCH BASIN

RIM EL. 16.71

INV. EL. 12.31 (NE)

INV. EL. 12.31 (SE)

INV. EL. 12.31 (SW)

CATCH BASIN

RIM EL. 17.88

INV. EL. 12.61 (NW)

INV. EL. 12.52 (SE)

CATCH BASIN

RIM EL. 19.18

INV. EL. 13.48 (NE)

INV. EL. 13.48 (SE)

INV. EL. 13.48 (SW)

DRAINAGE MANHOLE

RIM EL. 16.12

INV. EL. 7.42 (NE)

INV. EL. 12.26 (NW)

INV. EL. 6.92 (W)

DRAINAGE MANHOLE

RIM EL. 19.13

INV. EL. 11.33 (NE)

INV. EL. 11.03 (SW)

CATCH BASIN

RIM EL. 19.18

INV. EL. 12.76 (NE)

INV. EL. 12.76 (NW)

DRAINAGE MANHOLE

RIM EL. 20.24

INV. EL. 11.54 (NE)

INV. EL. 13.04 (SE)

INV. EL. 16.09 (S)

INV. EL. 13.34 (SW)

INV. EL. 13.04 (W)

DRAINAGE MANHOLE

RIM EL. 20.64

CATCH BASIN

RIM EL. 19.00

INV. EL. 11.60 (NE)

INV. EL. 11.60 (SW)

CATCH BASIN

RIM EL. 13.05

INV. EL. 7.90 (S)

CATCH BASIN

RIM EL. 17.26

INV. EL. 13.74 (SW)

W W

Building B-3 B-3

Pa rk in g

Gar ag e

B-12

B-7

B-4

B-19

B-10

B-20

Parking Deck

B-6

= SANITARY MANHOLE

= BELLSOUTH TELEPHONE MANHOLE

= BELLSOUTH TELEPHONE RISER

= CONCRETE LIGHT POLE

= POSTED SIGNS

= ELECTRIC BOX

= CABLE TELEVISION RISER

= FIRE HYDRANT

= SIAMESE CONNECTION

= WATER GATE VALVE

= WATER SPRINKLER VALVE

= CATCH BASIN

= CURB INLET

= LIMITS OF THE TOPOGRAPHIC SURVEY

= EXISTING DRAINAGE PIPE

= EXISTING SANITARY SEWER PIPE

= EXISTING WATER MAIN PIPE

= EXISTING GUARDRAIL

= EXISTING FIBER OPTIC LINE

= EXISTING BURIED ELECTRIC LINE

= EXISTING UNKNOWN LINE

= EXISTING GAS LINE

= YARD DRAIN

= UTILITY FIXTURE

= BOLLARD

= HAND RAIL

= CYPRESS

= OAK

= PALM

= PINE

= AUSPINE

= UNKNOWN

FDC

CTV

HYD

SCV

IRR

UNK

GAS

LEGEND

Unknown

WPB

21.3'

9.5'

19.6'

5'33.3'0.

54.2'0.

38.0'

10.4'

66.6'

8.5'

2.1'

202.0'

BUS

SHELTER

CO RDRDRDRD

COCOCO

HYD

G V

C V

PIV

WPB

TRANS

WPB

LS CO

FDC

DUMPSTER

PAD

C O

B U

BUS

YDYD

YD YD YD

YD YD

YDYD

DDCV

ICV

HYD

G V

ICV

V IC

VIC

HYD

DDCV

HYD

FDC

VIC

WPB

ECB

WPB

WPBWPB

WPB

PROPANE GAS

Unknown

CALL BOX

WPB

WPB WPB

WPB

TRANS

WPB

HYD

FDC

HYD

VGV

WATER PUMP

N SIGN

METAL STEPS

CALL BOX

HYD

BUS

B U

BUS

B U

Building B-3 B-3

Pa rk in g

Gar ag e

Parking Garage

B-15

B-13 B-14

B-22

B-1

B-12

B-7

B-4

B-19

B-10

B-20

Parking Deck

B-

WPB

YD YD YD YD

IRR

FDC

GEN

ECB

IRR

YD W

Scale: 1" = 30'1 EXISTING CONDITIONS 5

ATC

H : V-104

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -6231

100% FINAL STAMPED

BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

1 2 4 5 6 7 8 9 10

PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP

1 2 3 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com

- V A

W es t P al m B ea ch

E H

R M

In fra st ru ct ur e U pg ra de s

D es ig n/

B0 1.

M T_

.rv t

ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

05/24/23Revisions: Date:

5/24/2023

GRAPHIC SCALE

1" = 30'

30'0 60'15'

SITE SURVEY NOTES:

1. SITE TOPOGRAPHIC SURVEY PERFORMED BY F. R. S. SURVEYING AND

UTILITIES LOCATES PERFORMED BY BLOOD HOUND UNDERGROUND UTILITY

HYD GV

D D

CAN

OPY

OVE

ALUMINUM TRAILOR WITH ALUMINUM HANDI-CAP RAMP & STEPS

CALL BOX

CS cs cs

CONTROL BOXS

WPB

WPB WPB

WPB

TRANS

WPB

XXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

GATE

CONTROL BOXS

HYD

FDC

HYD

VGV

KEY PAD

WATER PUMP

METAL STEPS

DIESEL TANK

D DDD

D D D D D D D D D D D D D D

W W W W

D D D D D D D D

WWW

U N

D D D D D

37938

CALL BOX

VAULT

KEY PAD

17 17

FOFOFOFOFOFOFO

FO FO FO FO FO FO

FOFO

FO FO

FO FO FO FO FO

B-15

B-1

= SANITARY MANHOLE

= BELLSOUTH TELEPHONE MANHOLE

= BELLSOUTH TELEPHONE RISER

= CONCRETE LIGHT POLE

= POSTED SIGNS

= ELECTRIC BOX

= CABLE TELEVISION RISER

= FIRE HYDRANT

= SIAMESE CONNECTION

= WATER GATE VALVE

= WATER SPRINKLER VALVE

= CATCH BASIN

= CURB INLET

= LIMITS OF THE TOPOGRAPHIC SURVEY

= EXISTING DRAINAGE PIPE

= EXISTING SANITARY SEWER PIPE

= EXISTING WATER MAIN PIPE

= EXISTING GUARDRAIL

= EXISTING FIBER OPTIC LINE

= EXISTING BURIED ELECTRIC LINE

= EXISTING UNKNOWN LINE

= EXISTING GAS LINE

= YARD DRAIN

= UTILITY FIXTURE

= BOLLARD

= HAND RAIL

= CYPRESS

= OAK

= PALM

= PINE

= AUSPINE

= UNKNOWN

FDC

CTV

HYD

SCV

IRR

UNK

GAS

LEGEND

Unknown

WPB

21.3'

9.5'

19.6'

5'33.3'0.

54.2'0.

38.0'

10.4'

66.6'

8.5'

2.1'

202.0'

BUS

SHELTER

CO RDRDRDRD

COCOCO

HYD

G V

C V

PIV

WPB

TRANS

WPB

LS CO

FDC

DUMPSTER

PAD

C O

B U

BUS

YDYD

YD YD YD

YD YD

YDYD

DDCV

ICV

HYD

G V

ICV

V IC

VIC

HYD

DDCV

HYD

FDC

VIC

WPB

ECB

WPB

WPBWPB

WPB

PROPANE GAS

Unknown

CALL BOX

WPB

WPB WPB

WPB

TRANS

WPB

HYD

FDC

HYD

VGV

WATER PUMP

N SIGN

METAL STEPS

CALL BOX

HYD

BUS

B U

BUS

B U

Building B-3 B-3

Pa rk in g

Gar ag e

Parking Garage

B-15

B-13 B-14

B-22

B-1

B-12

B-7

B-4

B-19

B-10

B-20

Parking Deck

B-

WPB

YD YD YD YD

IRR

FDC

GEN

ECB

IRR

YD W

Scale: 1" = 30'1 EXISTING CONDITIONS 6

ATC

H : V-101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -6231

100% FINAL STAMPED

BID DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

1 2 4 5 6 7 8 9 10

PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP

1 2 3 4 5 6 7 8 9 10

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com

- V A

W es t P al m B ea ch

E H

R M

In fra st ru ct ur e U pg ra de s

D es ig n/

B0 1.

M T_

.rv t

ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

05/24/23Revisions: Date:

5/24/2023

GRAPHIC SCALE

1" = 30'

30'0 60'15'

SITE SURVEY NOTES:

1. SITE TOPOGRAPHIC SURVEY PERFORMED BY F.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 6, 2023.