ATTACHMENT 5 - Civil 2 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 attachment appears to provide construction specifications for infrastructure upgrades at the Department of Veterans Affairs Medical Center in West Palm Beach, Florida. The solicitation seeks a contractor to perform electrical, mechanical, and structural work associated with upgrades to the facility's electronic health records system. Bids are due by January 15, 2023, with award anticipated by March 1 and work expected to be completed within 12 months. The selected contractor will be responsible for replacing outdated servers and network equipment, upgrading wireless access points, and reinforcing building structures to support the additional infrastructure. Electrical work involves installing new power distribution units and backup generators. Mechanical upgrades include replacing air handling units and chillers to support increased cooling needs.

View the file

Other files for this federal contract opportunity

Other files attached to Y1AZ--EHRM Infrastructure Upgrades Construction West Palm Beach, newest first.
File	Type	Posted
Cart Lift Motor Photos.pdf	PDF	Sep 5, 2023
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
Map of Wells Question 66.pdf	PDF	Aug 21, 2023
36C77623B0045 0002.pdf	PDF	Aug 21, 2023
Photos for Responses to Questions 124 and 127.pdf	PDF	Aug 21, 2023
Technical Questions - FINAL - West Palm Beach 8-21-23.pdf	PDF	Aug 21, 2023
Site Visit Sign-in Sheet - West Palm Beach 7-19-23.pdf	PDF	Jul 19, 2023
ATTACHMENT 24 - Construction Wage Rates - Palm Beach 7-7-23.pdf	PDF	Jul 19, 2023
36C77623B0045 0001.pdf	PDF	Jul 19, 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
ATTACHMENT 4 - Civil 1 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
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
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

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19 18 17 16 15 14 13 12 11 10

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D D

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51 52 53 54 55 56 57 58

89 90

92 93

99 10

7 10

4 11 5 11

8 12

DRAINAGE MANHOLE

RIM EL. 16.40

INV. EL. 7.64 (NW)

INV. EL. 7.57 (E)

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

X X

7 8

LOC

X X

LOC

LOC LOC LOC LOC

LOC

LOC LOC LOC LOC

LOC

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

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COCOCO

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WPB

HYD

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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

IRR

FDC

GEN

ECB

IRR

YD W

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

FO FO FO

STOP - CAUTION!!!

BEFORE YOU DIG CALL 811 AT LEAST

48 HOURS PRIOR TO CONSTRUCTION

Scale: 1" = 30'1 DEMO AND EROSION & SEDIMENT CONTROL PLAN 3

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

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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

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: CD101

C H

: C D

LEGEND:MATCH: CD102

ATC

H : C

GRAPHIC SCALE

1" = 30'

30'0 60'15'

KEY NOTES (NOT ALL USED ON THIS SHEET)

DEMOLITION NOTES

1. PROTECT EXISTING WATER MAIN

2. PROTECT EXISTING UNDERGROUND ELECTRICAL

3. REMOVE AND REPLACE EXISTING LIGHTPOLE SEE ELECTRICAL

23-EN-400

3a. REMOVE AND REPLACE EXISTING YARD DRAIN.

3b. REMOVE AND REPLACE EXISTING BUS SHELTER.

3c. REMOVE AND REPLACE EXISTING BALLORDS SEE 10/CS502 3d. REMOVE AND REPLACE EXISTING CALL BOX

4. PROTECT EXISTING IRRIGATION LINE CROSSING

5. PROTECT EXISTING FIBER OPTIC CABLE

6. PROTECT EXISTING GAS LINE

7. PROTECT EXISTING STORM SEWER

EROSION AND SEDIMENT CONTROL

8. INSTALL INLET PROTECTION SEE 4/CS506

9. INSTALL SILT FENCE - REFER TO SHEET 2/CS506

10. INSTALL CURB INLET PROTECTION SEE 5/CS506

DEMOLITION NOTES:

1. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO CONSTRUCTION ACTIVITIES.

2. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR TO STARTING WORK. REFER TO SEDIMENT EROSION

CONTROL NOTES ON C-001 & CS506.

3. PROVIDE INLET PROTECTION AT ALL CURB INLETS AND DROP INLETS AFFECTED BY CONSTRUCTION RUNOFF.

4. PHASE DEMOLITION AS NEEDED TO MAINTAIN DRAINAGE AND UTILITIES FOR MINIMAL DISRUPTION.

5. INSTALL TREE PROTECTION FENCING AROUND TREES SHOWN TO BE PROTECTED. AVOID TREE REMOVAL WHENEVER

POSSIBLE - EVEN WHEN NOTED FOR REMOVAL.

6. PROTECT ALL EXISTING SITE ELEMENTS (TREES, UTILITIES, CURB, ETC.) NOT NOTED FOR REMOVAL. REPLACE IN KIND IF

DAMAGED AT NO COST TO THE GOVERNMENT.

7. CONTRACTOR SHALL REMOVE AND DISPOSE ALL DEMOLITION ITEMS OFFSITE IN ACCORDANCE WITH APPLICABLE

FEDERAL, STATE AND LOCAL REQUIREMENTS.

8. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL HORIZONTAL AND VERTICAL CONTROLS.

9. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.

10. SUBSTITUTIONS FROM INFO SHOWN HEREIN SHALL BE REVIEWED AND APPROVED BY VAMC.

11. COORDINATE ALL UTILITY RELOCATIONS / DISRUPTIONS WITH VAMC STAFF.

12. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE SERVICE PROVIDER FOR CONNECTION TO OFFSITE

TELECOMMUNICATION SERVICE.

13. ALL LANDSCAPED AREA DISTURBED FOR TELECOMUNICATIONS DUCT BANK INSTALLATION TO BE RESTORED IN KIND.

14. CLEAN CUT ALL TREE ROOTS WHEN ENCOUNTERED DURING EXCAVATION.

15. CONTRACTOR RESPONSIBLE FOR LOCATING VETERANS AFFAIR'S PRIVATE UTILITIES. 811 WILL LOCATE ONLY PUBLIC

UTILITIES

EROSION AND SEDIMENT CONTROL MAINTENANCE NOTES:

1. ALL EROSION, INLET PROTECTION, AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY

AND OPERATION AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN ONE-QUARTER INCH (DURING A 24-HOUR PERIOD). CONTRACTOR SHALL TAKE IMMEDIATE CORRECTIVE

ACTION FOR ANY DEVICE FAILURE

2. CONTRACTOR SHALL INSPECT ALL OUTFLOWS WHERE STORMWATER RUNOFF LEAVES THE CONSTRUCTION SITE OR ENTERS AN EXISTING STORMWATER SYSTEM, BMP, OR WETLAND. CORRECTIVE ACTION MUST BE TAKEN IF SEDIMENT IS DEPOSITED OFF SITE, OR INTO THE STORMWATER SYSTEM, BMP, OR WETLAND.

3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE

FENCE. THE SILT FENCE SHALL BE REPAIRED AS NECESSARY TO MAINTAIN THE BARRIER.

4. TEMPORARY STABILIZATION MEASURES SUCH AS TEMPORARY SEED OR SOD SHALL INSTALLED TO STABILIZE

THE SITE AND SHAL BE MAINTAINED UNTIL FINAL STABILIZATION.

5. ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED AS SPECIFIED TO

MAINTAIN VIGOROUS, DENSE VEGETATIVE COVER.

6. STORMWATER INLETS AND INLET PROTECTION SHALL BE KEPT CLEAR OF DEBRIS, AND SEDIMENT.

7. ROADS SHALL BE KEPT CLEAR OF DEBRIS AND SEDIMENT.

8. CONSTRUCTION ENTRANCES SHALL BE MAINTAINED TO ENSURE CONTINUED FUNCTIONALITY THROUGHOUT

DURATION OF THE PROJECT.

9. RECORDS SHALL BE KEPT OF INSPECTIONS AND ANY CORRECTIVE ACTIONS TAKEN BY THE CONTRACTOR.

10. FINAL STABILIZATION OF THE SITE SHALL CONSIST OF SODDING (MATCH WITH EXISTING GRASS) AND

REQUIRED SITE PREPARATION (TOPSOIL, FERTILIZER, WATERING, ETC.) FOR SUCCESSFUL ESTABLISHMENT

OF THE SOD.

11. EROSION AND SEDIMENT CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL SITE IS FULLY STABILIZED, AND

APPROVED BY THE COR.

KEY PLAN

BUS

TOB TOB

TOB

TOB TOB

TOB

TOE

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H R

Gate

ICV

G V

HYD

ICV

G V

WPB

15 15

13 14

17 18 19

16 17 18 19

16 16

15151514

18 1718

WWWWWW W W

W W W

BEBE

UNK UNK UNK UNK UNK

UNK

IRR

D D

Unknown

8 12

0 13

7 28

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

Building B-3

Pa rk in g

G ar ag e

B-12

B-7

B-4

Parking Deck

LOC

X X

3c1

LOC LOC LOC LOC

LOC

LOC LOC LOC LOC

LOC

EX. GAURD RAIL

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 G

C V

PIV

WPB

TRANS

WPB

LS CO

FDC

DUMPSTER

PAD

C O

B U

BUS

YDYD

YD YD YD

YDYD

DDCV

ICV

G V

HYD

ICV

V IC

VIC

HYD GV

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

IRR

FDC

GEN

ECB

IRR

YD W

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

FO FO FO

STOP - CAUTION!!!

BEFORE YOU DIG CALL 811 AT LEAST

48 HOURS PRIOR TO CONSTRUCTION

Scale: 1" = 30'1 DEMO AND EROSION & SEDIMENT CONTROL PLAN 4

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

: C D

LEGEND:

ATC

H : C

KEY NOTES (NOT ALL USED ON THIS SHEET)

DEMOLITION NOTES

1. PROTECT EXISTING WATER MAIN

2. PROTECT EXISTING UNDERGROUND ELECTRICAL

3. REMOVE AND REPLACE EXISTING LIGHTPOLE SEE ELECTRICAL

23-EN-400

3a. REMOVE AND REPLACE EXISTING YARD DRAIN.

3b. REMOVE AND REPLACE EXISTING BUS SHELTER.

3c. REMOVE AND REPLACE EXISTING BALLORDS SEE 10/CS502 3d. REMOVE AND REPLACE EXISTING CALL BOX

4. PROTECT EXISTING IRRIGATION LINE CROSSING

5. PROTECT EXISTING FIBER OPTIC CABLE

6. PROTECT EXISTING GAS LINE

7. PROTECT EXISTING STORM SEWER

EROSION AND SEDIMENT CONTROL

8. INSTALL INLET PROTECTION SEE 4/CS506

9. INSTALL SILT FENCE - REFER TO SHEET 2/CS506

10. INSTALL CURB INLET PROTECTION SEE 5/CS506

11. INSTALL RUNOFF ENERGY DISSIPATOR SEE 3/CS507

DEMOLITION NOTES:

1. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO CONSTRUCTION ACTIVITIES.

2. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR TO STARTING WORK. REFER TO SEDIMENT EROSION

CONTROL NOTES ON C-001 & CS506.

3. PROVIDE INLET PROTECTION AT ALL CURB INLETS AND DROP INLETS AFFECTED BY CONSTRUCTION RUNOFF.

4. PHASE DEMOLITION AS NEEDED TO MAINTAIN DRAINAGE AND UTILITIES FOR MINIMAL DISRUPTION.

5. INSTALL TREE PROTECTION FENCING AROUND TREES SHOWN TO BE PROTECTED. AVOID TREE REMOVAL WHENEVER

POSSIBLE - EVEN WHEN NOTED FOR REMOVAL.

6. PROTECT ALL EXISTING SITE ELEMENTS (TREES, UTILITIES, CURB, ETC.) NOT NOTED FOR REMOVAL. REPLACE IN KIND IF

DAMAGED AT NO COST TO THE GOVERNMENT.

7. CONTRACTOR SHALL REMOVE AND DISPOSE ALL DEMOLITION ITEMS OFFSITE IN ACCORDANCE WITH APPLICABLE

FEDERAL, STATE AND LOCAL REQUIREMENTS.

8. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL HORIZONTAL AND VERTICAL CONTROLS.

9. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.

10. SUBSTITUTIONS FROM INFO SHOWN HEREIN SHALL BE REVIEWED AND APPROVED BY VAMC.

11. COORDINATE ALL UTILITY RELOCATIONS / DISRUPTIONS WITH VAMC STAFF.

12. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE SERVICE PROVIDER FOR CONNECTION TO OFFSITE

TELECOMMUNICATION SERVICE.

13. ALL LANDSCAPED AREA DISTURBED FOR TELECOMUNICATIONS DUCT BANK INSTALLATION TO BE RESTORED IN KIND.

14. CLEAN CUT ALL TREE ROOTS WHEN ENCOUNTERED DURING EXCAVATION.

15. CONTRACTOR RESPONSIBLE FOR LOCATING VETERANS AFFAIR'S PRIVATE UTILITIES. 811 WILL LOCATE ONLY PUBLIC

UTILITIES

EROSION AND SEDIMENT CONTROL MAINTENANCE NOTES:

1. ALL EROSION, INLET PROTECTION, AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY

AND OPERATION AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN ONE-QUARTER INCH (DURING A 24-HOUR PERIOD). CONTRACTOR SHALL TAKE IMMEDIATE CORRECTIVE

ACTION FOR ANY DEVICE FAILURE

3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE

FENCE. THE SILT FENCE SHALL BE REPAIRED AS NECESSARY TO MAINTAIN THE BARRIER.

4. TEMPORARY STABILIZATION MEASURES SUCH AS TEMPORARY SEED OR SOD SHALL INSTALLED TO STABILIZE

THE SITE AND SHAL BE MAINTAINED UNTIL FINAL STABILIZATION.

5. ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED AS SPECIFIED TO

MAINTAIN VIGOROUS, DENSE VEGETATIVE COVER.

6. STORMWATER INLETS AND INLET PROTECTION SHALL BE KEPT CLEAR OF DEBRIS, AND SEDIMENT.

7. ROADS SHALL BE KEPT CLEAR OF DEBRIS AND SEDIMENT.

8. CONSTRUCTION ENTRANCES SHALL BE MAINTAINED TO ENSURE CONTINUED FUNCTIONALITY THROUGHOUT

DURATION OF THE PROJECT.

9. RECORDS SHALL BE KEPT OF INSPECTIONS AND ANY CORRECTIVE ACTIONS TAKEN BY THE CONTRACTOR.

10. FINAL STABILIZATION OF THE SITE SHALL CONSIST OF SODDING (MATCH WITH EXISTING GRASS) AND

REQUIRED SITE PREPARATION (TOPSOIL, FERTILIZER, WATERING, ETC.) FOR SUCCESSFUL ESTABLISHMENT

OF THE SOD.

11. EROSION AND SEDIMENT CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL SITE IS FULLY STABILIZED, AND

APPROVED BY THE COR.

KEY PLAN

GRAPHIC SCALE

1" = 30'

30'0 60'15'

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 G

C V

PIV

WPB

TRANS

WPB

LS CO

FDC

DUMPSTER

PAD

C O

B U

BUS

YDYD

YD YD YD

YDYD

DDCV

ICV

G V

HYD

ICV

V IC

VIC

HYD GV

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

IRR

FDC

GEN

ECB

IRR

YD W

DDCV

HYD

FDC

WPB

GATE

GAS

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)

B-6

BUS

TOB

TOB TOB

TOB

TOB TOB TOB TOB TOB TOB TOB TOB

TOE TOE TOE TOE TOE TOE TOE TOE TOE TOETOE TOE TOE TOE TOE TOE TOE TOE TOE TOE

YDYD

YD YD YD

H R

Gate

Gat e

Gate

DDCV

G V

ICV

FDC

VIC

WPB

1616 16

16 16

17 16

12131415

131211

16 15

14 15 16

12 13 14 15 16

1615141312

14151617

13 14

15 16 17 18 19

17 18 19

14 15

18 19

201918

12 13 14

15 16 17

19 20

17 17

W W

BEBEBEBEBEBEBE

BEBE

UNK

BEBEBE

BEBE

BE BE BE BE

BEBEBE

UNKUNK

IRR

U N

K U

N K

U N

K UNK

IRR

BE BE

D D

Unknown

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

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 ing G ar ag e

B-12

B-7

B-4

B-19

B-10

B-20

Parking Deck

LOC

SFSF

X X

3c1

LOC

LOC LOC LOC

LOC

LOC LOC

LOC

LOC LOC

LOC

SF SF SF

EX. GAURD RAIL

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

FO FO FO

Scale: 1" = 30'1 DEMO AND EROSION & SEDIMENT CONTROL PLAN 5

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

STOP - CAUTION!!!

BEFORE YOU DIG CALL 811 AT LEAST

48 HOURS PRIOR TO CONSTRUCTION

LEGEND:

ATC

H : C

GRAPHIC SCALE

1" = 30'

30'0 60'15'

KEY NOTES (NOT ALL USED ON THIS SHEET)

DEMOLITION NOTES

1. PROTECT EXISTING WATER MAIN

2. PROTECT EXISTING UNDERGROUND ELECTRICAL

3. REMOVE AND REPLACE EXISTING LIGHTPOLE SEE ELECTRICAL

23-EN-400

3a. REMOVE AND REPLACE EXISTING YARD DRAIN.

3b. REMOVE AND REPLACE EXISTING BUS SHELTER.

3c. REMOVE AND REPLACE EXISTING BALLORDS SEE 10/CS502 3d. REMOVE AND REPLACE EXISTING CALL BOX

4. PROTECT EXISTING IRRIGATION LINE CROSSING

5. PROTECT EXISTING FIBER OPTIC CABLE

6. PROTECT EXISTING GAS LINE

7. PROTECT EXISTING STORM SEWER

EROSION AND SEDIMENT CONTROL

8. INSTALL INLET PROTECTION SEE 4/CS506

9. INSTALL SILT FENCE - REFER TO SHEET 2/CS506

10. INSTALL CURB INLET PROTECTION SEE 5/CS506

11. INSTALL RUNOFF ENERGY DISSIPATOR SEE 3/CS507

KEY PLAN

EROSION AND SEDIMENT CONTROL MAINTENANCE NOTES:

1. ALL EROSION, INLET PROTECTION, AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY

AND OPERATION AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN ONE-QUARTER INCH (DURING A 24-HOUR PERIOD). CONTRACTOR SHALL TAKE IMMEDIATE CORRECTIVE

ACTION FOR ANY DEVICE FAILURE

3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE

FENCE. THE SILT FENCE SHALL BE REPAIRED AS NECESSARY TO MAINTAIN THE BARRIER.

4. TEMPORARY STABILIZATION MEASURES SUCH AS TEMPORARY SEED OR SOD SHALL INSTALLED TO STABILIZE

THE SITE AND SHAL BE MAINTAINED UNTIL FINAL STABILIZATION.

5. ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED AS SPECIFIED TO

MAINTAIN VIGOROUS, DENSE VEGETATIVE COVER.

6. STORMWATER INLETS AND INLET PROTECTION SHALL BE KEPT CLEAR OF DEBRIS, AND SEDIMENT.

7. ROADS SHALL BE KEPT CLEAR OF DEBRIS AND SEDIMENT.

8. CONSTRUCTION ENTRANCES SHALL BE MAINTAINED TO ENSURE CONTINUED FUNCTIONALITY THROUGHOUT

DURATION OF THE PROJECT.

9. RECORDS SHALL BE KEPT OF INSPECTIONS AND ANY CORRECTIVE ACTIONS TAKEN BY THE CONTRACTOR.

10. FINAL STABILIZATION OF THE SITE SHALL CONSIST OF SODDING (MATCH WITH EXISTING GRASS) AND

REQUIRED SITE PREPARATION (TOPSOIL, FERTILIZER, WATERING, ETC.) FOR SUCCESSFUL ESTABLISHMENT

OF THE SOD.

11. EROSION AND SEDIMENT CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL SITE IS FULLY STABILIZED, AND

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 G

C V

PIV

WPB

TRANS

WPB

LS CO

FDC

DUMPSTER

PAD

C O

B U

BUS

YDYD

YD YD YD

YDYD

DDCV

ICV

G V

HYD

ICV

V IC

VIC

HYD GV

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

IRR

FDC

GEN

ECB

IRR

YD W

HYD GV

21 20

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

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

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

INV 12"RCP

15230

8.00INV 12"RCP

15231

8.79

INV 12"RCP

15232 8.00

CALL BOX

VAULT

KEY PAD

17 17

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)

B-15

B-1

1 1

EX. GAURD RAIL

SFSFSFSFSFSFSFSF

SFSF

LOC

LOC LOC LOC

LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOC

LOC LOC LOC

LOC LOC LOC LOC LOC LOC LOC LOC LOC

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

FO FO FO

Scale: 1" = 30'1 DEMO AND EROSION & SEDIMENT CONTROL PLAN 6

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

STOP - CAUTION!!!

BEFORE YOU DIG CALL 811 AT LEAST

48 HOURS PRIOR TO CONSTRUCTION

LEGEND:

ATC

H : C

GRAPHIC SCALE

1" = 30'

30'0 60'15'

KEY NOTES (NOT ALL USED ON THIS SHEET)

DEMOLITION NOTES

1. PROTECT EXISTING WATER MAIN

2. PROTECT EXISTING UNDERGROUND ELECTRICAL

3. REMOVE AND REPLACE EXISTING LIGHTPOLE SEE ELECTRICAL

23-EN-400

3a. REMOVE AND REPLACE EXISTING YARD DRAIN.

3b. REMOVE AND REPLACE EXISTING BUS SHELTER.

3c. REMOVE AND REPLACE EXISTING BALLORDS SEE 10/CS502 3d. REMOVE AND REPLACE EXISTING CALL BOX

4. PROTECT EXISTING IRRIGATION LINE CROSSING

5. PROTECT EXISTING FIBER OPTIC CABLE

6. PROTECT EXISTING GAS LINE

7. PROTECT EXISTING STORM SEWER

EROSION AND SEDIMENT CONTROL

8. INSTALL INLET PROTECTION SEE 4/CS506

9. INSTALL SILT FENCE - REFER TO SHEET 2/CS506

10. INSTALL CURB INLET PROTECTION SEE 5/CS506

DEMOLITION NOTES:

1. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO CONSTRUCTION ACTIVITIES.

2. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR TO STARTING WORK. REFER TO SEDIMENT EROSION

CONTROL NOTES ON C-001 & CS506.

3. PROVIDE INLET PROTECTION AT ALL CURB INLETS AND DROP INLETS AFFECTED BY CONSTRUCTION RUNOFF.

4. PHASE DEMOLITION AS NEEDED TO MAINTAIN DRAINAGE AND UTILITIES FOR MINIMAL DISRUPTION.

5. INSTALL TREE PROTECTION FENCING AROUND TREES SHOWN TO BE PROTECTED. AVOID TREE REMOVAL WHENEVER

POSSIBLE - EVEN WHEN NOTED FOR REMOVAL.

6. PROTECT ALL EXISTING SITE ELEMENTS (TREES, UTILITIES, CURB, ETC.) NOT NOTED FOR REMOVAL. REPLACE IN KIND IF

DAMAGED AT NO COST TO THE GOVERNMENT.

7. CONTRACTOR SHALL REMOVE AND DISPOSE ALL DEMOLITION ITEMS OFFSITE IN ACCORDANCE WITH APPLICABLE

FEDERAL, STATE AND LOCAL REQUIREMENTS.

8. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL HORIZONTAL AND VERTICAL CONTROLS.

9. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.

10. SUBSTITUTIONS FROM INFO SHOWN HEREIN SHALL BE REVIEWED AND APPROVED BY VAMC.

11. COORDINATE ALL UTILITY RELOCATIONS / DISRUPTIONS WITH VAMC STAFF.

12. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE SERVICE PROVIDER FOR CONNECTION TO OFFSITE

TELECOMMUNICATION SERVICE.

13. ALL LANDSCAPED AREA DISTURBED FOR TELECOMUNICATIONS DUCT BANK INSTALLATION TO BE RESTORED IN KIND.

14. CLEAN CUT ALL TREE ROOTS WHEN ENCOUNTERED DURING EXCAVATION.

15. CONTRACTOR RESPONSIBLE FOR LOCATING VETERANS AFFAIR'S PRIVATE UTILITIES. 811 WILL LOCATE ONLY PUBLIC

UTILITIES

EROSION AND SEDIMENT CONTROL MAINTENANCE NOTES:

1. ALL EROSION, INLET PROTECTION, AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY

AND OPERATION AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN ONE-QUARTER INCH (DURING A 24-HOUR PERIOD). CONTRACTOR SHALL TAKE IMMEDIATE CORRECTIVE

ACTION FOR ANY DEVICE FAILURE

3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE

FENCE. THE SILT FENCE SHALL BE REPAIRED AS NECESSARY TO MAINTAIN THE BARRIER.

4. TEMPORARY STABILIZATION MEASURES SUCH AS TEMPORARY SEED OR SOD SHALL INSTALLED TO STABILIZE

THE SITE AND SHAL BE MAINTAINED UNTIL FINAL STABILIZATION.

5. ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED AS SPECIFIED TO

MAINTAIN VIGOROUS, DENSE VEGETATIVE COVER.

6. STORMWATER INLETS AND INLET PROTECTION SHALL BE KEPT CLEAR OF DEBRIS, AND SEDIMENT.

7. ROADS SHALL BE KEPT CLEAR OF DEBRIS AND SEDIMENT.

8. CONSTRUCTION ENTRANCES SHALL BE MAINTAINED TO ENSURE CONTINUED FUNCTIONALITY THROUGHOUT

DURATION OF THE PROJECT.

9. RECORDS SHALL BE KEPT OF INSPECTIONS AND ANY CORRECTIVE ACTIONS TAKEN BY THE CONTRACTOR.

10. FINAL STABILIZATION OF THE SITE SHALL CONSIST OF SODDING (MATCH WITH EXISTING GRASS) AND

REQUIRED SITE PREPARATION (TOPSOIL, FERTILIZER, WATERING, ETC.) FOR SUCCESSFUL ESTABLISHMENT

OF THE SOD.

11. EROSION AND SEDIMENT CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL SITE IS FULLY STABILIZED, AND

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 G

C V

PIV

WPB

TRANS

WPB

LS CO

FDC

DUMPSTER

PAD

C O

B U

BUS

YDYD

YD YD YD

YDYD

DDCV

ICV

G V

HYD

ICV

V IC

VIC

HYD GV

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

IRR

FDC

GEN

ECB

IRR

YD W

TOB

WPB

14 13 1211 10

14 13 12 11 10

1011121314

17 17

1615141312

14 14

W W

W W W

W W

BE BE

UNK

BE BE

BEBEBE

BE BE BE

BE BE BE BE BE BE

UNK

IRR IRR IRR IRR IRR IRR

IRR

BE BE BE BE BE BE

BED

D D

D D D D

D D

Unknown

394041424344

53 54 55 56 57 58

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

96" C.M.P.

TOP PIPE EL. 13.84

INVERT EL. 5.76

B U

X X

WPB

YD YD YD

IRR

ECB

D D D

BEBEBE

BE BE

BE BE BE BE

IRR

IRR IRR IRR IRR IRR

IRR

D D

3 41

9 42

8 44

D D

121110

141312

12 11 10

14 13

CATCH BASIN

RIM EL. = 14.28

INV. EL. = 7.85 (N)

INV. EL. = 8.01 (E)

CATCH BASIN

RIM EL. = 15.86

INV. EL. = 8.01 (N)

INV. EL. = 8.01 (S)

CATCH BASIN

RIM EL. = 15.891

INV. EL. = 8.14 (N)

18" CMP OUTFALL

INV. EL. = 7.51

18" CMP OUTFALL

INV. EL. = 6.84

96" CMP

INV. EL. = 4.82 (N)

96" CMP

INVERT EL. = 4.82 (N)

18" R C

P PIPE

X X

4 7

3a 3a

LOC

X X

LOC

LOC LOC LOC LOC

LOC LOC LOC

LOC

X X

LOC

LOC LOC LOC

LOC

LOC LOC

SF SF

X X X X

X X

XX X

X X

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

FO FO FO

Scale: 1" = 30'1 DEMO AND EROSION & SEDIMENT CONTROL PLAN 7

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

STOP - CAUTION!!!

BEFORE YOU DIG CALL 811 AT LEAST

48 HOURS PRIOR TO CONSTRUCTION

LEGEND:MATCH: CD102

C H

: C D

GRAPHIC SCALE

1" = 30'

30'0 60'15'

KEY NOTES (NOT ALL USED ON THIS SHEET)

DEMOLITION NOTES

1. PROTECT EXISTING WATER MAIN

2. PROTECT EXISTING UNDERGROUND ELECTRICAL

3. REMOVE AND REPLACE EXISTING LIGHTPOLE SEE ELECTRICAL

23-EN-400

3a. REMOVE AND REPLACE EXISTING YARD DRAIN.

3b. REMOVE AND REPLACE EXISTING BUS SHELTER.

3c. REMOVE AND REPLACE EXISTING BALLORDS SEE 10/CS502 3d. REMOVE AND REPLACE EXISTING CALL BOX

4. PROTECT EXISTING IRRIGATION LINE CROSSING

5. PROTECT EXISTING FIBER OPTIC CABLE

6. PROTECT EXISTING GAS LINE

7. PROTECT EXISTING STORM SEWER

EROSION AND SEDIMENT CONTROL

8. INSTALL INLET PROTECTION SEE 4/CS506

9. INSTALL SILT FENCE - REFER TO SHEET 2/CS506

10. INSTALL CURB INLET PROTECTION SEE 5/CS506

DEMOLITION NOTES:

1. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO CONSTRUCTION ACTIVITIES.

2. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR TO STARTING WORK. REFER TO SEDIMENT EROSION

CONTROL NOTES ON C-001 & CS506.

3. PROVIDE INLET PROTECTION AT ALL CURB INLETS AND DROP INLETS AFFECTED BY CONSTRUCTION RUNOFF.

4. PHASE DEMOLITION AS NEEDED TO MAINTAIN DRAINAGE AND UTILITIES FOR MINIMAL DISRUPTION.

5. INSTALL TREE PROTECTION FENCING AROUND TREES SHOWN TO BE PROTECTED. AVOID TREE REMOVAL WHENEVER

POSSIBLE - EVEN WHEN NOTED FOR REMOVAL.

6. PROTECT ALL EXISTING SITE ELEMENTS (TREES, UTILITIES, CURB, ETC.) NOT NOTED FOR REMOVAL. REPLACE IN KIND IF

DAMAGED AT NO COST TO THE GOVERNMENT.

7. CONTRACTOR SHALL REMOVE AND DISPOSE ALL DEMOLITION ITEMS OFFSITE IN ACCORDANCE WITH APPLICABLE

FEDERAL, STATE AND LOCAL REQUIREMENTS.

8. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL HORIZONTAL AND VERTICAL CONTROLS.

9. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.

10. SUBSTITUTIONS FROM INFO SHOWN HEREIN SHALL BE REVIEWED AND APPROVED BY VAMC.

11. COORDINATE ALL UTILITY RELOCATIONS / DISRUPTIONS WITH VAMC STAFF.

12. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE SERVICE PROVIDER FOR CONNECTION TO OFFSITE

TELECOMMUNICATION SERVICE.

13. ALL LANDSCAPED AREA DISTURBED FOR TELECOMUNICATIONS DUCT BANK INSTALLATION TO BE RESTORED IN KIND.

14. CLEAN CUT ALL TREE ROOTS WHEN ENCOUNTERED DURING EXCAVATION.

15. CONTRACTOR RESPONSIBLE FOR LOCATING VETERANS AFFAIR'S PRIVATE UTILITIES. 811 WILL LOCATE ONLY PUBLIC

UTILITIES

EROSION AND SEDIMENT CONTROL MAINTENANCE NOTES:

1. ALL EROSION, INLET PROTECTION, AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY

AND OPERATION AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN ONE-QUARTER INCH (DURING A 24-HOUR PERIOD). CONTRACTOR SHALL TAKE IMMEDIATE CORRECTIVE

ACTION FOR ANY DEVICE FAILURE

3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE

FENCE. THE SILT FENCE SHALL BE REPAIRED AS NECESSARY TO MAINTAIN THE BARRIER.

4. TEMPORARY STABILIZATION MEASURES SUCH AS TEMPORARY SEED OR SOD SHALL INSTALLED TO STABILIZE

THE SITE AND SHAL BE MAINTAINED UNTIL FINAL STABILIZATION.

5. ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED AS SPECIFIED TO

MAINTAIN VIGOROUS, DENSE VEGETATIVE COVER.

6. STORMWATER INLETS AND INLET PROTECTION SHALL BE KEPT CLEAR OF DEBRIS, AND SEDIMENT.

7. ROADS SHALL BE KEPT CLEAR OF DEBRIS AND SEDIMENT.

8. CONSTRUCTION ENTRANCES SHALL BE MAINTAINED TO ENSURE CONTINUED FUNCTIONALITY THROUGHOUT

DURATION OF THE PROJECT.

9. RECORDS SHALL BE KEPT OF INSPECTIONS AND ANY CORRECTIVE ACTIONS TAKEN BY THE CONTRACTOR.

10. FINAL STABILIZATION OF THE SITE SHALL CONSIST OF SODDING (MATCH WITH EXISTING GRASS) AND

REQUIRED SITE PREPARATION (TOPSOIL, FERTILIZER, WATERING, ETC.) FOR SUCCESSFUL ESTABLISHMENT

OF THE SOD.

11. EROSION AND SEDIMENT CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL SITE IS FULLY STABILIZED, AND

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

DUMPSTER

PAD

B U

BUS

H R

Gate

Gat e

Gate

GATE

Unknown

CAN

OPY

OVE

ALUMINUM TRAILOR WITH ALUMINUM HANDI-CAP RAMP & STEPS

CALL BOX

CS cs cs

WATER PUMP

N SIGN

METAL STEPS

DIESEL TANK

CALL BOX

HYD

BUS

B U

BUS

B U

X X

Building B-3 B-3

Pa rk ing G ar 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

GEN

ECB

FIRE STATION

FOFOFOFOFOFO

MHFO

1+71.8

0+00.0

1+00.0

HYD

M H

FOFO

M H

FOFO

DUCT BANK - (oo)

DUCT BANK - (pp)

DUCT BANK - (nn)

DUCT BANK - (B)

DUCT BANK - (hh)

DUCT BANK - (ii)

DUCT BANK - (jj)

DUCT BANK - (kk) DUCT BANK - (ll)

DUCT BANK - (gg)

DUCT BANK - (D1)

DUCT BANK - A(1)

DUCT BANK - (ff)

DUCT BANK - (ee)

DUCT BANK - (dd)

DUCT BANK - (cc)

DUCT BANK - (bb)

DUCT BANK - (aa)

DUCT BANK - A(3)

DUCT BANK - (C)

DUCT BANK - (qq)

DUCT BANK - (mm)

DUCT BANK - A(4)

DUCT BANK - A(5)

DUCT BANK - A(6)

DUCT BANK - (rr)

DUCT BANK - A(6)

DUCT BANK - (E)

DUCT BANK - A(2)

MH:10

MH:11

HH:11A

HH:9 HH:8

HH:6

HH:4A

HH:4

MH:3

MH:2

HH:1

HH:29

HH:30

MH:31

HH:32

EXISTING

PROVIDER VAULT

HH:7

HH:12

HH:13

HH:14

HH:15

HH:16

HH:17

MH:18

HH:19

HH:20

HH:21

HH:22

HH:23

HH:24

HH:25

HH:26

HH:27

HH:28

MH:5AMH:5

HH:5B

MH:5C

HH:33

HH:5D

PLANNED

PROVIDER

VAULT

DUCT BANK - (D2)

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

SITE FEATURES

FO FO FO

STOP - CAUTION!!!

BEFORE YOU DIG CALL 811 AT LEAST

48 HOURS PRIOR TO CONSTRUCTION

Scale: 1" = 80'1 CIVIL SITE LAYOUT PLAN

FIBER OPTIC DUCTBANK

ALIGNMENT INDEX:

DUCT BANK DISTANCE. # OF DUCTS

LINE A - 4255 LF VARIOUS

LINE A(1) - HH(1) to (4A) (6) 4" DUCTS LINE A(2) - HH(4A) to MH(5C) (4) 4" DUCTS LINE A(3) - MH(5C) to (10) (6) 4" DUCTS LINE A(4) - MH(10) to (11) (4) 4" DUCTS LINE A(5) - MH(11) to (11A) (6) 4" DUCTS LINE A(6) - HH(11A) to (22) (4) 4" DUCTS

LINE B - 922 LF (2) 4" DUCTS

LINE C - 172 LF (6) 4" DUCTS

LINE D - 1430 LF VARIOUS

LINE D(1) - HH(1) to MH(31) (6) 4" DUCTS LINE D(2) - MH(31) to EX. (2) 4" DUCTS

LINE E - 280 LF (2) 4" DUCTS

LINE aa - 26 LF (2) 4" DUCTS LINE bb - 36 LF (2) 4" DUCTS LINE cc - 32 LF (2) 4" DUCTS LINE dd - 36 LF (2) 4" DUCTS LINE ee - 41 LF (6) 4" DUCTS LINE ff - 41 LF (6) 4" DUCTS LINE gg - 70 LF (2) 4" DUCTS LINE hh - 20 LF (2) 4" DUCTS LINE ii - 46 LF (2) 4" DUCTS LINE jj - 76 LF (2) 4" DUCTS LINE kk - 55 LF (2) 4" DUCTS LINE ll - 55 LF (2) 4" DUCTS LINE mm - 20 LF (4) 4" DUCTS LINE nn - 15 LF (2) 4" DUCTS LINE oo - 14 LF (2) 4" DUCTS LINE pp - 14 LF (2) 4" DUCTS LINE qq - 23 LF (2) 4" DUCTS LINE rr - 178 LF (4) 4" DUCTS

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

GRAPHIC SCALE

1" = 80'

80'0 160'40'

GENERAL SITE NOTES:

1. RESTORE SITE TO PREVIOUS CONDITION, INCLUDING BUT NOT LIMITED TO: ASPHALT, PAVEMENT MARKINGS, SIDEWALK, CURB AND GUTTER, GRASS, AND LANDSCAPING.

2. PERMANENT SEEDING TYPICAL FOR ALL DISTURBED AREAS.

3. CLEAN CUT ALL TREE ROOTS WHEN ENCOUNTERED DURING EXCAVATION.

4. CONTRACTOR RESPONSIBLE FOR LOCATING VETERANS AFFAIR'S PRIVATE UTILITIES. 811 WILL LOCATE ONLY

PUBLIC UTILITIES.

5. PROVIDE INLET PROTECTION AT ALL CURB INLETS AND DROP INLETS AFFECTED BY CONSTRUCTION RUNOFF.

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

B - 23

INV/8'CMP

11895 4.54

INV/8'CMP

11896 5.76

V/18

" C

.24

B U

TOB

YDYD

H R

HYD GV

1817161515

18 18

19 19

1617 18

21 20

19 18 17 16 15 14 13 12 11 10

19 18 17 16 15 14 13 12

15 14

WBE

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

CONTROL BOXS

WPB

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

GATE

CONTROL BOXS

GATE

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

BE BE BEBEBE

BEBE

BEBEBE

V 24

CP M

.79

INV 12"RCP

15230

8.00INV 12"RCP

15231

8.79

INV 12"RCP

15232 8.00

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

FOFOFOFOFOFOFOFOFOFO

LOC

SFSFSFSFSFSFSFSFSFSFSFSF

DUCT BANK - (D)

R35.00'

R40.00'

39.7°'

LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

0+00.0

1+00.0

2+00.0

EX. GAURD RAIL

0+00.0

1+00.0

2+00.0

3+00.0

5c5c

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 G

C V

PIV

WPB

TRANS

WPB

LS CO

FDC

DUMPSTER

PAD

C O

B U

BUS

YDYD

YD YD YD

YDYD

DDCV

ICV

HYD

ICV

V IC

VIC

HYD GV

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

IRR

FDC

GEN

ECB

IRR

YD W

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

FO FO FO

STOP - CAUTION!!!

BEFORE YOU DIG CALL 811 AT LEAST

48 HOURS PRIOR TO CONSTRUCTION

Scale: 1" = 30'1 CIVIL CONSTRUCTION PLAN 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

C H

: C U

LEGEND:

GRAPHIC SCALE

1" = 30'

30'0 60'15'

MATCH: CU103

CIVIL CONSTRUCTION NOTES:

1. ALL THE WORK TO BE CONSTRUCTED IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS

2. RESTORE SITE TO EXISTING CONDITION, INCLUDING BUT NOT LIMITED TO:

ASPHALT, PAVEMENT MARKINGS, SIDEWALK, CURB AND GUTTER, GRASS,

AND LANDSCAPING.

3. UTILITIES AND SITE FEATURES DISTURBED DURING CONSTRUCTION SHALL

BE RESTORED TO EXISTING CONDITION INCLUDING ANY LIGHT POLES, BUS

STOPS, OR OTHERS IMPACTED.

4. LOCATE TAPE FOR EXISTING UTILITIES DISTURBED DURING CONSTRUCTION

SHALL BE RESTORED TO EXISTING CONDITIONS.

5. FOR PERMANENT STABILIZATION, CONTRACTOR SHALL USE SOD, TYPICAL

OF GRASS ON SITE, FOR ALL DISTURBED AREAS.

6. CLEAN CUT ALL TREE ROOTS WHEN ENCOUNTERED DURING EXCAVATION.

7. CONTRACTOR RESPONSIBLE FOR LOCATING VETERANS AFFAIR'S PRIVATE

UTILITIES. 811 WILL LOCATE ONLY PUBLIC UTILITIES.

8. PROVIDE INLET PROTECTION AT ALL CURB INLETS AND DROP INLETS

AFFECTED BY CONSTRUCTION RUNOFF.

KEY NOTES (NOT ALL USED ON THIS SHEET)

DUCT BANK CONSTRUCTION REFERENCES:

1. SEE SHEET CS501 THRU CS513 FOR CIVIL SITE CONSTRUCTION,

EROSION CONTROL, ASPHALT AND CONCRETE REPAIR, TRENCHING,

AND OTHER DETAILS FOR DUCT BANK CONSTRUCTION.

2. SEE TELECOM SHEET TN505 & TN506 FOR DUCT BANK HANDHOLES,

MANHOLES, AND OTHER DETAILS REQUIRED FOR DUCT BANK

CONSTRUCTION.

3. SEE CU201 THRU CU205 FOR DUCT BANK PROFILES.

4. SEE SHEET C-001 FOR THE DUCT BANK CONSTRUCTION NOTES.

5. SEE SHEET C-003 FOR SITE CONSTRUCTION PHASING PLAN.

RESTORATION AND STABILIZATION

1. RESTORE SIDEWALK/HARDSCAPE TO EXISTING CONDITIONS

1a. INSTALL REINFORCED SIDEWALK SEE 2/CS501

2. RESTORE ROAD CROSSING TO EXISTING CONDITIONS

3. RESTORE PERVIOUS PAVEMENT TO EXISTING CONDITIONS

4. RESTORE AND STABALIZE LANDSCAPE TO EXISTING CONDITIONS

5. REMOVE AND REPLACE EXISTING LIGHTPOLES SEE ELECTRICAL 23 - EN - 400

5a. REMOVE AND…

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