ATTACHMENT 7 - Civil 4 of 5.pdf

PDF 18 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 solicitation from the Department of Veterans Affairs Technology Acquisition Center Austin for infrastructure upgrades construction services at the West Palm Beach facility. The solicitation seeks proposals to perform upgrades to the existing EHRM infrastructure including but not limited to installing new network switches, upgrading existing network switches, installing new fiber optic cabling and conduits, upgrading wireless access points and controllers, and upgrading physical security systems. Offerors should submit proposals by the date listed in the solicitation to be considered for award. Pricing is to be submitted on a firm-fixed-price basis for the base year and four option years. This attachment provides additional details on the scope of work and technical requirements for the infrastructure upgrades.

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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
Updated Drawings for Clarifications.pdf	PDF	Sep 5, 2023
36C77623B0045 0003.pdf	PDF	Sep 5, 2023
Clarifications to Technical Questions 9-5-23.pdf	PDF	Sep 5, 2023
Cart Lift Motor Photos.pdf	PDF	Sep 5, 2023
Technical Questions - FINAL - West Palm Beach 8-21-23.pdf	PDF	Aug 21, 2023
36C77623B0045 0002.pdf	PDF	Aug 21, 2023
Map of Wells Question 66.pdf	PDF	Aug 21, 2023
Photos for Responses to Questions 124 and 127.pdf	PDF	Aug 21, 2023
36C77623B0045 0001.pdf	PDF	Jul 19, 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 - 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 4 - Civil 1 of 5.pdf	PDF	Jul 6, 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
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 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

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D D

DDDDDD

BUS STOP

.99

TRAV/XCUT

.89

CTRL/1

.88

TOP 3"PVC

10093 12.14

WELL

ONITORIN

.21

TRAV/60

D SET

.50

GRAIL10

.61 GRAIL10

.79

GRAIL10

.32

GRAIL10

.60

GRAIL10

.37

DDDDDDDD

D D

S S S S S S S

HYD

G V G

C V

PIV

WPB

TRANS

X X

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

X X

W W

FDC

DUMPSTER

PAD

CTRL/M

AG N

.61

WV/Cover 14284 15.70

BLD

G/C

.07

SV/C

ov er

.08

BLD

G/C

.96

WPB

14 13

11 10

14 13 12

14 13 12 11 10

W W W W

PROPANE GAS

GAS

GAS GAS

UNK

U N

UNK

14.96

.59

.10

D D

CB/CL

14942 14.13

FO FO

SSSSSS

EXISTING

WETLANDS AREA

EXISTING FENCE

(20 FT TO 30FT)

WETLAND BUFFER

CATCH BASIN

RIM EL. 14.13

INV. EL. 8.88 (S)

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)

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

CONTROL POINT

NORTHING: 92580.29

EASTING: 946932.45

B-13 B-14

B-22

LOC LOC LOC LOC

LOCLOCLO

LOC

LOCLOCLO

CLOCLOCLOC

LOCLO

HYD

LOC

L4 C3L1

EX3

LOC

17.50FG

14.75FG

16.90FG

15.90FG

16.75FG

17.40FG

16.70FG

16.00FG

17.28FG

13.50BOW

17.40FG

15.00BOW

17.50FG

15.48FG

15.97FG

15.40FG

15.92FG

15.69FG

16.30FG

16.90FG

17.40FG

16.90FG

16.90FG 16.31FG

16.85FG

15.50FG

15.75FG16.04FG

16.00FG

15.60FG

17.50FG

14.10BOW

14.00FG

17.40FG

17.33FG

16.57BOW

17.50FG

16.90FG

17.00FG

17.40FG

16.95FG

17.50FG

16.29FG

16.33FG

15.64FG

16.60FG

15.50FG

NEW DATA

CENTER

BUILDING

FFE: 17.5

TIE TO EXISTING

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

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

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

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

D es ig n/

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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

Scale: 1" = 20'1 DATA CENTER - GRADING AND DRAINAGE PLAN

GRAPHIC SCALE

1" = 20'

20'0 40'10'

PROPOSED CONTOUR

FLOW DIRECTION

LIMITS OF DISTURBANCE

SPOT ELEVATION

15.00

LEGEND:LEGEND:

GRADING NOTES

1. AT CURB LOCATIONS SINGLE SPOT ELEVATIONS ARE AT FACE OF CURB

AND TOP OF ASPHALT U.N.O.

2. WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT NEW WORK SHALL

MATCH EXISTING.

ALIGNMENT - DRIVE LANE

NUMBER

LENGTH

(FT)

24.00

27.23

213.75

40.02

32.77

RADIUS

(FT)

40.50

40.00

LINE/CHORD DIRECTION

N38° 31' 04.39"E

N19° 15' 32.47"E

N00° 00' 00.00"E

N28° 39' 43.26"E

N57° 19' 26.53"E

NORTHING

892369.0866

892387.8645

892413.0861

892626.8362

892660.5057

EASTING

946763.6423

946778.5885

946787.4008

946805.8053

ALIGNMENT - DRIVEWAY

NUMBER

LENGTH

(FT)

37.36

8.25

RADIUS

(FT)

63.71

LINE/CHORD DIRECTION

S70° 56' 20.53"E

N90° 00' 00.00"E

NORTHING

892387.8645

892375.8362

EASTING

946778.5885

946813.4008

-0+25.00 0+00.00 0+50.00 1+00.00 1+50.00 2+00.00 2+50.00 3+00.00 3+50.00

-0+20 -0+10 0+00.00

0+10 0+20 0+30 0+40 0+50.00

0+60 0+70 0+80 0+90 1+00.00

1+10 1+20 1+30 1+40 1+50.00

1+60 1+70 1+80 1+90 2+00.00

2+10 2+20 2+30 2+40 2+50.00

2+60 2+70 2+80 2+90 3+00.00

3+10 3+20 3+30 3+40 3+50.00

-0+25.00 0+00.00 0+50.00

-0+20 -0+10 0+00.00

0+10 0+20 0+30 0+40 0+50.00

-0.60% -0.93% -1.21%-1.16%

-0+25.00 0+00.00 0+50.00 1+00.00 1+50.00 1+75.00

-0+20 -0+10 0+00.00

0+10 0+20 0+30 0+40 0+50.00

0+60 0+70 0+80 0+90 1+00.00

1+10 1+20 1+30 1+40 1+50.00

1+60 1+70 1+75.00

STRUCTURE TABLE

STRUCTURE NAME

EX3

STRUCTURE DETAILS

RIM = 15.48

SUMP = 8.00

P1 INV OUT = 8.00

RIM = 14.00

SUMP = 7.50

P1 INV IN = 7.50

P2 INV OUT = 7.50

RIM = 13.89

SUMP = 7.00

P2 INV IN = 7.00

PIPES IN

P1, HDPE 12 DIA. , INV. IN = 7.50

P2, HDPE 12 DIA. , INV. IN = 7.00

PIPES OUT:

P1, HDPE 12" DIA. , INV OUT = 8.00

P2, HDPE 12" DIA. , INV OUT = 7.50

NORTHING,

EASTING

892654.6555, 946812.5179

892576.0435, 946875.6474

892575.8236, 946932.8329

PIPE TABLE

PIPE NAME

SIZE

12"

LENGTH

101'

57'

SLOPE

0.50%

0.87%

MATERIAL

DOUBLEWALL HDPE

PVI STA: 0+28.76

PVI ELEV:15.91

K: 29.0

LVC: 23.0

+2 8.

C E:

+5 1.

C E:

PVI STA: 3+16.85

PVI ELEV:15.48

K: 26.0

LVC: 28.5

+9 5.

C E:

+2 4.

C E:

PVI STA: 1+32.71

PVI ELEV:17.03

K: 30.0

LVC: 49.2

+2 4.

C E:

+4 9.

C E:

0.28% -1.00%1.75%

-0.25%

P1 P2

S2 EX3

-0+25.00 0+00.00 0+50.00 1+00.00 1+50.00 1+75.00

-0+20 -0+10 0+00.00

0+10 0+20 0+30 0+40 0+50.00

0+60 0+70 0+80 0+90 1+00.00

1+10 1+20 1+30 1+40 1+50.00

1+60 1+70 1+75.00

EXISTING SURFACE

PROPOSED SURFACE

EXISTING SURFACE

PROPOSED SURFACE

EXISTING SURFACE

TIE TO EX. PARKING LOT

TIE TO EX.

ROADWAY

STOP - CAUTION!!!

BEFORE YOU DIG CALL 811 AT LEAST

48 HOURS PRIOR TO CONSTRUCTION

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

VERTICAL SCALE: 1"=3', HORIZANTOL SCALE: 1"=20'1 DATA CENTER ROADWAY PROFILE 2 DATA CENTER ROADWAY ALIGNMENT

VERTICAL SCALE: 1"=3', HORIZANTOL SCALE: 1"=20'3 PARKING LOT ENTRANCE DRIVEWAY PROFILE 4 PARKING LOT DRIVEWAY ALIGNMENT

6 STORMWATER NETWORK STRUCTURE TABLE

VERTICAL SCALE: 1"=3', HORIZANTOL SCALE: 1"=20'5 STORMWATER NETWORK PROFILE

7 STORMWATER NETWORK PIPE TABLE

D D

DDDDDD

CTRL/1

.88

TOP 3"PVC

10093 12.14

TOP 2"PVC POL

10094 10.94

PVC/TOP 1"

10247 11.33

WELL

ONITORIN

.21

DDDDDDDDDDDDDDD

RDRDRD

COCOCO

D D

S S 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

TOE TOE TOE TOE TOE TOE

W W

FDC

DUMPSTER

PAD

CTRL/M

AG N

.61

WV/Cover 14284 15.70

BLD

G/C

.07

SV/C

ov er

.08

BLD

G/C

.96

WPB

W W W W W W

PROPANE GAS

BE BE

BEBEBEBEBEBE

GAS

GAS GAS

BE BE

UNK

UNKUNK

UNK

U N

BEBEBEBEBE

BE BE BE BE

UNK

D D

FO FO

SSSSSS

B-13 B-14

B-22

9.9

10.0

X X

XXXXX

LOC LOC LOC LOC

LOCLOCLO

LOC

LOCLOCLO

CLOCLOCLOC

LOCLO

SS SS

W W W W W W W W W W W

W W

WWW

E E

E E E E

W W

X X

X X X X

HYD

LOC

EX3

LOC

E E

FOFOFOFOFOFO

M H

FOFOFOFOFOFO

INSTALL TAP

TO EXISTING

LINE W/ GATE

VALVE

CONNECT TO

EXISTING 6"

PVC LINE.

TIE BLDG. TO

NEW WATER

LINE (TYP.)

PROTECT EX.

HVAC IN PLACE

1c 1a

12FO

FOFOFO

FIRE DEPT.

CONNECTION

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

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

Scale: 1" = 20'1 UTILITY PLAN - DATA CENTER

GRAPHIC SCALE

1" = 20'

20'0 40'10'

UTILITY NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN

ACCORDANCE WITH STATE AND O.S.H.A. STANDARDS FOR ALL EXCAVATIONS.

2. THE LOCATION OF ALL UTILITIES LOCATED ON THESE PLANS ARE TAKEN FROM RECORDS

ENGINEERING PLANS AND SURVEYS. THE EXACT LOCATION AND ELEVATION OF ALL UTILITIES

MUST BE DETERMINED BY THE CONTRACTOR. IT SHALL BE THE DUTY OF THE CONTRACTOR TO

ASCERTAIN WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS

MAY BE PRESENT.

3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL PUBLIC AND PRIVATE

UTILITIES IN THE CONSTRUCTION OF THIS PROJECT.

4. ALL BRASS FITTINGS SHALL BE CERTIFIED LEAD FREE.

5. INSTALLATIONS SHALL BE INSTALLED BY A FLORIDA LICENSED UTILITY CONTRACTOR.

6. CONTRACTOR SHALL EXPLORE AHEAD PRIOR TO INSTALLATION AND DETERMINE ANY

CONFLICTS WITH EXISTING UTILITIES THAT ARE NOT SHOWN ON THE PLANS.

7. CONTRACTOR SHALL MAINTAIN MINIMUM SEPARATIONS FOR WATER, STORM SEWER, AND

SANITARY SEWER AS SPECIFIED IN ALL ASSOCIATED GUIDELINES.

8. IMPACT TO THE EXISTING UTILITY SERVICE SHALL BE MINIMIZED DURING CONSTRUCTION.

KEYNOTES:

DOMESTIC WATER

1. INSTALL 6" C-900 DR-14 PVC WATER MAIN. WHERE MAIN IS WITHIN 10FT OF

SANITARY SEWER, PIPE SHALL BE DIP: SEE 1,6/CS508

1a. INSTALL 6" C-900 DR-14 PVC LINE FOR FIRE PROTECTION 1b. INSTALL 1 12" C-900 PVC LINE FOR DOMESTIC WATER

1c. INSTALL SAMPLE POINT FOR DOMESTIC WATER SEE 7/CS508

2. REINSTALL FIRE HYDRANT: SEE 2/CS509

3. INSTALL BACKFLOW PREVENTER: SEE WTR 9/CS508, FIRE 3/CS509

4. INSTALL GATE VALVE: SEE 5/CS508

SANITARY SEWER

5. INSTALL DOGHOUSE MANHOLE: SEE 2/CS508

6. INSTALL 6" PVC SANITARY SEWER PIPE: SEE 1/CS508

7. INSTALL SEWER INJECTION SYSTEM: SEE 1/CS510 & CUTSHEET - BUILDING 23

SEWAGE EJECTOR SYSTEM_WEIL 2613 REMOVAL SYSTEM

8. INSTALL 2" FORCE MAIN SANITARY SEWER PIPE

9. INSTALL SANITARY CLEANOUT: SEE 4/CS508

TELE COM & ELECTRICAL

10. INSTALL UG ELECTRICAL LINE: SEE ELECTRICAL 23 - EN - 400

11. INSTALL TEMPORARY FIBER SERVICE LINE IN DUCT BANK TO MAINTAIN

SERVICE DURING CONSTRUCTION: SEE PH2/C-003 & TELECOM /TN-401

12. INSTALL FIBER HANDHOLE: SEE TELECOM TN506

13. INSTALL FIBER MANHOLE: SEE TELECOM TN506

14. REINSTALL PARKING LOT LAMP POSTS : SEE ELECTRICAL 23 - EN - 400

15. KEYPAD SERVICE LINE VIDEO CAMERA SERVICE LINE

16. INSTALL ELECTRICAL TRANSFORMER: SEE ELECTRICAL 23 - EN - 400

17. INSTALL HIGH VOLTAGE UG ELECTRICAL LINES; SEE ELECTRICAL 23 - EN - 400

STORM SEWER / OTHER

18. INSTALL FUEL TANK: SEE MECHANICAL EM-500

19. KEYNOTE NOT USED

20. INSTALL FUEL SUPPLY LINE TO BUILDING: SEE MECHANICAL EM-500

21. INSTALL STORMWATER PIPE: SEE 4/CS505

22. INSTALL STORMWATER INLET : SEE 1/CS504

23. INSTALL STORMWATER JUNCTION : SEE 4/CS504

LEGEND:

PLAN

MEDIUM BROOM FINISH

PERPENDICULAR TO

TRAFFIC FLOW

HAND TROWEL SCORE JOINT-

4"x3

4" DEEP, SPACING MATCH

SIDEWALK WIDTH

PROVIDE 12" BIT. EXPANSION JOINT @30' O.C.

WITH JOINT SEALER AS SPECIFIED-1/2" THICK,

16" BELOW FLUSH ON 12" THICK EXPANSION JOINT.

PLACE EXP. JOINT WHERE SHOWN ON PLAN,

WHERE NEW POUR IS CONTIGUOUS TO ANY

STRUCTURE, AND AT 30' O.C. MAX.

4"x 34" TOOLED JOINT

WITH RADIUS EDGES.

4000 PSI FIBER MESH

REINFORCED CONCRETE

COMPACTED SUBGRADE

95% STD. PROCTOR

ASTM D 698

SIDEWALK CONTRACTOR TO

BACKFILL ALL SIDEWALKS

4" ABC COMPACTED

AGGREGATE BASE

SECTION

ASPHALT SURFACE COURSE

TO MATCH EXISTING

FINISH GRADE

PROVIDE COMPACTED

BEVELED EDGE

COMPACTED ABC

(TYPE A)

COMPACTED SUBGRADE

98% STD. PROCTOR

12"

CARRY BASE COURSE 12" BEYOND

SURFACE COURSE AT LOCATIONS

WITHOUT CURB AND GUTTER

Scale: NTS

ASPHALT PAVEMENT DETAIL (TYPICAL)3

NOTES:

1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER, A 15-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED BY THE ENGINEER TO PREVENT

UNCONTROLLED CRACKING.

2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 12" SHALL BE

OBTAINED.

3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS.

JOINTS SHALL MATCH LOCATIONS WITH JOINTS ABUTTING THE SIDEWALK.

4. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STD. PROCTOR

DENSITY.

5. CURB SHALL BE DEPRESSED AS REQUIRED FOR ACCESSIBLE RAMP INSTALLATION. REFER TO PLANS AND

RAMP DETAILS FOR LOCATIONS AND IF DEPRESSED CURB IS REQUIRED.

6. CONCRETE COMPRESSIVE STRENGTH OF 4000 PSI TO BE USED; ACHIEVED AFTER 28 DAYS.

[3 m m

[2 m m

10" R

2'-0" [610mm]

[254mm]

NOTE: CROSS SLOPE OF GUTTER SAME

AS PAVEMENT.

[6mm]

"14

1/4" R

2'-0" [610mm]

[1 m m

NOTE: CROSS SLOPE OF GUTTER SAME

AS PAVEMENT.

1"R

[25.4mm]

3"R

[76.2mm]

[1 m m

[3 m m

" M

JOINT SEALER

RECESSED 18" TYP.

SURFACE OF

GUTTER

JOINT FILLER

8" RADIUS

TYPICAL

NOTES:

1. WHERE EX. ASPHALT SECTION IS DEMOLISHED AND REPLACED WITH NEW, DEMOLISH EX. ASPHALT AND SUBGRADE, RECOMPACT SOIL, RECONSTRUCT ROAD TO MATCH EXISTING BASE AND ASPHALT THICKNESS.

2. FINISH ASPHALT SURFACE TO MATCH EXISTING TO PREVENT PONDING, AND SLOPE TO DRAIN.

3. SUBGRADE COMPACTED TO 98% MAX DRY DENSITY ASTM D698 (STD. PROCTOR) WITH COMPACTION WITHIN

3% OF OPTIMUM MOISTURE CONTENT.

4. MATERIALS AND CONSTRUCTION METHODS TO CONFORM TO VA STANDARDS AND FLDOT SPECIFICATIONS.

WHERE SPECS. DIFFER, FLDOT STANDARDS AND SPECS, SHALL GOVERN.

Scale: NTS

CONCRETE SIDEWALK SECTION (TYPICAL)1

CONCRETE CURB & GUTTER (TYPICAL)

MOUNTABLE CONCRETE CURB & GUTTER (TYPICAL)

TRANSVERSE EXPANSION JOINT (TYPICAL)

NOTES

1. CONCRETE TO BE PLACE 4" THICK AND FINISHED WITH TAMPS, WOOD FLOATS AND

STIFF-BRISTLED BROOMS.

2. TRANSVERSE CONTRACTION JOINTS SHALL BE PLACED AT 20 FOOT INTERVALS.

ALL EDGES TO BE ROUNDED TO 14" RADIUS.

3. 1

2" EXPANSION JOINTS TO BE PLACED, WHERE SIDEWALK TIE INTO A STRUCTURE OR

TERMINATE AT CURB, RAMPS, OR DRIVEWAYS AT 60 FOOT INTERVALS.

4. PROVIDE FIBER MESH REINFORCEMENT IN ALL SIDEWALKS.

SF9.5 SUPERPAVE ASPHALT

SURFACE COURSE

I-19.0B SUPERPAVE ASPHALT

INTERMEDIATE COURSE

FINISH GRADE

PROVIDE COMPACTED

BEVELED EDGE

COMPACTED ABC

(TYPE A)

COMPACTED SUBGRADE

98% STD. PROCTOR

12"

CARRY BASE COURSE 12" BEYOND

SURFACE COURSE AT LOCATIONS

WITHOUT CURB AND GUTTER

2"2"

NORMAL DUTY ASPHALT PAVING (TYPICAL)

HEAVY DUTY ASPHALT PAVING

Scale: NTS

CONCRETE CURB & GUTTER (TYPICAL)4

6" PERVIOUS CONCRETE

PAVEMENT

FINISH GRADE

EXPANSION GAP BETWEEN

CONCRETE GUTTER AND ROAD

6" THICK, CLEAN #57 ROCK, NO FINES,

COMPACTED TO 98%

COMPACTED SUBGRADE TO 98%

6" MIN., MATCH EX.

6" MIN. MATCH EX.

PERMEABLE CONCRETE ROADWAY WITH VERTICAL CURB

Scale: NTS

PERMEABLE CONCRETE PAVEMENT DETAIL (TYPICAL)6

NOTES

1. AT A MINIMUM, PERMEABLE CONCRETE PAVEMENT SHALL BE SIZE, CONSTRUCTED, AND SLOPED TO

MATCH EXISTING.

2. MINIMUM DEPTH OF 6" CONCRETE.

3. MINIMUM 6" DEPTH STONE DRAINAGE BED.

4. CONCRETE WITH TRANSVERSE AND EXPANSION JOINTS TO BE LOCATED AND BUILT TO MATCH

EXISTING CONFIGURATION.

5. SEE SPECIFICATION SECTION "03 30 00.10 PORTLAND CEMENT PERVIOUS PAVEMENT" FOR MORE

INFORMATION.

18" CONCRETE VERTICAL CURB

(TYP.)

PLAN

MEDIUM BROOM FINISH

PERPENDICULAR TO

TRAFFIC FLOW

HAND TROWEL SCORE JOINT-

4"x3

4" DEEP, SPACING MATCH

SIDEWALK WIDTH

PROVIDE 12" BIT. EXPANSION JOINT @30' O.C.

WITH JOINT SEALER AS SPECIFIED-1/2" THICK,

16" BELOW FLUSH ON 12" THICK EXPANSION JOINT.

PLACE EXP. JOINT WHERE SHOWN ON PLAN,

WHERE NEW POUR IS CONTIGUOUS TO ANY

STRUCTURE, AND AT 30' O.C. MAX.

4"x 34" TOOLED JOINT

WITH RADIUS EDGES.

4000 PSI WIRE MESH

REINFORCED CONCRETE

COMPACTED SUBGRADE

95% STD. PROCTOR

ASTM D 698

SIDEWALK CONTRACTOR TO

BACKFILL ALL SIDEWALKS

4" ABC COMPACTED

AGGREGATE BASE

SECTION

Scale: NTS

CONCRETE SIDEWALK SECTION (REINFORCED)2

NOTES

1. CONCRETE TO BE PLACE 4" THICK AND FINISHED WITH TAMPS, WOOD FLOATS AND

STIFF-BRISTLED BROOMS.

2. TRANSVERSE CONTRACTION JOINTS SHALL BE PLACED AT 20 FOOT INTERVALS.

ALL EDGES TO BE ROUNDED TO 14" RADIUS.

3. 1

2" EXPANSION JOINTS TO BE PLACED, WHERE SIDEWALK TIE INTO A STRUCTURE OR

TERMINATE AT CURB, RAMPS, OR DRIVEWAYS AT 60 FOOT INTERVALS.

4. PROVIDE 6"x6" W4xW4 WIRE MESH REINFORCEMENT IN SPECIFIED SIDEWALKS.

X X X X X X X X X X

6"x6" W4xW4 WIRE MESH

2" ABOVE BOTTOM

CONCRETE PAVEMENT

FINISH GRADE

EXPANSION GAP BETWEEN

CONCRETE GUTTER AND ROAD

6" THICK #57 ROCK (ASTM C-35)

STABILIZED SUBGRADE

COMPACTED TO 98%

24"

6" MIN., MATCH EX.

CONCRETE DRIVE/APRON WITH GUTTER

Scale: NTS

CONCRETE PAVEMENT DETAIL (TYPICAL)5

NOTES

1. AT A MINIMUM, CONCRETE DRIVES AND APRONS SHALL BE SIZED, CONSTRUCTED, AND

SLOPED TO MATCH EXISITNG.

2. CONCRETE DRIVES AND APRONS TO BE MIN. 6" THICK.

3. CONCRETE WITH TRANSVERSE AND EXPANSION JOINTS TO BE LOCATED AND BUILT TO

MATCH EXISTING CONFIGURATION.

4. WHEN DEMO OCCURS, REMOVE ENTIRE SECTION BETWEEN EXPANSION JOINTS AND

REPLACE THAT SECTION. REPAIR SHALL BE SEAMLESS, AND PATCHES SHALL NOT BE

VISIBLE.

5. CONSTRUCT CONCRETE DRIVES AND APRONS TO MATCH EXISTING, SLOPE TO DRAIN.

CONCRETE CURB & GUTTER

SLOPE TO DRAIN, MATCH EXISTING

ADJUST WIDTH TO MATCH EX.

" M

C H

E X.

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

STANDARD VERTICAL CURB

PERVIOUS CONCRETE

PAVEMENT (MATCH EXISTING)

NOTES:

1. CONSTRUCT VERTICAL CURB AT PERVIOUS CONCRETE PARKING

LOT AND ROADWAY TO MATCH AND TIE TO EXISTING.

2. PROVIDE CONTROL JOINTS @ 10'-0" O.C.

3. PROVIDE EXPANSION JOINTS @ 20'-0" O.C.

2" R

H E

(MIN.)

STANDARD 18"

RIBBON CURB

(MIN.)

H E

1/ 4"

NOTES:

1. CONSTRUCT PERVIOUS CONCRETE PAVEMENT PARKING

LOT AND ROADWAY TO MATCH AND TIE TO EXISTING.

2. PROVIDE CONTROL JOINTS @ 10'-0" O.C.

3. PROVIDE EXPANSION JOINTS @ 20'-0" O.C.

Scale: NTS VERTICAL CURB (TYPICAL)4 Scale: NTS

RIBBON CURB (TYPICAL)5

AGGREGATE RESERVOIR

(MATCH EXISTING)

PERVIOUS CONCRETE

PAVEMENT (MATCH EXISTING)

AGGREGATE RESERVOIR

(MATCH EXISTING)

DETECTABLE WARNING

SURFACE

6"x 12" CONCRETE CURB

LANDING WIDTH

5'-0" MINIMUM

2'-0" VERTICAL CURB

SIDEWALK WIDTH 5'-0"

MINIMUM

NON-WALK SURFACE

Scale: NTS PARALLEL DIRECTIONAL CURB RAMP & LANDING (TYPICAL)2Scale: NTS

90 DEGREE TURN DIRECTIONAL RAMP & LANDING (TYPICAL)1

90°

EXPANSION JOINT

PERVIOUS PAVEMENT

3 DETECTABLE WARNING SURFACE

SLOPE: ZERO ±2.00%

DEPRESSED 2'-0" CURB AND GUTTER

5.00% (1:20) MAX SLOPE

CONCRETE

DEPRESSED CURB

· SIDEWALK WIDTH 5'-0" MINIMUM

· MATCH EXISTING WIDTH

6"x 12" CONCRETE CURB

Scale: NTS

DIRECTIONAL RAMP (TYPICAL)3

2'-0" CURB & GUTTER

EXPANSION JOINTS

EXPANSION JOINT

LANDING WIDTH

VARIES

(TYP)

5'-0" MINIMUM

NON-WALK SURFACE

DETECTABLE WARNING

SURFACE

2'-0" CURB & GUTTER

EXPANSION JOINT

6"x 12" CONCRETE CURB

NOTES:

1. MATCH WIDTH OF RAMP TO WIDTH OF EXISTING SIDEWALK.

2. CONSTRUCT WHERE EXISTING CURB RAMPS DEMOLISHED TO BUILD DUCTBANK.

3. 5% (1:20) MAX RAMP SLOPE

4. 2% (1:50) MAX CROSS SLOPE

5. CURB RAMPS REQUIRE A (4' - 0") MINIMUM LANDING, 2% (1:50) MAX CROSS SLOPE

AND LANDING SLOPE WHERE PEDESTRIANS PERFORM TURNING MANEUVERS.

SLOPE TO DRAIN TO CURB.

Scale: NTS

ADA COMPLIANT HAND RAILING (TYPICAL)9

3" 3"

3" PAVEMENT

SURFACE

PLASTIC

AGGREGATE

SUB GRADE

PROVIDE 58" Ø LEAD LAG BOLT

ANCHOR W/ 58" Ø 8" GALV. BOLTS

Scale: NTS

PLASTIC WHEEL STOP (TYPICAL)7

7'-0"

4" x 13

4" SQUARE

PERFORATED GALVANIZED

STEEL TUBING, ADD

REFLECTIVE STRIPPING

INSTALL AND ANCHOR PER

FLORIDA DOT STANDARDS

GRADE

STOP

NOTES:

1. WHEEL STOP OFFSET DISTANCE FROM BACK OF CURB TO CENTERLINE OF

WHEEL STOP BY 2.25 FEET.

2. WHEEL STOPS TO BE 6 FEET LONG, CENTERED ON THE PARKING STALL.

3. MATCH EXISTING ON SITE.

Scale: NTS

STOP SIGN (TYPICAL)8

NOTES:

1. ACCESSIBLE SPACE FOR VANS MUST BE 11' WIDE WITH 5'. ACCESS AISLES AND

BE DESIGNATED FOR VANS ONLY.

2. VA ACCESS AISLE REQUIREMENTS FOR ACCESSIBLE PARKING STALLS ARE

5'-0" AISLE WIDTH ON EACH SIDE OF AN ADA PARKING STALL.

3. ADA PARKING STALL SIGNS SHALL BE LOCATED 1 FT FROM BACK OF CURB OR

EDGE OF SIDEWALK IN LANDSCAPE AREA. DO NOT PLACE SIGNS IN A POSITION

THAT ANY WALKWAYS ARE OBSTRUCTED.

Scale: NTS

PARKING STALL MARKING (TYPICAL)6

9' MIN.9' MIN.

REGULAR SPACES

' M

.-2

0' M

6" R

N C

U R

B (T

W H

R D

L 7/

C S-

4" PAINTED PARKING

STALL LINES

FRONT VIEW

TOP VIEW

GRADE ELVATION

NOTE:

1. NO REBAR REQUIRED IN

CONCRETE FOUNDATION.

2. ONE(1) SINGLE PREFABRICATED

BOLLARD PROVIDED. MODEL 400,

MANUFACTURED BY BARRIER 1

SYSTEMS, INC. OR APPROVED

EQUAL.

CONCRETE IN BOLLARD TUBE

TOP OF CONCRETE

30" 30"

30"

CHAIR TO RAISE BOLLARD

OFF SUBGRADE

CONCRETE

FOUNDATION

REBAR (PROVIDED BY BARRIER1)

STEEL BOLLARD TUBE (TYP)

LIFTING PIN WELDED

TOP OF CONCRETE AND REBAR

36" DEEP

CONCRETE

Scale: NTS IMPACT BOLLARD DETAIL (TYPICAL)10 Scale: NTS

CAMPUS WAYFINDING EXTERIOR SIGN INSTALL (TYPICAL)11

DETECTABLE WARNING

SURFACE 6"x 12" CONCRETE CURB

LANDING WIDTH

5'-0" MINIMUM

2'-0" VERTICAL CURB

SIDEWALK WIDTH 5'-0"

MINIMUM

NON-WALK SURFACE

90°

EXPANSION JOINT

PERMEABLE PAVEMENT

NOTES:

1. RAMP TO BE CONSTRUCTED AT DATA CENTER UTILITY PAD. SEE KEYNOTE 4/CS101

2. RAMP SHALL BE REINFORCED WITH WIRE MESH TO MATCH ADJACENT

REINFORCED CONCRETE SIDEWALK SECTIONS.

3. LANDINGS SLOPED TO DRAIN TO PARKING LOT.

4. 5% (1:20) MAX RAMP SLOPE

5. 2% (1:50) MAX CROSS SLOPE

6. CURB RAMPS REQUIRE A (4' - 0") MINIMUM LANDING, 2% (1:50) MAX CROSS SLOPE

AND LANDING SLOPE WHERE PEDESTRIANS PERFORM TURNING MANEUVERS.

SLOPE TO DRAIN TO CURB.

ELEVATION (TYPICAL)CROSS SECTION (TYPICAL)

2" SCH. 40 PIPE

(1.90" O.D.)

TOP RAIL

3' -6

1 2"

3 4"

3' -6

1 2"

Ø11 2" x 18" TUBE

GRIP RAIL

(WHERE REQ'D.)

Ø5

8" ROD

STAND-OFF

WELDED TO GRIP

RAIL & POSTS

3' -0

2" SCH 40 PIPE (1.90"

O.D.) POSTS (SCH 80

REQ'D. FOR WELDED

BASE)

Ø1"x 1

16" TUBE PICKET

PICKET

1 12" 1"

GRIP RAIL

1 78"

TOP RAIL &

POST

8" SCH. 40 1

16"

MIN.

POSTS TO BE 5" MIN. DEEP

INTO CONC. IN Ø31

2" CORE

DRILLED OR BLOCKED OUT

HOLE & SET W/ NON-SHRINK

GROUT

EMBEDDED POST MOUNT

4" TYP.

TO EDGE OF

CONCRETE

EQ. TYP. PER

SPAN

4'-0 MAX

EQ. TYP. PER

SPAN

4'-0 MAX

MATERIALS

AVAILABLE IN ALUMINUM AND STAINLESS STEEL

PICKETS SPACED TO REJECT A

4" SPHERE

MOUNTING

4" MIN

5" MAX

5' (60") CLEAR SPACE

FROM FACADE TO INSIDE

EDGE OF GRIP/HAND RAIL

2 14"

NOTES:

1. 5% (1:20) MAX RAMP SLOPE

2. 2% (1:50) MAX CROSS SLOPE

3. CURB RAMPS REQUIRE A (4' - 0") MINIMUM LANDING, 2% (1:50) MAX CROSS SLOPE

AND LANDING SLOPE WHERE PEDESTRIANS PERFORM TURNING MANEUVERS.

SLOPE TO DRAIN TO CURB.

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

FOR TRENCH WIDTHS EXCEEDING 4' [1219mm] REFER TO

VA STANDARD DETAIL 32 12 16-02 "TYPE 2 UTILITY TRENCH

PATCH".

FOR TRENCH WHERE PORTLAND CEMENT CONCRETE

(PCC) PAVEMENT EXISTS, REFER TO 32 12 16-03 "TYPE 3

UTILITY TRENCH PATCH".

2" [50mm] MINIMUM OR THICKNESS OF EXISTING

PAVEMENT WHICHEVER IS GREATER.

BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED

ONLY FOR LONGITUDINAL TRENCHES WITH WIDTHS

GREATER THAN 6' [1829mm].

4" [100mm] MINIMUM ABC OR THICKNESS OF EXISTING

GRANULAR BASE COURSE MATERIALS (E.G. ABC & SELECT

MATERIAL) WHICHEVER IS GREATER.

REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY

TRENCH PAVEMENT PATCH NOTES" FOR ADDITIONAL

INFORMATION.

4'-0" MAX.

[1219mm]

1'-0" MAX.

[305mm]

1'-0" MAX.

[305mm]

TRENCH

BACKFILL

ABC 100% MIN.

COMPACTION

ASPHALTIC

CONCRETE

SAW CUT

EXISTING.

ASPHALT FULL

DEPTH BOTH

SIDES

TACK COAT

(TYP.)

EXISTING

PAVEMENT

Scale: NTS

TYPE 01 UTILITY TRENCH PATCH (TYPICAL)1

NOTE:

FIELD LEVEL DOME

COVERAGE = 41 POINTS

PER SQUARE INCH

INTERNAL EMBEDMENT FLANGE @

3" [76mm] C/C (SEE PLAN FOR

ORIENTATION)

90° POINTS

0.045" [1mm]

HIGH

INTERNAL EMBEDMENT FLANGE

@ 3" [76MM] C/C (SEE PLAN FOR

ORIENTATION)

0.625"Ø HOLE THROUGH EMBEDMENT

FLANGES (3 PER FLANGE) AS SHOWN ON

REFLECTED PLAN

0.625"[16mm]Ø HOLE

THROUGH

EMBEDMENT FLANGES

(3 PER FLANGE)

INTERNAL

EMBEDMENT

FLANGE 7 PER

TILE

0.1875"Øx0.0625" DEEP [5mmØx1mm] DOME

UNDERSIDE OF TILE

SECTION B-B

SECTION A-A

DETAILPLAN - TILE REFLECTED PLAN - TILE

[79mm] 3.125"3"

[76mm]

0.1875" [5mm]

3.125" [79mm]

0.1875" [5mm]

[5 m m

[3 5m m

0.20" [5mm]

0.20" [51mm]

0.45" [11mm]

1.26" [32mm]

1.67" [42mm]

24.625" [625mm]

TILE FILLED WITH

STRUCTURAL POLYMER

CONCRETE

0.625" [16mm]Ø HOLE

EMBEDMENT FLANGES AS

SHOWN IN PLAN

[2 m m

[6 m m

0.3

"R [10 mm]

90° POINTS

0.045" [1mm]

HIGH

0.20" [5mm]

0.20" [51mm]

0.45" [11mm]

1.26" [32mm]

1.67" [42mm]

24.625" [625mm]

0.3

"R [10 mm]

0.1875" [5mm]

[4 m m

5" [3

5m m

8m m

[7 m m

4m m

2.3 5"

[60 mm]

0.40" [10mm]

1.26" [32mm]

[2 m m

3m m

0m m

[4 2m m

1.67" [42mm]

[2 m m

0.0625" [1mm]B B

1.26" [32mm]

14 DOMES @ 1.67"

[42mm] SPACING C/C

24.625" [625mm]

2m m

[3 2m m

O M

7" [4

2m m

] S

G C

[6 m m

SEE

DETAIL

RIGHT

1.26" [79mm]

3.125" [79mm]

7 FLANGES @ 3"

[76mm] SPACING C/C

24.625" [625mm]

5" [5 m m

[3 2m m

[2 m m

[6 m m

[2 m m

9m m

0.625" [16mm]

1.238" [31mm]

DETECTABLE WARNING NOTES:

THE DETECTABLE WARNING STRIP MUST COVER THE ENTIRE WIDTH OF

THE RAMP OPENING, EXCLUDING THE WINGS. ALL DOMES MUST BE

ALIGNED IN THE DIRECTION OF TRAVEL. ONE CORNER OF THE LEADING

EDGE OF THE DETECTABLE WARNING MAY BE MORE THAN 5 FEET FROM

THE BACK OF THE CURB. WHEN LOCATED ALONG A CURB RETURN, THE

LEADING EDGE OF THE DETECTABLE WARNING MAY BE DEFINED BY THE

CHORD DRAWN BETWEEN THE LEADING EDGES OF THE RAMP OPENING.

Scale: NTS

TRUNCATED DOME TACTILE - WARNING STRIP (TYPICAL)5

4" [100mm] MINIMUM ABC OR THICKNESS OF EXISTING

GRANULAR BASE COURSE MATERIALS (E.G. ABC & SELECT

MATERIAL) WHICHEVER IS GREATER.

PORTLAND CEMENT CONCRETE (PCC) THICKNESS EQUAL

TO EXISTING.

FOR TRENCH WIDTHS 4' [1219mm] OR LESS REFER TO VA

STANDARD DETAIL 32 12 16-01 "TYPE 1 UTILITY TRENCH

PATCH".

FOR TRENCH WHERE PORTLAND CEMENT CONCRETE

(PCC) PAVEMENT EXISTS, REFER TO 32 12 16-03 "TYPE 3

UTILITY TRENCH PATCH".

2" [50mm] MINIMUM OR THICKNESS OF EXISTING

PAVEMENT WHICHEVER IS GREATER.

BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED

ONLY FOR LONGITUDINAL TRENCHES WITH WIDTHS

GREATER THAN 6' [1829mm].

REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY

TRENCH PAVEMENT PATCH NOTES" FOR ADDITIONAL

INFORMATION.

TRENCH WIDTHS

GREATER THAN 4'-0"

[1219mm]

TRENCH

BACKFILL

SAW CUT

EXISTING.

ASPHALT FULL

DEPTH BOTH

SIDESTACK COAT

(TYP.)

EXISTING

ASPHALT

CONCRETE

PAVEMENT

PATCH WIDTH IN

ACCORDANCE

WITH AGENCY

REQUIREMENTS

GRANULAR

MATERIAL OR

PCC

Scale: NTS

TYPE 02 UTILITY TRENCH PATCH (TYPICAL)2

REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY

TRENCH PAVEMENT PATCH NOTES" FOR ADDITIONAL

INFORMATION.

FOR TRENCH WIDTHS EXCEEDING 4' [1219mm] DELETE

LOAD TRANSFER DOWELS.

REFER TO NOTE 13 ON VA STANDARD DETAIL 32 12 16-04

"UTILITY TRENCH PAVEMENT PATCH NOTES".

4'-0" MAX.

[1219mm]

1'-0" MAX.

[305mm]

1'-0" MAX.

[305mm]

TRENCH

BACKFILL

CLASS S CONCRETE

Min. f'c=3000 PSI

[20.7 MPa]

SAW CUT EX.

CONCRETE FULL

DEPTH BOTH SIDES

EXISTING

PAVEMENT

(TYP)

ST/

EXISTING

CONCRETE

PAVEMENT (TYP)

1'-0" MAX.

[305mm]

1'-0" MAX.

[305mm]

1'-0" MAX.

[305mm]

1'-0" MAX.

[305mm]

6" -1

4" [1

-3 m m

LOAD TRANSFER

DOWELS. REFER TO

VA STANDARD

DETAIL 32 12 16-04

FOR PLACEMENT

DETAILS

Scale: NTS

MODIFIED TYPE 03 UTILITY TRENCH PATCH (TYPICAL)3

GENERAL NOTES

1. MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE IN ACCORDANCE WITH THE

SPECIFICATIONS FOR THE APPLICABLE UTILITY PIPE.

2. TRENCH BACKFILL SHALL COMMENCE 1 FOOT [305mm] ABOVE THE TOP OF PIPE AND SHALL BE PER SECTION 31 20 11.

3. BACKFILL COMPACTION REQUIREMENTS SHALL BE PER SECTION 31 20 11.

4. THE 1 FOOT [305mm] TRENCH "SHOULDER" AREAS SHALL BE DELETED FOR TYPE 2 TRENCHES.

5. ABC SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 03 30 53.

6. PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 05 23.

7. ASPHALTIC TACK MATERIAL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 12 16.

8. ASPHALTIC CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 12 16 FOR THE TYPE

SPECIFIED.

9. BITUMINOUS SURFACE TREATMENT (CHIP SEAL) SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION

32 12 16 FOR THE TYPE SPECIFIED.

10. LOAD TRANSFER DOWELS FOR JOINTS TRANSVERSE TO THE ROADWAY CENTERLINE SHALL BE SMOOTH STEEL DOWELS IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 05 23. DOWELS SHALL BE SIZED AND SPACED

AS FOLLOWS:

PCCP THICKNESS DOWEL SIZE DOWEL LENGTH DOWEL SPACING

6" [150mm] #5 [No. 16] 12" [305mm] 18" [455mm] 7" [180mm] #6 [No. 19] 15" [380mm] 15" [380mm] 8" [180mm] #8 [No. 19] 15" [380mm] 12" [305mm] 10" [180mm] #10 [No. 19] 15" [380mm] 12" [305mm]

11. DEFORMED TIE BARS SHALL BE USED IN TRENCH PATCHES LONGITUDINAL TO THE ROADWAY CENTERLINE WHEN THE TRENCH LENGTH IS GREATER THAN 50 FEET [15240mm]. TIE BARS SHALL BE 24 INCHES [610mm] LONG.

DEFORMED #4 [No. 13] BARS FOR PCCP LESS THAN 8 INCHES [205mm] THICK AND #5 [No. 16] BARS IF 8 INCHES [205mm] THICK OR MORE. TIE BARS SHALL BE PLACED 30 INCHES [760mm] CENTER-TO-CENTER.

12. HOLES SHALL BE DRILLED 1 FOOT [305mm] INTO THE EXISTING SLAB FOR TIE BARS AND 7 INCHES [180mm] FOR DOWELS. HOLES SHALL BE OF A DIAMETER SUFFICIENT TO ACCOMMODATE THE TIE BAR ANCHORAGE OR DOWEL

CAP. TIE BARS SHALL BE ANCHORED WITH AN APPROVED HIGH VISCOSITY EPOXY.

13. IF THE CONCRETE SLAB REMAINING NEXT TO A LONGITUDINAL OR TRANSVERSE JOINT IS LESS THAN 6 FEET [1829mm] AT ITS NARROWEST WIDTH, REMOVE AND REPLACE THE EXISTING CONCRETE TO THE JOINT.

Scale: NTS

04 UTILITY TRENCH PATCH NOTES (TYPICAL)4

VA STANDARD DETAIL 32 12 16-01 VA STANDARD DETAIL 32 12 16-02 VA STANDARD DETAIL 32 12 16-03

VA STANDARD DETAIL 32 12 16-04

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

Scale: NTS FDOT CURB INLET TYPE 10 (TYP.)1 Scale: NTS

FDOT CURB INLET TYPE 10 (TYP.)2

Scale: NTS

FDOT CURB INLET TYPE 10 (TYP.)3

6" or 12"

Scale: NTS

CONCRETE STORMWATER JUNCTION STRUCTURE (TYP.)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

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ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

Scale: NTS

ROOF DOWNSPOUT BOOT (TYPICAL)1

NOTES:

1. BOOTS SHALL BE STRAIGHT, NOT MOUNTED INTO CONCRETE.

2. BOOTS SHALL HAVE A CLEANOUT ACCESS TO SNAKE AND MAINTAIN THE PIPE.

CLEANOUT ACCESS SHALL OPEN WITH WATER PRESSURE ALLOWING STORMWATER

BACKED UP IN THE PIPE TO SPILL OUT OF THE LEADER . CLEANOUT COVER SHALL BE

HINGED TO AUTOMATICALLY CLOSE WHEN WATER PRESSURE DROPS.

5" [127mm]

4" [102]

24" [610mm]

16" [24mm]

7 12" [190mm]

Scale: NTS

HDPE PIPE INSTALLATION (TYPICAL)4

MIN. TRENCH WIDTH

(SEE TABLE)

4" FOR 12"-24" PIPE

6" FOR 30"-60" PIPE

. C O

T O

T, H

. C O

T O

T, H

SPRINGLINE

FINAL

BACKFILL

60"

30"

54"

48"

42"

36"

18"

24"

15"

12"

96"

56"

88"

80"

72"

64"

39"

48"

34"

30"

PIPE DIAM. MIN. TRENCH WIDTH

10"

26"

28"

23"

21"

RECOMMENDED MINIMUM TRENCH WIDTHS

INITIAL

BACKFILL

HAUNCH

BEDDING

SUITABLE

FOUNDATION

HEAVY CONSTRUCTION

(75T AXLE LOAD) *

48"

60"

12"

24"54" - 60"

12" - 48"

PIPE DIAM.

SURFACE LIVE LOADING CONDITION

MINIMUM RECOMMENDED COVER BASED ON

VECHICLE LOADING CONDITIONS

H-25

* VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER

NOTES:

1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION

2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN

REQUIRED.

3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED

USING A GEOTEXTILE MATERIAL.

4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-900mm).

5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO

ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION.

6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATION.

FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID

PAVEMENT.

7. SLEEVE HDPE PIPE: PIPE RUN UNDER/THROUGH FOOTINGS SHALL BE SLEVED TO PROTECT THE HDPE PIPE.

THE SLEVE SHALL BE 2" LARGER DIAMETER THAN THE HDPE PIPE RUN THROUGH THE SLEVE.

COOPER

E-80**

24"

36"30"-36"

UP TO 24"

PIPE DIAM.

MINIMUM RECOMMENDED COVER BASED

ON RAILWAY LOADING CONDITIONS

** COVER IS MEASURED FROM TOP OF PIPE TO BOTTOM

OF RAILWAY TIE.

*** E-80 COVER REQUIREMENTS, ARE ONLY APPLICABLE

TO ASTM F 2306 PIPE.

48"42"-60"

06/02/20

EMBEDMENT

AREA

FINAL BACKFILL

EXCAVATED TRENCH

WIDTH

6 INCH

PIPE

ZONE

SPRINGLINE

HAUNCHING

INITIAL

BACKFILL

BEDDING

UNDERGROUND INSTALLATION OF PLASTIC PIPE

PLASTIC PIPE SHALL ALWAYS BE BURIED IN STRICT ACCORDANCE WITH ASTM

STANDARD.

ASTM D2321 - STANDARD PRACTICE FOR UNDERGROUND INSTALLATION

OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW

APPLICATIONS

IN ADDITION TO ASTM, PIPE SHALL ALWAYS BE INSTALLED IN ACCORDANCE

WITH LOCAL CODE REQUIREMENTS.

RECOMMENDATIONS FOR UNDERGROUND INSTALLATION OF PLASTIC

DRAINAGE PIPE:

1. MINIMUM WIDTH OF THE TRENCH IS THE PIPE OUTSIDE DIAMETER PLUS 16

INCHES, OR PIPE OUTSIDE DIAMETER TIMES 1.25 PLUS 12 INCHES. THIS

WILL ALLOW ADEQUATE ROOM FOR JOINING THE PIPE, SNAKING, AND

COMPACTION OF BACKFILL. THE SPACE BETWEEN THE PIPE AND TRENCH

WALL MUST BE WIDER THAN THE COMPACTION EQUIPMENT USED TO

COMPACT BACKFILL.

2. PROVIDE A MIN. OF 4 INCHES OF FIRM, STABLE AND UNIFORM BEDDING

MATERIAL IN THE TRENCH BOTTOM. IF ROCK OR UNYIELDING MATERIAL

IS ENCOUNTERED, A MINIMUM OF 6 INCHES OF BEDDING SHALL BE USED.

BLOCKING SHOULD NOT BE USED TO CHANGE PIPE GRADE OR TO

INTERMITTENTLY SUPPORT PIPE OVER LOW SECTIONS OF TRENCH.

3. THE PIPE SHALL BE SURROUNDED WITH AN AGGREGATE MATERIAL

WHICH IS EASILY WORKED AROUND THE SIDES OF THE PIPE. BACKFILL

SHALL BE PLACED IN 6 INCH LIFTS, AND COMPACTED TO 95%.

4. MECHANICAL TAMPERS OR HAND TAMPING OF EACH LIFT TO SPECIFIED

COMPACTION.

5. TRENCH SHALL BE COMPLETELY FILLED. BACKFILL PLACED IN UNIFORM

LAYERS. STONES AND DEBRIS IN BACKFILL SHOULD BE REMOVED.

HEAVY TAMPERS SHOULD ONLY BE USED TO CONSOLIDATE THE FINAL

BACKFILL.

6. TO PROTECT PIPE FROM DAMAGE OR DISTURBANCE, INSTALL PIPE

BELOW FROST LEVEL,. MAINTAIN A MIN. DEPTH OF BACKFILL ABOVE THE

PIPE.

NOTE

1. THIS INFORMATION PROVIDES

GENERAL GUIDELINES. USE AS A

REFERENCE AND NOT AS A

GUARANTEE OF PERFORMANCE.

SPECIFIC INSTALLATION

INSTRUCTIONS AND TECHNIQUES MAY

BE REQUIRED AS A RESULT OF LOCAL

PLUMBING AND BUILDING CODES,

ENGINEERING SPECIFICATIONS AND

INSTRUCTION.

Scale: NTS

PVC PIPE INSTALLATION (TYPICAL)3

Scale: NTS

DOWNSPOUT CONNECTION DETAIL (TYPICAL)2

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

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B0 1.

M T_

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ELECTRONIC HEALTH RECORD

MODERNIZATION (EHRM)

INFRASTRUCTURE UPGRADES

WEST PALM BEACH, FL

548-22-700

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

Scale: NTS CONSTRUCTION ENTRANCE DETAIL (TYPICAL)1 Scale: NTS

SILT FENCE (TYPICAL)2 Scale: NTS REINFORCED SILT FENCE (TYPICAL)3 Scale: NTS

AREA INLET PROTECTION (TYPICAL)4

Scale: NTS CURB INLET PROTECTION DETAIL (TYPICAL)5 Scale: NTS

TEMPORARY SEEDING I (TYPICAL)6 Scale: NTS TEMPORARY SEEDING II (TYPICAL)7 Scale: NTS

PERMANENT SODDING (TYPICAL)8

CG101 - GRADING AND DRAINAGE PLAN - DATA CENTER

CS201 - ROADWAY AND STORMWATER PROFILES - 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

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