590-19-107 - Replace Perimeter Fence - Plan Revisions 1 - Combined Drawings.pdf

PDF 3 MB Posted Mar 1, 2023

Attached to: Y1PZ--590-19-107 Replace Perimeter Fence
Solicitation number: 36C24623B0007
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 6

About this file

Written by GovTribe AI · Dec 27, 2023

This federal solicitation requests proposals for a perimeter fence replacement project at a Department of Veterans Affairs medical center. The selected contractor will provide all labor, materials, equipment and expertise to remove existing fencing and install new fence, gates, walks, drainage and other site elements as indicated in the construction documents. The project includes removing over 5,000 linear feet of existing ornamental metal and chain link fencing along with associated posts, footings and gates. New fencing will be installed along with alterations to concrete pads, walks and drainage. The completion period is 560 calendar days.

View the file

Other files

File	Type	Posted
S07. Bid Abstract 36C24623B0007 - CO Signed.pdf	PDF	Apr 21, 2023
36C24623B0007 0008.docx	DOCX document	Apr 21, 2023
S05 Hampton Fence RFI Responses 3-1-2023.pdf	PDF	Mar 1, 2023
36C24623B0007 0007.docx	DOCX document	Mar 1, 2023
Fence Amendment Nine.pdf	PDF	Mar 1, 2023
S04 Site Visit Participants Perimeter Fence.pdf	PDF	Mar 1, 2023
36C24623B0007 0006.docx	DOCX document	Feb 15, 2023
Perimeter Fence Sheet 5 CD101.pdf	PDF	Jan 26, 2023
36C24623B0007 0005.docx	DOCX document	Jan 26, 2023
36C24623B0007 0004.docx	DOCX document	Jan 26, 2023
Sheet 5 CD101.pdf	PDF	Jan 26, 2023
36C24623B0007 0003.docx	DOCX document	Jan 23, 2023
Attachment E Drawings-Replace Perimeter Fence.pdf	PDF	Jan 23, 2023
36C24623B0007 0002.docx	DOCX document	Jan 18, 2023
Attachment B Final Specifications Manual - Hampton VAMC - Construct Perimeter Fence.pdf	PDF	Jan 12, 2023
36C24623B0007_1.docx	DOCX document	Jan 12, 2023
Attachment D - Itemized Schedule of Values Cost Breakdown Fence.xls	XLS spreadsheet	Jan 12, 2023
S02 IFB PERIMETER FENCE Final.pdf	PDF	Jan 12, 2023
Attachment A - Submittal Log.pdf	PDF	Jan 12, 2023
Attachment C Wage Det VA20220022 Dated 12092022.pdf	PDF	Jan 12, 2023

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PRECISION MEASUREMENTS, INC.

SURVEYORS - GPS - GIS - MAPPING - 3-D LASER SCANNING

11835 CANON BLVD., SUITE B103

NEWPORT NEWS, VA. 23606

(757) 595-7570

WWW.PRECISIONMEASUREMENTS.COM

VIRGINIA BEACH - NEWPORT NEWS - RICHMOND, VIRGINIA

SURVEY NOTES:

1. THE MERIDIAN SOURCE OF THIS TOPOGRAPHIC SURVEY IS BASED ON THE VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NORTH AMERICAN DATUM (NAVD88). THE PROJECT MERIDIAN WAS ESTABLISHED USING GPS METHODS

AND WAS INITIATED AT NGS CONTROL MONUMENT "VETERAN 1941" AND "COHEN 1958"

2. ELEVATIONS REFER TO NAVD 1988.

3. THIS SURVEY WAS PREPARED TO SHOW EXISTING FEATURES AS OF DECEMBER 17, 2020 AND DOES NOT CERTIFY TO CHANGES TO SITE CONDITIONS WHICH OCCUR SUBSEQUENT TO THIS DATE AND OR TO PROPOSED IMPROVEMENTS.

4. THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY NOR A SUBDIVISION OF LAND.

5. PIPE MATERIAL TYPES ARE DETERMINED BY FIELD OBSERVATIONS TO THE BEST OF OUR ABILITY. PMI DOES NOT WARRANT

THE MATERIAL TYPE OF PIPES LOCATED IN CONFINED OR INACCESSIBLE SPACES.

6. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN DESIGNATED BY ACCUMARK SUBSURFACE UTILITY SERVICES UNDER THE DIRECT AND RESPONSIBLE CHARGE OF MIKE SCHWARTZ. THE DESIGNATION CONFORMS TO THE AMERICAN SOCIETY OF

CIVIL ENGINEERS (ASCE) STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY

DATA 9CI/ASCE 38-02) FOR QUALITY LEVEL (QL) B.

7. THE TOPOGRAPHY AND PHYSICAL FEATURES SHOWN ON THIS MAP WERE OBTAINED UNDER THE DIRECT AND RESPONSIBLE CHARGE AND SUPERVISION OF, FRANK WINEINGER, LS. FROM AN ACTUAL GROUND SURVEY. THE IMAGERY AND/OR ORIGINAL

DATA WAS OBTAINED ON 12/21/2020 THIS PLAT, MAP, OR METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS

OTHERWISE NOTED.

8. THIS TOPOGRAPHIC SURVEY WAS PREPARED/COMPILED BY: PMI, INC

SCALE: 1" = 20'

TOPOGRAPHIC SURVEY AT VA MEDICAL CENTERPERIMETER FENCE - HAMPTON, VIRGINIA

ELECTRIC HAND HOLE

ELECTRIC JUNCTION BOX

GROUND LIGHT

EXISTING LEGEND

STORM PIPES

FORCE MAIN

UNDERGROUND GAS LINE

UNDERGROUND FIBER OPTICS

CURB DRAINAGE INLETCDI

TEMPORARY BENCH MARK

TRAVERSE POINT

TBM

SIGN

SANITARY FORCE MAIN VALVE

LIGHT POLEL/P

UNDERGROUND WATER

UNDERGROUND TELEPHONE

WATER VALVE

SHRUB

HDPP HIGH DENSITY PLASTIC PIPE

30"C&G SIZE/CURB & GUTTER

6"CC SIZE/CONCRETE CURB

ASPHALT SURFACE

CHAIN LINK FENCE WITH BARBED WIRE

METAL FENCE

CLF W/BW

EJB

SFMV

BUILDING LINE

UNDERGROUND ELECTRIC

QLC QUALITY LEVEL C

UNK UNKNOWN

BOLLARD

END OF INFORMATION

CLEAT

PVC POLYVINYL CHLORIDE

USH

TOP OF BANKTOB

CONC. WALK

BRUSH

TOE TOE OF SLOPE

CONC. WALK

BENCH

PICNIC TABLE

. W

CONC. W

ALK

WGR

ING

SAPLING

SAW

GRASS

SAW

GRASS

8"CHERRY

6"CHERRY

SAPLING

SAWGRASS

SAPLING

CONC. WALK

CONC. W

ALK

CONC. WALK

28"OAK

12"TREES

BRUSH

8"OAK

BRUSH

10"OAK CLUSTER8"OAK CLUSTER

SAPLING

6"MAPLE

DS(5

) W

/CHAIN

FORCE MAIN WITNESS POSTFMWP

BOLLARDS(3)

30"OAK

CONC. W

ALK

CONC. W

ALK

15"OAK

20"OAK

10"OAK TW

10"HOLLY

BOLLARDS(4)

BOLLARDS(9)

PMI PROJECT #20338

CLEAT

W V

UNK HH

BOLLARDS(X6)

. W

CONC. W

ALK

CONC. WALK

CONC. W

ALK

POST(14) W/CHAIN

BRUSH

CONC. W

ALK

OODED

FLAGPOLE

OODED

WOODED

CLEAT

SHRUBS

(5) W

/CHAIN

8"OAK CLUSTER

6"CEDAR

BRUSH

SPIGOT

6"CEDAR

BRUSH

UNK

SHRUBS

CONC. WALK

UNK HH

10"OAK

15"BEECH

TREE

GAS VALVEGV

STORM DRAIN MANHOLESDMH

SPLIT RAIL FENCESRF

WIRE FENCEWF

FIBER OPTIC HAND HOLEFOHH

GUARDRAIL

UNKNOWN UTILITY

TELEPHONE MANHOLE

TELEPHONE PEDESTAL

TELEPHONE HAND HOLE

TMH

TPED

THH

EHH

STONE WALL

ONE

20'H.R.S.D.

EASEMENT VACATED

D.B. 1190, PG. 731

TIO

E W

5, PG

. 6

PART A

EXISTING 20' H.R.S.D. EASEMENT

D.B. 150, PG. 1

PARCEL 37

EXISTING 20' H.R.S.D. EASEMENT

D.B. 150, PG. 1

PART B

20'H.R.S.D.

EASEMENT

D.B. 150, PG. 1

'H.

S.D

MEN

0, PG

. 1

EXISTING 10' H.R.S.D. EASEMENT

INST# 150008890

M.P.B. 4. PG/ 122

EXISTING LIMITED ACCESS LINE

VDOT PLANS 0064-114-103, R/W 205

EXISTING LIMITED ACCESS LINE

VDOT PLANS 0064-114-103, R/W 205

EXISTING 30' SEW

ER EASEMENT

VDOT PLANS 0064-114-103, R/W

EXISTING LIMITED ACCESS LINE

VDOT PLANS 0064-114-103, R/W 206

EXISTING R/W LINE

VDOT PLANS 0064-114-103, R/W 206

EXISTING R/W

LINE

VDOT PLANS 0064-114-103, R/W

EXISTING R/W

LINE

VDOT PLANS 0064-114-103, R/W

EXISTING R/W

LINE

VDOT PLANS 0064-114-103, R/W

EXISTING R/W LINE

VDOT PLANS 0064-114-103, R/W 206

EXISTING R/W LINE

VDOT PLANS 0064-114-103, R/W 206

EXISTING R/W

& LIMITED ACCESS LINE

VDOT PLANS 0064-114-103, R/W

PARCEL 36

EXISTING 20' H.R.S.D. EASEMENT

D.B. 150, PG. 1

EXISTING 30' H.R.S.D. EASEMENT

INST# 150008890

M.P.B. 4. PG/ 122

10'

VERIZO

N EASEMENT

INST#

' V

IZO

# 0

EXISTING R/W

& LIMITED ACCESS LINE

VDOT PLANS 0064-114-000, B3

PARCEL 37

EXISTING 20' H.R.S.D. EASEMENT

D.B. 150, PG. 1

EXISTING 30' SEWER EASEMENT

VDOT PLANS 0064-114-103, R/W 206

BRUSH

12"DIP

10"DIP

PL PLASTIC

DIP DUCTILE IRON PIPE

STL STEEL

POSSIBLE ABANDON 12"

CITY WATERLINE QL-C

SEWER MANHOLESMH

SANITARY SEWER LINE

QL-C

-C

QL-C

PROPERTY LINE (TYP.)

DEMOLITION KEYNOTES:

1. REMOVE EXISTING 4' ORNAMENTAL METAL SEAWALL FENCE, RAILS, POSTS, GATES, FOOTINGS, ETC. COMPLETELY (APPROX. 4,100 LF).

2. REMOVE EXISTING 8' CHAIN LINK SEAWALL FENCE, RAILS, POSTS, GATES, FOOTINGS, ETC. COMPLETELY (APPROX. 667 LF). [BID DEDUCTIVE ALTERNATE 3]

3. REMOVE EXISTING 6' CHAIN LINK NORTHERN FENCE, RAILS, POSTS, GATES, FOOTINGS, ETC. COMPLETELY (APPROX. 1,514 LF).

4. REMOVE EXISTING 6' CHAIN LINK M.L.K. JR. BLVD FENCE, RAILS, POSTS, GATES, FOOTINGS, ETC. COMPLETELY (APPROX. 776 LF).

5. REMOVE EXISTING 6' CHAIN LINK FENCE, RAILS, POSTS, GATES, FOOTINGS, ETC. COMPLETELY IN WOODED AREA EAST OF M.L.K. JR. BLVD (APPROX. 300 LF).

[BID DEDUCTIVE ALTERNATE 1]

6. EXISTING BAIT STATIONS TO BE REMOVED AND REPLACED IN SAME LOCATIONS. REFER TO DETAIL 1/C-501.

7. REMOVE EXISTING WATER TOWER FENCE, RAILS, POSTS, GATES, FOOTINGS, ETC COMPLETELY. (APPROX. 323 LF) [BID DEDUCTIVE ALTERNATE 4]

8. REMOVE EXISTING SWING GATE.

9. CLEAR AND GRUB BRUSH A MINIMUM OF 8' OFF OF RETAINING WALL.

10. DEMOLISH AND REPLACE CONCRETE PADS PER DETAILS. PRIOR TO DEMOLITION OF CONCRETE PADS WORK, REMOVE AND PROTECT ANY AND ALL

BENCHES AND TABLES ANCHORED TO THE CONCRETE PADS. RE-INSTALL BENCHES AND TABLES AFTER NEW CONCRETE IS INSTALLED. [BID DEDUCTIVE

ALTERNATE 2]

GENERAL DEMOLITION NOTES:

1. FOR PHASING PURPOSES, COORDINATE WITH PHASING PLAN ON GI103 FOR MAXIMUM AMOUNT OF EXISTING FENCE TO BE

REMOVED PRIOR TO INSTALLING NEW FENCE.

2. LIMIT TRIMMING AND REMOVAL OF BRUSH AND TREES TO WHAT IS NECESSARY TO INSTALL NEW FENCE. PRUNE/STUMP

TREES ONLY IF NECESSARY AND ONLY AT THE DISCRETION OF THE COR.

3. SHORT SEAWALL DEMOLITION IS APPROXIMATELY 4,100 LF OF ORNAMENTAL METAL FENCE. TALL SEAWALL DEMOLITION IS

APPROXIMATELY 721 LF OF 8' CHAIN LINK FENCE. NORTHERN FENCE DEMOLITION IS APPROXIMATELY 1,514 LF OF 6' CHAIN LINK FENCE. DEMOLITION OF MLK JR. FENCE IS APPROXIMATELY 776 LF OF 6' CHAIN LINK FENCE. DEMOLITION OF 4' METAL

FENCE ALONG FRANKLIN BLVD IS 224 LF.

4. OPTIONAL DEMOLITION: APPROXIMATELY 300 LF OF 6' CHAIN LINK FENCE IN THE WOODED AREA EAST OF MLK JR. BLVD.

5. CONTRACTOR TO REMOVE BENCHES AND TABLES AS NECESSARY PRIOR TO CONCRETE PAD WORK. BENCHES AND TABLES ARE TO BE PROTECTED DURING CONSTRUCTION. AFTER CONSTRUCTION OF CONCRETE PADS, RE-ATTACH BENCHES AND TABLES TO NEW CONCRETE PAD IN A SIMILAR MANNER TO EXISTING CONNECTION. IF BENCHES OR TABLES ARE DAMAGED DURING CONSTRUCTION, CONTRACTOR IS TO REPLACE DAMAGED BENCHES AND/OR TABLES WITH NEW AT

NO ADDITIONAL COST TO THE GOVERNMENT.

6. EXISTING CONCRETE PADS ALONG THE SEAWALL SCHEDULED FOR DEMOLITION IN BID ITEM 3 [BID ALTERNATE 2] ARE 4-6"

THICK. CONTRACTOR TO VERIFY THICKNESS.

GRAPHIC SCALE

1" = 100'

100'0 200'50'

ADD CLEARING INFO,CONC PAD CALLOUTS, & GENERAL DEMO NOTE 5. 2/21/2023

HJM WJM

DEMOLITION PLAN

SCALE: 1"=100'1 DEMOLITION PLAN

JAMES RIVER

CANAL

HAMPTON

RIVER

CLEARING AND GRUBBING OF BRUSH MAY BE NECESSARY INSIDE CLOUDED AREA.

CREPE MYRTLES TO BE PROTECTED.

CREPE MYRTLES SHALL ONLY BE TRIMMED/PRUNED IF ABSOLUTELY NECESSARY FOR

INSTALLATION OF THE FENCE.

DO NOT REMOVE/DESTROY CREPE MYRTLES.

PROPOSED FENCE LENGTH: ~409 L.F.

FRANKLIN ST FENCE STA: 1+00 TO STA: 5+09

CLEARING AND GRUBBING ACTION MAY BE NECESSARY INSIDE CLOUDED AREA.

PROPOSED FENCE LENGTH: ~415 L.F.

MLK JR BLVD FENCE STA: 7+96 TO STA: 12+11.10

CLEARING AND GRUBBING ACTION MAY BE NECESSARY INSIDE CLOUDED AREA.

PROPOSED FENCE LENGTH: ~925 L.F.

NORTHERN FENCE STA: 7+86 TO STA: 17+11

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE PERIMETER FENCE

HAMPTON VAMC, HAMPTON, VA

590-19-107

N/A

10/22/2021Revisions: Date:

www.atriaxgroup.com

Atriax PLLC

PO BOX 1629

Hickory, NC 28603 Phone: 828.315.9962 Fax: 828.315.9964

VA Engineering License No.: 0413000750 Exp. Date: 12/31/2023

BID DOCUMENTS

02/21/2023

CLEARING AND GRUBBING ACTION MAY BE NECESSARY INSIDE CLOUDED AREA.

PROPOSED FENCE LENGTH: ~557 L.F.

FRANKLIN ST FENCE STA: 5+09 TO STA: 10+66

CLEARING AND GRUBBING ACTION MAY BE NECESSARY

INSIDE CLOUDED AREA.

PROPOSED FENCE LENGTH: ~289 L.F.

MLK JR BLVD CHAIN LINK EXTENSION FENCE STA: 1+00 TO

STA: 3+88.39

SEE SHEET CS107 FOR MORE

INFORMATION ON THIS CONCRETE PAD

SEE SHEET CS108 FOR MORE

INFORMATION ON THIS

CONCRETE PAD

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EJB

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EJB

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SHORE ROAD (PRIVATE ROAD)

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HARRIS AVE. (PRIVATE ROAD)

AutoCAD SHX Text

FRANKLIN BLVD (PRIVATE ROAD)

AutoCAD SHX Text

S. MALLORY ST.

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STRAWBERRY BANKS BLVD (PRIVATE ROAD)

AutoCAD SHX Text

EJB

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EJB

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EJB

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EJB

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EJB

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SHORE ROAD (PRIVATE ROAD)

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MARTIN LUTHER KING JR. BLVD (PRIVATE ROAD)

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EMANCIPATION DRIVE (60' PERPETUAL EASEMENT OF R/W)(D.B. 395, PG. 654)

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MARTIN LUTHER KING JR. BLVD (PRIVATE ROAD)

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MARTIN LUTHER KING JR. BLVD (PRIVATE ROAD)

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AutoCAD SHX Text S

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ASPHALT

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PARKING LOT

AutoCAD SHX Text

CD101R R

AutoCAD SHX Text Dwg. of

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15+00.00

16+00.00 17+00.00 18+00.00

: 1

15+25.00 15+50.00

15+75.00

16+25.00 16+50.00 16+75.00 17+25.00 17+50.00 17+75.00 18+25.00 18+50.00 18+75.00

6"CC

SAW

GRASS

SAW

GRASS

SDMH #101

RIM=3.95

INV=-0.10(NW)

INV=-1.15(NE)

INV=-1.04(E)

INV=-1.17(SW)

CONC. BULKHEAD

CONC.

5.20 5.31

5.35 5.25

4.91 5.27

5.30

5.37

5.29 5.02

4.90 5.11

5.12 4.95

5.12

5.30

6.22 6.32

5.28

5.06

4.93

5.07

5.05

5.11

5.22

5.14

5.24CONC. BULKHEAD CONC.

N= 3,536,131.285

E=12,114,758.765

ELEV=5.08

ROD&CAP #501

4.90

4.86

4.98

4.99

4.98

4.87 4.95

4.8 5.2

5.3 4.8

4.8 5.2

5.1 4.8

5.3

4.8 5.3

6.7

5.4

5.0 5.1

5.4

15"CONC.

6"PVC

INV=1.77

15"CONC.

CONC. WALK

12.6'

26.0'

19+00.00

20+00.00 21+00.00 22+00.00

: 1

: 2

: 1

: 2

18+50.00

18+75.00

19+25.00

19+50.00

19+75.00

20+25.00 20+50.00 20+75.00 21+25.00 21+50.00 21+75.00

SURVEY N 85°43'52" W 710.00'

6"CC

SAPLING

SAWGRASS

CONC.

CONC. BULKHEAD

5.56

5.79

5.76

5.61

5.27

5.55

5.56

5.31

5.11

5.27

5.26

5.40

5.32 5.26

5.29

5.25 5.31

5.24

5.36

5.27 5.37

5.37

5.31

5.32 5.32

CONC. BULKHEAD

5.1

5.4

5.5

5.0

5.2

5.7

5.1

5.6 5.1

5.1 5.2

5.2 5.0

5.2

1.0

10'

20'

SCALE: 1" = 10' 2 PLAN OF SEAWALL FENCE (STATION 18+50 - 22+00)

00 10' 20'

SCALE: 1" = 10' 1 PLAN OF SEAWALL FENCE (STATION 15+00 - 18+50)

00 10' 20'

ADDED DIMS,CONC PAD INFO,& FENCE NOTE 3. UPDATED KEYNOTE. 2/21/2023

HJM WJM

SITE PLAN - SEAWALL FENCE 3

JAMES RIVER

KEYNOTES:

1. DEMOLISH AND REPLACE CONCRETE PAD PER DETAILS 9,10,11/C-504.

NOTES:

1. EACH STATION LOCATION REPRESENTS A POST LOCATION ALONG THE SEAWALL.

FENCE NOTES:

1. PROPOSED FENCE SHALL BE AEGIS II MAJESTIC 4' WITH 3

FORERUNNER RAILS AND BALL CAPS ON POSTS. REFER TO

DETAIL 2/C-502.

FENCE NOTES:

1. PROPOSED FENCE SHALL BE AEGIS II MAJESTIC 4' WITH 3 FORERUNNER RAILS AND BALL CAPS ON POSTS.

REFER TO DETAIL 2/C-502.

2. BASE BID INCLUDES ALL WORK ON THIS SHEET. BID ALTERNATE 2 PERFORMS NO WORK ON CONCRETE PADS.

3. CONTRACTOR TO REMOVE BENCHES AND TABLES PRIOR TO CONCRETE PAD WORK. BENCHES AND TABLES TO BE PROTECTED DURING CONSTRUCTION, THEN RE-ATTACHED TO NEW CONCRETE PAD IN A SIMILAR MANNER TO EXISTING CONNECTION. IF BENCHES OR TABLES ARE DAMAGED DURING CONSTRUCTION, CONTRACTOR IS

TO REPLACE WITH NEW AT NO ADDITIONAL COST TO THE GOVERNMENT.

APPROXIMATE CONCRETE PAD DIMENSIONS: 10' X 20'

APPROXIMATE CONCRETE AREA: 200 S.F.

APPROXIMATE CURB LENGTH: 40 L.F.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE PERIMETER FENCE

HAMPTON VAMC, HAMPTON, VA

590-19-107

N/A

10/22/2021Revisions: Date:

www.atriaxgroup.com

Atriax PLLC

PO BOX 1629

Hickory, NC 28603 Phone: 828.315.9962 Fax: 828.315.9964

VA Engineering License No.: 0413000750 Exp. Date: 12/31/2023

BID DOCUMENTS

02/21/2023

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CS106R R

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: 2

CONC.

6"CC

CONC. BULKHEAD

5.63

5.65 5.64

5.61

5.31

5.52 5.45

5.39

5.42 5.40

5.44

5.42 5.46

5.44

5.31 5.26 5.33 5.37 5.29 5.28 5.31 5.31

5.37

5.26 5.25

5.37 5.31

5.45 5.39 5.41 5.34

CONC. BULKHEAD

5.2

5.1

5.2

5.1 5.1

5.3

5.0

CONC.

10'

20' 17'

51'

PI: 25+48.53

PI: 25+56.54

PI: 25+64.55

PI: 25+72.57

PI: 25+80.57

PI: 25+86.05 PI

: 2 5+

: 2

.05

SAPLING

CONC. BULKHEAD

CONC.

5.29

5.26

5.31 5.36

5.29

5.31

5.27

5.19

5.15

5.19

5.34

5.33

5.41

5.31 5.43

5.35

5.32

5.28

5.20

CONC. BULKHEAD

5.0

5.2

4.9

4.8

CONC.

: 2

SHELTER

6"CHERRY SAPLING

5.31

5.36 5.32

5.44 5.36

5.30

5.19

5.23

5.24 5.21 5.19 5.195.20

5.33

5.31 5.31 5.30 5.25

5.37

CONC. BULKHEAD

5.1

4.8 5.2

5.2

CONC.

48'

SCALE: 1" = 10' 2 PLAN OF SEAWALL FENCE (STATION 25+50 - 27+37.31)

00 10' 20'

SCALE: 1" = 10'1 PLAN OF SEAWALL FENCE (STATION 22+00 - 25+50)

00 10' 20'

SCALE: 1" = 10' 3 PLAN OF SEAWALL FENCE (STATION 27+37.31 - 29+00)

00 10' 20'

ADDED/REWORDED KEYNOTES. ADJUSTED VP.ADDED CONC PAD INFO. 2/21/2023

HJM WJM

SITE PLAN - SEAWALL FENCE 4

JAMES RIVER

KEYNOTES:

1. REMOVE AND REPLACE 3' BAIT STATION. REFER TO DETAIL 1/C-501.

2. DEMOLISH THREE (3) CONCRETE SLABS. CONSTRUCT NEW CONCRETE SLABS PER

DETAILS 9,10,11/C-504.

NOTES:

1. EACH STATION LOCATION REPRESENTS A POST LOCATION ALONG THE SEAWALL.

FENCE NOTES:

1. PROPOSED FENCE SHALL BE AEGIS II MAJESTIC 4' WITH 3 FORERUNNER RAILS AND BALL

CAPS ON POSTS. REFER TO DETAIL 2/C-502.

2. BASE BID INCLUDES ALL WORK ON THIS SHEET. BID ALTERNATE 2 PERFORMS NO WORK

ON THE CONCRETE PADS.

3. CONTRACTOR TO REMOVE BENCHES AND TABLES AS NECESSARY PRIOR TO CONCRETE

PAD WORK. BENCHES AND TABLES TO BE PROTECTED DURING CONSTRUCTION. RE-ATTACH

BENCHES AND TABLES TO NEW CONCRETE PAD IN A SIMILAR MANNER TO EXISTING

CONNECTION. IF BENCHES OR TABLES ARE DAMAGED DURING CONSTRUCTION,

CONTRACTOR IS TO REPLACE WITH NEW AT NO ADDITIONAL COST TO THE GOVERNMENT.

FENCE NOTES:

1. PROPOSED FENCE SHALL BE AEGIS II MAJESTIC 4' WITH 3 FORERUNNER RAILS AND BALL

CAPS ON POSTS. REFER TO DETAIL 2/C-502.

2. BASE BID INCLUDES ALL WORK ON THIS SHEET. BID ALTERNATE 2 PERFORMS NO WORK

ON THE CONCRETE PADS.

FENCE NOTES:

1. PROPOSED FENCE SHALL BE AEGIS II MAJESTIC 4' WITH 3

FORERUNNER RAILS AND BALL CAPS ON POSTS. REFER TO

DETAIL 2/C-502.

KEYNOTES:

1. DEMOLISH AND REPLACE CONCRETE PAD PER DETAILS 9,10,11/C-504.

2. REMOVE AND REPLACE 3' ORNAMENTAL METAL BAIT STATION. REFER TO DETAIL 1/C-501.

APPROXIMATE CONCRETE PAD DIMENSIONS: 10'X20'

APPROXIMATE CONCRETE PAD AREA: 200 S.F.

APPROXIMATE CURB LENGTH: 40 L.F.

APPROXIMATE CONCRETE PAD DIMENSIONS TO REPLACE: 8'X48' (TRAPEZOIDAL SHAPE) TOTAL;

APPROXIMATE CONCRETE AREA TO REPLACE: 325 S.F.;

REPLACE ONLY THE THREE (3) CONCRETE SLABS THAT ARE ADJACENT TO THE CONCRETE BULKHEAD.

DO NOT REPLACE SLAB THAT THE SHELTER IS AFFIXED.

CONTROL JOINT IS APPROXIMATELY 1' IN FRONT OF SHELTER COLUMNS.

DEMOLISH ALONG CONTROL JOINT SOUTH OF SHELTER COLUMNS.

REPLACE CONCRETE SLABS PER DETAIL 9,10,11/C-504;

TAPER TO ELIMINATE TRIPPING HAZARDS;

NEW CONCRETE PAD FINISH ELEVATION SHALL BE EQUAL TO CONCRETE BULKHEAD ELEVATION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE PERIMETER FENCE

HAMPTON VAMC, HAMPTON, VA

590-19-107

N/A

10/22/2021Revisions: Date:

www.atriaxgroup.com

Atriax PLLC

PO BOX 1629

Hickory, NC 28603 Phone: 828.315.9962 Fax: 828.315.9964

VA Engineering License No.: 0413000750 Exp. Date: 12/31/2023

BID DOCUMENTS

02/21/2023

APPROXIMATE CONCRETE PAD DIMENSIONS: 17'X51'

APPROXIMATE CONCRETE PAD AREA: 652 S.F.

1 1

AutoCAD SHX Text

EJB

AutoCAD SHX Text

CS107R R

AutoCAD SHX Text Dwg. of

29+00.00

30+00.00

31+00.00

32+00.00

: 2

: 3

: 2

: 3

: 2

: 3

29+25.00

29+50.00

29+75.00

30+25.00

30+50.00 30+75.00

31+25.00 31+50.00 31+75.00 32+25.00 32+50.00 32+75.00

CONC.

SAPLING

SAPLING SHELTER

CONC.

5.18 5.27

5.36 5.48

5.38 5.31

5.27

5.13

5.19 5.25

5.25 5.19

5.17

5.25 5.16

5.35

5.39 5.40

5.33

5.39

5.17

5.16

5.17

5.14

5.11

5.13

5.25 5.14

5.12

5.16 5.32

5.24 5.28

5.28

5.26

5.21

5.19 5.18

5.24

5.25

5.20 5.39

5.37

5.27

CONC. BULKHEAD

5.5

5.2

5.1

5.0 5.1

5.2

4.7

CONC.

10.0'

58'

18'

52'

18'

51'

33+00.00 34+00.00

35+00.00

: 3

PI: 34+67.65 PI: 34+68.32

PI: 34+69.17

: 3

PI: 35+73.13

PI: 35+81.16

PI: 35+89.17

PI: 35+97.19

: 3

PI: 35+16.99

PI: 35+25.01

PI: 35+33.03

PI: 35+41.05

PI: 35+49.07

PI: 35+57.09

PI: 35+65.11

PI: 36+05.23

32+75.00 33+25.00 33+50.00 33+75.00 34+25.00 34+50.00 34+75.00

CONC. BULKHEAD

SAPLING

6"CC

SAPLING

5.46

5.62 5.57

4.92

4.93

5.62

5.515.24

5.44 5.39

4.63

4.69

5.32

5.23 5.39

5.32 5.25

5.28 5.26

5.28 5.27

5.25

5.37

4.33 4.19 4.17

4.17

4.20 4.20

4.23 4.20

5.36 5.34

5.37

4.34

CONC. BULKHEAD

4.7

5.2 4.8

4.5

5.0 5.1

5.4

4.5 4.4

5.0

5.3 4.6 4.5 4.6 4.6

4.3

4.6

4.5

N= 3,536,825.318 E=12,113,737.121

ELEV=5.75

PK #303

CONC.

TBM

CORNER OF

CONC. CURB

ELEV=5.62

20'

20' 10'

15'

SCALE: 1" = 10' 2 PLAN OF SEAWALL FENCE (STATION 32+75 - 36+00)

00 10' 20'

SCALE: 1" = 10' 1 PLAN OF SEAWALL FENCE (STATION 29+00 - 32+75)

00 10' 20'

N N

VP ADJUSTED. ADDED DIMS, CONC PAD INFO, NOTES, & KEYNOTES. 2/21/2023

HJM WJM

SITE PLAN - SEAWALL FENCE 5

KEYNOTES:

1. DEMOLISH AND REPLACE CONCRETE PAD PER DETAILS 9,10,11/C-504.

2. REMOVE AND REPLACE 3' ORNAMENTAL METAL BAIT STATION. REFER TO

DETAIL 1/C-501.

3. SAW CUT CONCRETE PAD 10' OFF OF CONCRETE PAD. DEMOLISH

EXISTING CONCRETE IN AREA IDENTIFIED. CONSTRUCT NEW CONCRETE

PAD IN SAME LOCATION PER DETAILS 9,10,11/C-504.

KEYNOTES:

1. DEMOLISH AND REPLACE CONCRETE PAD. PER DETAILS 9,10,11/C-504.

NOTES:

1. EACH STATION LOCATION REPRESENTS A POST LOCATION ALONG

THE SEAWALL.

JAMES RIVER

CANAL

FENCE NOTES:

1. PROPOSED FENCE SHALL BE AEGIS II MAJESTIC 4' WITH 3 FORERUNNER RAILS AND BALL CAPS ON POSTS. REFER

TO DETAIL 2/C-502.

2. BASE BID INCLUDES ALL WORK ON THIS SHEET. BID ALTERNATE 2 PERFORMS NO WORK ON THE CONCRETE PADS.

3. CONTRACTOR TO REMOVE BENCHES AND TABLES AS NECESSARY PRIOR TO CONCRETE PAD WORK. BENCHES AND TABLES TO BE PROTECTED DURING CONSTRUCTION. RE-ATTACH BENCHES AND TABLES TO NEW CONCRETE PAD IN A SIMILAR MANNER TO EXISTING CONNECTION. IF BENCHES OR TABLES ARE DAMAGED DURING CONSTRUCTION, CONTRACTOR IS TO REPLACE WITH NEW AT NO ADDITIONAL COST TO THE GOVERNMENT.

FENCE NOTES:

1. PROPOSED FENCE SHALL BE AEGIS II MAJESTIC 4' WITH 3 FORERUNNER RAILS AND BALL

CAPS ON POSTS. REFER TO DETAIL 2/C-502.

2. BASE BID INCLUDES ALL WORK ON THIS SHEET. BID ALTERNATE 2 PERFORMS NO WORK ON

THE CONCRETE PADS.

3. CONTRACTOR TO REMOVE BENCHES AND TABLES AS NECESSARY PRIOR TO CONCRETE PAD

WORK. BENCHES AND TABLES TO BE PROTECTED DURING CONSTRUCTION. RE-ATTACH

BENCHES AND TABLES TO NEW CONCRETE PAD IN A SIMILAR MANNER TO EXISTING

CONNECTION. IF BENCHES OR TABLES ARE DAMAGED DURING CONSTRUCTION, CONTRACTOR

IS TO REPLACE WITH NEW AT NO ADDITIONAL COST TO THE GOVERNMENT.

APPROXIMATE CONCRETE PAD DIMENSIONS: 18'X51'

APPROXIMATE CONCRETE PAD AREA: 663 S.F.

APPROXIMATE CONCRETE PAD DIMENSIONS: 18'X52'

APPROXIMATE CONCRETE PAD AREA: 662 S.F.

APPROXIMATE CONCRETE PAD DIMENSIONS:

10'X20' + SIDEWALK: 5'X10'

APPROXIMATE TOTAL CONCRETE AREA: 251 S.F.

APPROXIMATE CURB LENGTH: 55 L.F.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE PERIMETER FENCE

HAMPTON VAMC, HAMPTON, VA

590-19-107

N/A

10/22/2021Revisions: Date:

www.atriaxgroup.com

Atriax PLLC

PO BOX 1629

Hickory, NC 28603 Phone: 828.315.9962 Fax: 828.315.9964

VA Engineering License No.: 0413000750 Exp. Date: 12/31/2023

BID DOCUMENTS

02/21/2023

APPROXIMATE CONCRETE PAD DIMENSIONS TO REPLACE: 10'X58' (TRAPEZOIDAL SHAPE) TOTAL;

CONCRETE PAD AREA TO REPLACE: 470 S.F.;

SAW CUT THE CONCRETE SLAB TEN FEET (10.0') OFF OF SEAWALL. NO WORK TO BE DONE ON

THE SHELTER SIDE OF THE SAW CUT;

ADD CONTROL JOINT ALONG SAW CUT APPROXIMATELY 1' IN FRONT OF SHELTER COLUMNS;

REPLACE CONCRETE PAD PER DETAIL 9,10,11/C-504;

TAPER TO EXISTING ELEVATION TO ELIMINATE TRIPPING HAZARDS;

NEW CONCRETE PAD FINISH ELEVATION SHALL BE EQUAL TO CONCRETE BULKHEAD ELEVATION;

AutoCAD SHX Text

CS108R R

AutoCAD SHX Text Dwg. of

10"OAK CLUSTER

8"OAK CLUSTER

SAPLING

EHH

INV=0.56

18"CONC.

INV=0.34

18"CONC.

3.2

2.9 3.2

1.4 2.0

4.2

2.8

3.8

2.3

3.9

2.1

4.1

2.2

4.2

4.3 4.3

4.1 4.0

3.5

4.07

4.39

4.47 4.54

2.0

2.5 2.5

1.9

4.7

3.0

2.3

3.0

2.12.52.83.3 0.6

1.3

0.9 1.3

1.2 1.3

3.1

4.8

4.8 3.9

3.63.0

2.9

2.52.6

2.83.1 3.4

8"OAK CLUSTER

6"CEDAR

INV=1.02

24"CONC.

℄ DITCH

BRUSH

SPIGOT

6"CEDAR

RIPRAP

BRUSH

DITCH

10"OAK

20'H.R.S.D.

EASEMENT VACATED

D.B. 1190, PG. 731

PART B

20'H.R.S.D.

EASEMENT

D.B. 150, PG. 1

APPROXIMATE LOCATION40'DRAINAGE EASEMENTD.B. 1019, PG. 1809

℄ IS ℄

OF JONES CREEK

18"CLAY

18"CLAY~

2.9 3.2

3.9

4.2

4.0 2.8

P/P NO#

/GUY(2) INV=0.13

18"CONC. FES

INV=0.23

18"CONC. FES

INV=0.62

8"IRON

POSSIBLE ROOF DRAIN

TOB

8+00.00 9+00.00

10+00.00

11+00.00

PI: 7+67.57

PI: 7+80.55

PI: 7+86.55

PI: 9+84.08

PI: 9+67.39

7+75.00

8+25.00 8+50.00 8+75.00 9+25.00 9+50.00

10+25.00 10+50.00

10+75.00

11+25.00 11+50.00

NORTHING: 3536961.3315,

EASTING: 12114898.1848

NORTHING: 3536971.3004,

EASTING: 12114906.4909

NORTHING: 3536967.3556,

EASTING: 12114911.0118

NORTHING: 3537101.8272,

EASTING: 12115031.9297

NORTHING: 3537115.6836,

EASTING: 12115022.6270

RIPRAP

L/P NO#

8"OAK

BRUSH 30"C&G

INV=0.56

18"CONC.

INV=0.34

18"CONC.

3.2 2.9

3.2 3.7 3.7 3.8 4.0

3.7

1.4

2.0 2.1 2.4

2.2 2.5

2.4

3.04

2.86 3.01

4.75.93.8 3.0

3.1

2.7 1.7 2.2

6.5 2.7

5.3

2.2

2.3 2.5 2.5 2.3 2.2 1.9 2.2 2.3 2.6 2.9 2.6

2.30 2.56

2.37 2.44

2.2

2.3

3.3

3.3 2.8

TOB

TOE

15"BEECH

℄ V.E.P.CO. EASEMENT

APPROXIMATE LOCATION

D.B. 146, PG. 291

APPROXIMATE LOCATION

40'DRAINAGE EASEMENT

D.B. 1019, PG. 1809

INV=0.13

18"CONC. FES

INV=0.23

18"CONC. FES

INV=0.62

8"IRON

POSSIBLE ROOF DRAIN

3.98 2.55

P/P NO#

P/P#YN11

BRUSH

12+00.00

13+00.00

14+00.00

15+00.00

PI: 12+14.16

PI: 12+46.65

PI: 12+54.53

PI: 12+71.49

PI: 15+04.27

PI: 15+12.15

PI: 14+89.94

11+25.00 11+50.00 11+75.00 12+25.00 12+50.00

12+75.00

13+25.00 13+50.00

13+75.00

14+25.00 14+50.00

14+75.00

5.2'

BIORETENTION

AREA

NORTHING: 3537268.9004,

EASTING: 12115194.2750

NORTHING: 3537287.0495,

EASTING: 12115221.2196

NORTHING: 3537291.5399,

EASTING: 12115227.6922

NORTHING: 3537300.9275,

EASTING: 12115241.8234

NORTHING: 3537428.8576,

EASTING: 12115418.8872

NORTHING: 3537442.9650,

EASTING: 12115421.4229

SCALE: 1" = 10' 2 PLAN OF NORTHERN FENCE (STATION 11+50 - 15+00)

00 10' 20'

SCALE: 1" = 10' 1 PLAN OF NORTHERN FENCE (STATION 7+67.57 - 11+50)

ADDED WHEEL STOP DETAIL TO KEYNOTE. 02/21/2023

HJM WJM

SITE PLAN - NORTH FENCE 1

KEYNOTES:

1. INSTALL FENCE MAINTAINING 6' OFFSET FROM EXISTING FENCE LINE.

2. ROUTE FENCE BETWEEN GUY WIRES.

3. BACKFILL HOLE AND TAMP DOWN.

4. INSTALL 18" RCP IN TRENCH AND BACKFILL TRENCH WITH FILL AND SURGE STONE AS NEEDED. PIPE SHALL BE 16' LONG. MATCH

EXISTING STONE IN ADJACENT AREAS.

5. PRUNE TREES IN ORDER TO AID EASE OF INSTALLATION OF FENCE. STUMP TREES ONLY IF NECESSARY IN ORDER TO INSTALL FENCE

AND ONLY AT THE DISCRETION OF THE COR.

KEYNOTES:

1. REMOVE AND REPLACE EXISTING FENCE WITH PROPOSED FENCE ROUTED ALONG BACKSIDE OF PARKING LOT.

2. INSTALL FENCE MAINTAINING 6' OFFSET FROM EXISTING FENCE LINE.

3. PRUNE TREES IN ORDER TO AID EASE OF INSTALLATION OF FENCE. STUMP TREES ONLY IF NECESSARY IN ORDER TO INSTALL FENCE AND ONLY AT THE DISCRETION OF THE COR.

4. INSTALL CONCRETE WHEEL STOPS IN ALL PARKING PLACES IN NORTH SIDE OF IMPOUND LOT TO PROTECT FENCE PER DETAIL 5/C-501.

5. ROUTE FENCE BACK TO EXISTING FENCE LINE.

6. LEAVE EXISTING CHAIN LINK FENCE. SET NEW CORNER POSTS.

7. INSTALL DOUBLE AEGIS II CLASSIC STYLE 8' TALL PEDESTRIAN MANUAL SWING GATE. GATE WIDTH SHALL BE 8' WIDE ON CENTER. REFER TO DETAIL 1/C-503.

00 10' 20'

EXISTING FENCE LINE SHOWN

FOR LOCATION PURPOSES ONLY.

REFER TO CD101 FOR DEMOLITION

OF EXISTING FENCE.

EXISTING FENCE LINE SHOWN

FOR LOCATION PURPOSES ONLY.

REFER TO CD101 FOR DEMOLITION

OF EXISTING FENCE.

FENCE NOTES:

1. PROPOSED FENCE SHALL BE AEGIS II CLASSIC 8' WITH 2 FORERUNNER RAILS AND FLAT TOP CAPS ON

POSTS. REFER TO DETAIL 1/C-502.

FENCE NOTES:

1. PROPOSED FENCE SHALL BE AEGIS II CLASSIC 8' WITH 2 FORERUNNER RAILS AND FLAT TOP CAPS ON

POSTS. REFER TO DETAIL 1/C-502.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE PERIMETER FENCE

HAMPTON VAMC, HAMPTON, VA

590-19-107

N/A

10/22/2021Revisions: Date:

www.atriaxgroup.com

Atriax PLLC

PO BOX 1629

Hickory, NC 28603 Phone: 828.315.9962 Fax: 828.315.9964

VA Engineering License No.: 0413000750 Exp. Date: 12/31/2023

BID DOCUMENTS

02/21/2023

AutoCAD SHX Text

EHH

AutoCAD SHX Text S

AutoCAD SHX Text

CS111R R

AutoCAD SHX Text Dwg. of

ADDED CRASH RATING, ADDED DETAIL, & UPDATED DETAIL. 2/21/2023

HJM WJM

SITE DETAILS - CIVIL DETAILS

NOT TO SCALE1 BAIT STATION DETAIL (TYP.)

2" X 6" NOMINAL PRESSURE TREATED LUMBER

MATCH EXISTING DEPTH

NOT TO SCALE2 ANTI-RAM BARRIER DETAIL

MATCH SEAWALL

FENCE METAL

REUSE BORES FROM

PREVIOUS BAIT

STATIONS

NOT TO SCALE3 RIPRAP DETAIL NOT TO SCALE4 CONCRETE POST BARRICADES (TYP.) - "BOLLARDS"

NOTES:

1. ANTI-RAM BARRIER TO ACHIEVE PU40 CRASH RATING.

3"3" 3"

3" ASPHALT

CONCRETE

SUB GRADE 2

NO. 5 BAR

1'-6" LONG

Scale: NTS

CONCRETE WHEEL STOP (TYPICAL)5

NOTES:

1. WHEEL STOP OFFSET DISTANCE FROM BACK OF CURB, TO BACK OF WHEEL STOP BY 3.4 FEET.

1 1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE PERIMETER FENCE

HAMPTON VAMC, HAMPTON, VA

590-19-107

N/A

10/22/2021Revisions: Date:

www.atriaxgroup.com

Atriax PLLC

PO BOX 1629

Hickory, NC 28603 Phone: 828.315.9962 Fax: 828.315.9964

VA Engineering License No.: 0413000750 Exp. Date: 12/31/2023

BID DOCUMENTS

02/21/2023

EXISTING GRADE

AutoCAD SHX Text

AutoCAD SHX Text C-501R R

AutoCAD SHX Text Dwg. of

ATTACH RAILING TO COLUMN AS PER

MANUFACTURER'S INSTRUCTIONS -

TYPICAL ALL LOCATIONS

APPROXIMATE

GRADE

#5 VERTICAL BARS

SEE HORIZONTAL SECTIONS

FACE BRICK

PRE-CAST CONCRETE CAP

4"Ø STAINLESS STEEL DOWELS

SET IN GROUT

(2 PER CAP MIN.)

2'-6"

6" 1'-

3'-6"

2'-0"

2'- 0"

#5 VERTICAL BARSFACE BRICK

DOUBLE WYTHE STANDARD CMU

ALTERNATE DIRECTION AT EACH COURSE

GROUT ALL CELLS SOLID

4 #5 BARS

EACH WAY

APPROXIMATE

GRADE

1'- 0" 3"

HORZ. JT. REINF.

16" 0.C. VERTICALLY

PRE-CAST

CONCRETE CAP

TOP VIEW

2" 1"

1'- 0"

2 COURSES

'-1

) 2'-0"

1 COURSE ROWLOCK

2'-2"

APPROXIMATE

GRADE

1'- 0"

3'-6"

2'-4"

1"±1"±

3'-6"

'-1

COURSES

#5 VERTICAL BARS

SEE HORIZONTAL SECTIONS

FACE BRICK

PRE-CAST CONCRETE CAP

4"Ø STAINLESS STEEL DOWELS

SET IN GROUT

(2 PER CAP MIN.)

APPROXIMATE

GRADE

2'-6"

6" 1'-

3'-6"

4 #5 BARS

EACH WAY

HORZ. JT. REINF.

16" 0.C. VERTICALLY

1'- 0"

2'-0"

2'- 0"

#5 VERTICAL BARSFACE BRICK

DOUBLE WYTHE STANDARD CMU

ALTERNATE DIRECTION AT EACH COURSE

GROUT ALL CELLS SOLID

1 2" RECESSED

CENTER

COURSE BOTH

FRONT AND

BACK

1'- 0"

2'-4"

GROUT GAP BETWEEN

CMU AND BRICK SOLID

ALL SIDES

2'- 4"

2'-4"

LINE OF BASE

BELOW

1 2"

2'-6"

2'- 6"

2'-0"

1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.

2. ALL METAL TO BE SHOP PRIMED AND PAINTED. FIELD PRIME AND TOUCH UP

PAINT AS REQUIRED DURING CONSTRUCTION.

3. SEE CIVIL PLANS FOR START AND FINISH LOCATIONS OF FENCE TYPES.

SCALE: 3/4" = 1' - 0" 3 VERTICAL SECTION - COLUMN A

0 1' 2' 3'

SCALE: 3/4" = 1' - 0" 2 COLUMN B ELEV - INTERMEDITE

0 1' 2' 3'

SCALE: 3/4" = 1' - 0" 1 COLUMN A ELEV - END

0 1' 2' 3'

SCALE: 3/4" = 1' - 0" 4 VERTICAL SECTION - COLUMN B

0 1' 2' 3'

SCALE: 3/4" = 1' - 0" 5 CONCRETE CAP PLAN VIEW

0 1' 2' 3'

SCALE: 3/4" = 1' - 0" 6 HORZ. SECTION @ COLUMN A

0 1' 2' 3'

SCALE: 3/4" = 1' - 0" 7 HORZ. SECTION @ COLUMN B

0 1' 2' 3'

SCALE: 1/2" = 1' - 0" 8 COLUMN AND FENCE ELEVATION

ADDED DETAILS 9, 10, AND 11 FOR CONCRETE PAD. 2/21/23

HJM WJM

SITE DETAILS

SITE DETAILS - BRICK COLUMN AND

0 2' 4'1'

SCALE: NTS10 CONCRETE CONTRACTION/CONTROL JOINT DETAIL

SCALE: NTS9 CONCRETE PAD DETAIL

SCALE: NTS11 PERIMETER TURN DOWN DETAIL (CONCRETE PAD)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE PERIMETER FENCE

HAMPTON VAMC, HAMPTON, VA

590-19-107

N/A

10/22/2021Revisions: Date:

www.atriaxgroup.com

Atriax PLLC

PO BOX 1629

Hickory, NC 28603 Phone: 828.315.9962 Fax: 828.315.9964

VA Engineering License No.: 0413000750 Exp. Date: 12/31/2023

BID DOCUMENTS

02/21/2023

AutoCAD SHX Text

APPROXIMATE GRADE

AutoCAD SHX Text

GENERAL NEW WORK NOTES

AutoCAD SHX Text C-504R R

AutoCAD SHX Text

4" THICK, 4,000 PSI CONCRETE WITH 6X6 - 1.4 X 1.4 WELDED WIRE REINFORCEMENT.

AutoCAD SHX Text X

AutoCAD SHX Text COMPACT ALL SUBGRADE MATERIAL TO A DEPTH OF 8" BELOW THE FINISHED SURFACE OF THE SUBGRADE TO A DENSITY EQUAL TO A LEAST 98% OF THAT OBTAINED BY THE STANDARD PROCTOR TEST. COMPACT THE SUBGRADE AT A DENSITY OF 95% STANDARD PROCTOR FOR DEPTHS GREATER THAN 8".

AutoCAD SHX Text 4"

AutoCAD SHX Text 8"

AutoCAD SHX Text 1'

AutoCAD SHX Text

#4 BARS

AutoCAD SHX Text 1/8"

AutoCAD SHX Text

SAWCUT OR STRIPABLE

AutoCAD SHX Text

CONTROL JOINT AS REQUIRED.

AutoCAD SHX Text

FILL W/ JOINT SEALER

AutoCAD SHX Text

1" MIN DEPTH CUT OR 1/4 OF SLAB DEPTH

AutoCAD SHX Text

1/8" RADII (TYP.)

AutoCAD SHX Text NOTES: 1. CRUSHED NO. 57 STONE CAN BE INSTALLED BETWEEN SUBGRADE AND CRUSHED NO. 57 STONE CAN BE INSTALLED BETWEEN SUBGRADE AND CONCRETE PAD AS NEEDED. 2. CONTROL JOINTS SHALL BE INSTALLED AT 10' MAX SPACING. CONTROL JOINTS SHALL BE INSTALLED AT 10' MAX SPACING. 3. TOP OF SLAB SHALL BE FLUSH WITH TOP OF SEAWALL SUCH THAT THERE TOP OF SLAB SHALL BE FLUSH WITH TOP OF SEAWALL SUCH THAT THERE ARE NO TRIPPING HAZARDS. 4. SLOPE TO DRAIN WITH MAX CROSS SLOPE AT 2% AWAY FROM SEA WALL. SLOPE TO DRAIN WITH MAX CROSS SLOPE AT 2% AWAY FROM SEA WALL. 5. PERIMETER TURN DOWN FOOTINGS SHALL BE INSTALLED ON CONCRETE PERIMETER TURN DOWN FOOTINGS SHALL BE INSTALLED ON CONCRETE SLABS. 6. EXPANSION JOINT MATERIAL SHALL BE PLACED BETWEEN SEAWALL AND EXPANSION JOINT MATERIAL SHALL BE PLACED BETWEEN SEAWALL AND CONCRETE SLAB AND OTHER ABUTTING SOLID STRUCTURES. 7. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND FULL DEPTH OF CONCRETE. 8. CONCRETE SHALL BE FINISHED BY MEANS OF FLOAT, STEEL TROWEL AND CONCRETE SHALL BE FINISHED BY MEANS OF FLOAT, STEEL TROWEL AND BROOM FINISHED.

AutoCAD SHX Text Dwg. of

5 CD101R-5 CD101R

CD101

19 CS106R-19 CS106R

19 CS106

20 CS107R-20 CS107R

20 CS107

21 CS108R-21 CS108R

21 CS108

24 CS111R-24 CS111R

24 CS111

33 C-501R-33 C-501R

33 C-501

36 C-504R-36 C-504R

File details come from the government source that posted it. Updated Mar 1, 2023.