Attachment E Drawings-Replace Perimeter Fence.pdf

PDF 21 MB Posted Jan 23, 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 document provides details for a federal solicitation to replace a perimeter fence. The solicitation calls for a contractor to provide all labor, materials, equipment, supervision and expertise required to perform general construction of a new fence including necessary removal of existing fencing, rails, posts, gates and footings. The scope also includes alterations, roads, walks, gates, security fencing and drainage. The contractor must complete all work within 560 calendar days. The soliciting agency is the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 6.

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

GUA

CONC. WALK

30"C&G

30" C&G

TOB

BRUSH

4'W F

GUARDRAIL

6"CC

SIGN

L/P NO#

T S

ASPHALT SURFACE

SIGN

L/P NO#

. W

SIGN

4'M F

4'MF

4'M F

4'MF

TOB TOE

TOE

CONC. WALK

4'MF

6"CC

. W

3'M F W

T S

TIO

CONC. BULKHEAD

4'MF

FNC POST W/FLAGPOLE HOLDER

T S

ASPHALT SURFACE

FNC POST W/FLAGPOLE HOLDER W/SIGN

FNC POST W/FLAGPOLE HOLDER

FNC POST W

/FLAGPOLE HOLDER

FNC POST W

/FLAGPOLE HOLDER

FNC POST W

/FLAGPOLE HOLDER

/FL

R W

/FL

R W

/FL

FNC POST W/FLAGPOLE HOLD

ERFNC POST W/FLAGPOLE HOLD

FNC POST W/FLAGPOLE HOLD

/FL

W /F

/FL

W /F

/FL

W /F

/FL

W /F

/FL

R W

CONC. W

ALK

4'MF

CONC. BULKHEAD

CONC.

4'MF

6"CC

WGR

ING

SAPLING

WGR

SDMH #101

RIM=3.95INV=-0.10(NW)

INV=-1.15(NE)

INV=-1.04(E)

INV=-1.17(SW)

DI #102RIM=8.81INV=1.22(NE)INV=1.19(SW)

DI #103RIM=6.64INV=3.03(N)

DI #104RIM=6.72INV=2.67(SW)

INV=2.60(E)

/FL

CONC. BULKHEAD

CONC.

CONC. BULKHEAD

CONC.

SAW

GRASS

SAW

GRASS

FNC POST W

/FLAGPOLE HOLDER

6"CC

8"CHERRY

FNC POST W

/FLAGPOLE HOLDER

FNC POST W

/FLAGPOLE HOLDER

FNC POST W

/FLAGPOLE HOLDER

FNC POST W

/FLAGPOLE HOLDER

FNC POST W

/FLAGPOLE HOLDER

FNC POST W

/FLAGPOLE HOLDER

FNC POST W

/FLAGPOLE HOLDER

FNC POST W

/FLAGPOLE HOLDER

4'MF

CONC. BULKHEAD

4'MF

CONC. BULKHEAD

4'MF

4'M F

4'MF

CONC. BULKHEAD

4'MF

CONC. BULKHEAD

4'MF

CONC. BULKHEAD

4'MF

CONC. BULKHEAD

CONC.

FNC POST W

/FLAGPOLE HOLDER

FNC POST W

/FLAGPOLE HOLDER

FNC POST W

/FLAGPOLE HOLDER

FNC POST W

/FLAGPOLE HOLDER

FNC POST W

/FLAGPOLE HOLDER

FNC POST W

/FLAGPOLE HOLDER

FNC POST W

/FLAGPOLE HOLDER

FNC POST W

/FLAGPOLE HOLDER

FNC POST W

/FLAGPOLE HOLDER

FNC POST W

/FLAGPOLE HOLDER

FNC POST W

/FLAGPOLE HOLDER

FNC POST W

/FLAGPOLE HOLDER

FNC POST W

/FLAGPOLE HOLDER

FNC POST W

/FLAGPOLE HOLDER

FNC POST W

/FLAGPOLE HOLDERFN

W /F

3'MF W

/BAIT STATION

C P

OST

/FL

GEN

X W

/EJ

CONC.

SHELTER

3'MF W/BAIT STATION

6"CHERRY

SAPLING

CONC.

SAWGRASS3'MF W/BAIT STATION

SAPLING

SHELTER

3'MF W/BAIT STATION

4'MF W/BAIT STATION

4'MF W

/GATE

CONC.

SAPLING

CONC. WALK

CONC. W

ALK

CONC. WALKASPHALT SURFACE

ASPHALT SURFACE

T S

ASPHALT SURFACE

28"OAK

L/P NO#

L/P #212

30"C&G

30"C&G 30"C&G

SIGN

GNPO

6'C

4'SRF

12"TREES

6'CLF

6'C

BRUSH

RIPRAP

L/P NO#

8"OAK

BRUSH

6'C

6'CLF

6'C

6'CLF

P/P NO#

10"OAK CLUSTER8"OAK CLUSTER

SAPLING

4'CLF

30"C&G

6"MAPLE

DS(5

) W

/CHAIN

SIGN

L/P #5

EHHTHH

TPED#D

TOB

SOLAR SIGN

6.5'CLF W/BW

SIGN

GATE W/BW

SFMV

6.5'CLF W/BW

PAVER WALK

POST

GATE W/BW

SFMVFMWP(2)

GATE W/BW

SIGN

GATE W/BW

ICK C

OLU

GAT

BOLLARDS(3)

4'CLF

GATE

TOB

TOE

TOE℄ DITCH

RIPRAP

L/P NO#

30"OAK

L/P NO#

SIGN

L/P NO#L/P NO#

THH

TPED

L/P# 274L/P# 76

L/P NO# SIGN

SIGN

L/P NO#

TOE

TOB

30"C&G

GV(2)

6'CLF

6.5'CLF

30"C&G

CONC. W

ALK

CONC. W

ALK

15"OAK

20"OAK

10"OAK TW

10"HOLLY

GAS PIPES

GAS VENT PIPE

GAS PIPES

EJB

L/P NO#

GATE

2.5'WF

2.5 'W

F 2.5

'W F

2.5 'W

. B

D 4'M

CONC. BULKHEAD

4'MF

CONC. BULKHEAD

4'MF

CONC. BULKHEAD

4'MF

CONC.

CONC. BULKHEAD

4'MF

CONC.

4'MF

CONC. BULKHEAD

. B

4'MF

4'M F

6'C

8'CLF W/BW

30"C&G

EHH

EJB

EHH

L/P NO#

EHH

EHHSIGN

SIGN W

/BRICK BASE

BOLLARDS(4)

CONC.

ASPHALT SURFACE

SIG

N W

/BR

ICK B

CONC.

FOHH

SIGN

THH

EHH

BOLLARDS(9)

CAMERA

CONC.

CDI #102

RIM=3.80

INV=1.41(W)

INV=1.37(N)

1-STY.

METAL

BOAT HOUSE

FFE=3.94

8"HDPP

8'CLF W/BW

GATE

8'C

2.5'WF

4'MF

CONC. BULKHEAD

ASPHALT SURFACE

CLEAT

0.3

C 8"

1.2

V= 1.0

CONC. BULKHEAD

TOE

SIGN

L/P NO#

SIGN

THHTPED

CAMERA POLE

EHH

UNK HH

BOLLARDS(X6)

EJB

EHH

L/P NO#

GUARDRAIL

. W

CONC. W

ALK

CONC. WALK

CONC. W

ALK

SIGN SIGN

EHH

SIGN

POST

ELEC. PANEL

ELEC. SWITCHEJB

SIGN W/BRICK BASE

SIGN

30"C&G

POST(14) W/CHAIN

L/P NO#

BRUSH

CONC. W

ALK

GUARDRAIL

TOB

TOE

EHH

OODED

GUARDRAIL

6"CC

SIGN

RIP

GROUND LIGHT

RIPR

BRICK SURFACE

FLAGPOLE

MEMORIAL SIGN

30"C&G

THH

SIGN

30"C&G

GUARDRAIL

POST

SIGN

GUARDRAIL

OODED

WOODED

6'C

8'CLF W/BW

6'C

/BW

8'CLF W/BW

CONC. BULKHEAD

CLEAT

CONC. BULKHEAD

DI #106

RIM=6.85

INV=4.75(E)

INV=4.71(W

EHH

CDI #105

RIM=6.86

INV=4.91(W)

15"CONC.

~ 15"CONC.

SDMH #1

RIM=9.0

INV=4.71(NE)

INV=3.82(NW)

INV=3.79(SE)

24"CONC.

CDI #1

RIM=8.9

INV=4.85(SW)

SDMH #1

RIM=9.4

INV=5.46(NE)

INV=4.8

6(S

INV=4.78(SE)

CDI #1

RIM=9.3

INV=5.41(SW)

15"CONC.

24"CONC.

15"CONC.

18"CONC.

INV=6.02

12"CONC.

DI #111

RIM=8.21

INV=5.96(NE)

INV=5.96(SW)

INV=1.6218"CONC.

INV=1.0618'CONC.

12"CONC.

18"CONC.

C. 15"CONC.

INV=1.50

18"CONC.

INV=1.41

18"CONC.

INV=0.56

18"CONC.

INV=0.34

18"CONC.

INV=0.91

8"IRON

INV=-0.52

8"IRON

HEADSTONES

SHRUBS

CONC. W

ALL

MEMORIAL

BRICK COLUMNS

GATE

30"C&G

ASPHALT SURFACE

EMERGENCY CALL BOX

1-STY

BRICK

#140

FFE=5.85

(5) W

/CHAIN

TOB

GUARDRAIL

TOB

8"OAK CLUSTER

6"CEDAR

INV=0.66

24"CONC.

INV=1.02

24"CONC.

℄ D

ITCH

BRUSH

SPIGOT

6"CEDAR

RIPRAP

BRUSH

DITCH

15"

CONC.

15"

CONC.

15"CONC.

CDI #115

RIM=21.83

FULL OF DEBRIS

DEBRIS=19.9

CDI #114

RIM=12.18

INV=9.22(NE)

INV=9.03(SW)

CDI #112

RIM=9.00

INV=5.64(NE)

INV=5.59(SW)

15"CONC.

CDI #116

RIM=7.30

INV=3.92(NE)

INV=3.99(NW)

INV=3.84(SW)

INV=3.79(SE)

36"CONC.

30"CONC.

DI #113RIM=4.53INV=1.18(NW)

INV=0.29(SE)

-0.

15"CONC.

6"PVC

1.7

DI #100

RIM=5.30

INV=1.02(W)

INV=1.23(N)

INV=1.22(S)

18"CONC.

15"CONC.

INV=1.02

18"CONC.

2.5'WF

E-PANEL

BRICK COLUMN

SIGN W/BRICK BASE

UNK

30"C&G

6"CC

TMH

RIM=9.

ASPHALT SURFACE

REMAINS OF L/P

SHRUBS

ASPHALT SURFACE

T S

APPROXIMATE LOCATION

OF BLIND TIE

CONC. H

EADWALL

INV=

-2.

(A)

INV=-2

.24

(B)

INV=-2

.33

(C)

(C ) 1

0'x 6'

X C

(B)

'x6 ' B

(A)

'x6 ' B

OX C

E L

TIE

CDI #20070

RIM=8.77

INV=0.07(NW)

INV=1.67(N)

INV=-0.08(SE)

18"CONC.

INV=-1.25

18"CONC. FES

INV=2.63

15"CONC. FES

TOE

RIPR

RIPRAP

INV=1.9815"CONC.

FNC POST W/FLAGPOLE HOLDER

FNC POST W

/SIGN

CONC.

/FL

/SI

W /S

CONC. WALK

/FL

W /S

FNC POST

/FLAGPOLE HOLDER

FNC POST W

/SIGN

CONC.

FNC POST W

/SIGN

FNC POST W

/SIGN

FNC POST W/SIGN

CONC.

CONC. HEADWALL

INV=-2.05(A)

INV=-1.99(B)

INV=-1.93(C)

FNC POST W/SIGN

4'CLF

8'C

W /B

ASPHALT SURFACE

GATE

POSSIBLE ROOF DRAIN

UNK HH

6'C

/BW

6'CLF W/BW

10"OAK

TOB

TOE

15"BEECH

CONC.

ASPHALT SURFACE

C&G

GUY WIRE

ASPHALT SURFACE

POSSIBLE ROOF DRAIN

EHH

TBM

BOX CUT

ON CONC.

ELEV=3.62

TBM

CORNER OF

CONC. CURB

ELEV=5.62

. C

=5 .36

TBM

CORNER OFCONC. CURBELEV=5.11

TBMCORNER OF

CONC. CURB

ELEV=18.26

TBM

CORNER

CONC. W

=9 .48

STONE WALL

ONE W

20'H.R.S.D.

EASEMENT VACATED

D.B. 1190, PG. 731

TIO

E W

5, PG

. 6

V.E.P.CO. LEASE

D.B. 146, PG. 79

PARCEL 50

NOW OR FORMERLY

D.B. 150, PG. 1

PIN: UNKNOWN

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

℄ V

.E.P.CO. EASEMENT

APPROXIMATE LOCATION

D.B. 14 6, P

G. 29

NOW OR FORMERLY

D.B. 2, PG. 20

PIN: U

NKNOWN

NOW OR FORMERLY

D.B. 3, PG. 119

D.B. 52, PG. 194

PIN: 12001034

NOW OR FORMERLY

D.B. 3, PG. 119

D.B. 52, PG. 194

PIN: 12001034

NOW OR FORMERLY

D.B. 3, PG. 119

D.B. 52, PG. 194

PIN: 12001034

NOW OR FORMERLY

D.B. 44

, PG. 11

D.B. 46, PG. 433

D.B. 52, PG. 194

PIN: 12001094

NOW OR FORMERLY

D.B. 44, PG. 114

D.B. 46, PG. 433

D.B. 52, PG. 194

PIN: 12001094

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

INST# 150008890

M.P.B. 4. PG/ 122

℄ ALONG FACE

OF STONE WALL

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

PIPE(F)

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# 0

' V

IZO

# 0

'VE

O EA

MEN

INS

30' VEPCO EASEMENT

D.B. 967, PG. 353

30'

VEPCO EASEMENT

D.B. 96 7, P

G. 35

NOW OR FORMERLY

D.B. 1325, PG. 1908

M.P.B. 2, PG. 62

M.P.B. 1, PG. 40

PIN# 12008822

EXISTING R/W

& LIMITED ACCESS LINE

VDOT PLANS 0064-114-000, B3

MON(F)

ROD(F)

MON(F)

ROD(F)

IN CONC

MON(F)

NOW OR FORMERLY

EXISTING 30' VEPCO EASEMENT

INST# 050003182

PARCEL 37

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

D.B. 150, PG. 1

APPROXIMATE LOCATION

40'DRAINAGE EASEMENT

D.B. 1019, PG. 1809

30'VIRGINIA POWER EASEMENT

D.B. 977, PG. 58

EXISTING 30' SEWER EASEMENT

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

OF J

OHN

S C

℄ IS

OF JO

NES CREEK

APPROXIMATE LOCATION

40'DRAINAGE EASEMENT

D.B. 1019, PG. 1809

NOW OR FORMERLY

D.B. 44, PG. 114

D.B. 46, PG. 433

D.B. 52, PG. 194

PIN: 12001094

NOW OR FORMERLY

D.B. 1325, PG. 1908

M.P.B. 2, PG. 62

M.P.B. 1, PG. 40

PIN# 12008820

CDI #1006

RIM=21.78

INV=17.77(SE)

INV=17.71(SW)

15"CONC. 15"CONC.

36"CONC.

30"CONC.

SDMH

RIM=13.83

INV=2.00(NW)

INV=1.86(SW)

INV=1.80(SE)

24"CONC.

INV=-0.4427"CONC.

-0.

SMHRIM=3.63

INV=-5.02(SW)

INV=-5.07(NW)

PS UNDER

CONSTRUCTION

18"CLAY

P/P NO#

W/GUY(2)

INV=0.13

18"CONC. FES

INV=0.23

18"CONC. FESINV=0.62

8"IRON

POSSIBLE ROOF DRAIN

TOB

6'C

P/P NO#

P/P#NA46

P/P#YN11

BRUSH

P/PYN08

W/GUY

6"PL

6"STL

6"PL

DUCT BANK

30"

POSSIBLE TELEPHONE & FIBER

RUN TOGETHER IN 2 - 4" CONDUITS

POSSIBLE TELEPHONE & FIBER

RUN TOGETHER IN 2 - 4" CONDUITS

POSSIBLE TELEPHONE & FIBER

RUN TOGETHER IN 2 - 4" CONDUITS

POSSIBLE ABANDON 12"

CITY WATERLINE QL-C

QL-C

-C

QL-C

SWING GATE

PROPERTY LINE (TYP.)

JAMES RIVER

E. TYLER ST.

HIGHWAY 60

I - 64

S. M

ALLORY ST.

E. MELLEN ST.

ANCIPATIO

N DR.

I - 64

G E

VICTORIA BLVD.

E. MERCURY BLVD.

OODLA

ND R

SITE

HAMPTON VAMC CAMPUS

REPLACE PERIMETER FENCE

AT HAMPTON VA MEDICAL CENTER

HAMPTON VA MEDICAL CENTER

100 EMANCIPATION DRIVE, HAMPTON, VA 23667

PROJECT # 590-19-107

BID DOCUMENTS

INDEX OF DRAWINGS

DWG #SHEET # DRAWING TITLE

GENERAL

GI101

CIVIL

CD101

C-101

DEMOLITON PLAN

PROPOSED SITE PLAN

CS101

SHEET KEY MAP

CS102

SITE PLAN - FRANKLIN ST. FENCE 1

CS103

CS104

CS105

CS106

CS107

SITE PLAN - FRANKLIN ST FENCE 2

SITE PLAN - SEAWALL FENCE 1

SITE PLAN - SEAWALL FENCE 2

SITE PLAN - SEAWALL FENCE 3

SITE PLAN - SEAWALL FENCE 4

ELECTRICAL

NTS1 AREA MAP

NTS2 SITE LOCATION MAP

APPROVAL SIGNATURES:

COR - ILSM & ICRA DATE:

REVIEWED: AFGE DATE:

REVIEWED: NAGE DATE:

APPROVED: INFECTION CONTROL DATE:

APPROVED: CONSTRUCTION SAFETY MANAGER DATE:

APPROVED: SAFETY MANAGER DATE:

APPROVED: INDUSTRIAL HYGIENEST DATE:

APPROVED: FIRE INSPECTOR DATE:

APPROVED: SUPERVISORY FACILITIES OPERATIONS SPECIALIST DATE:

APPROVED: CHIEF, POLICE & SECURITY DATE:

APPROVED: PHYSICAL SECURITY SPECIALIST DATE:

APPROVED: OFFICE OF INFORMATION & TECHNOLOGY DATE:

APPROVED: WOMEN'S VETERAN PROGRAM MANAGER DATE:

APPROVED: CONTRACTING DATE:

APPROVED: PATIENT SAFETY MANAGER DATE:

APPROVED: HAMPTON ENERGY MANAGER DATE:

APPROVED: SUPERVISORY PROJECT ENGINEER DATE:

APPROVED: ASSISTANT CHIEF, ENGINEERING DATE:

APPROVED: CHIEF, ENGINEERING DATE:

APPROVED: ASSOCIATE DIRECTOR FOR PATIENT CARE SERVICES DATE:

APPROVED: CHIEF OF STAFF DATE:

APPROVED: ASSOCIATE DIRECTOR FOR OPERATIONS DATE:

APPROVED: EXECUTIVE DIRECTOR, HAMPTON VA MEDICAL CENTER DATE:

GI102

PROJECT SITE

HJM WJM

COVER SHEET

CS108

CS109

CS110

CS111

CS112

CS113

CS114

CS115

CS117

C-501

C-502

C-503

SITE PLAN - SEAWALL FENCE 5

SITE PLAN - SEAWALL FENCE 6

SITE PLAN - SEAWALL FENCE 7

SITE PLAN - NORTH FENCE 1

SITE PLAN - NORTH FENCE 2

SITE PLAN - NORTH EAST ENTRANCE

SITE PLAN - M.L.K. JR. BLVD. 1

SITE PLAN - M.L.K. JR. BLVD. 2

SITE PLAN - SOUTH EAST ENTRANCE

SITE DETAILS - BRICK COLUMN DETAILS

SITE DETAILS - FENCE DETAILS

SITE DETAILS - FENCE GATE DETAILS

ELECTRICAL - COVER SHEET

ELECTRICAL - SITE PLAN

SURVEY

E-001

E-101

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 102 3rd Avenue, NE Hickory, NC 28601 Phone: 828.315.9962 Fax: 828.315.9964

VA Engineering License No.: 0413000750 Exp. Date: 12/31/2021

BID DOCUMENTS

10/22/2021

GENERAL NOTES

COVER SHEET

GI1033 PHASING PLAN

V-1014 EXISTING CONDITIONS PLAN

CS116 SITE PLAN - M.L.K. JR. BLVD CHAIN LINK FENCE EXTENSION

CS118 SITE PLAN - WATER TOWER FENCE

C-504 SITE DETAILS - BRICK COLUMN DETAILS

CI100 SITE INFORMATION KEY MAP

CI101 SITE INFORMATION - SITE UTILITIES 1

CI102 SITE INFORMATION - SITE UTILITIES 2

CI103 SITE INFORMATION - SITE UTILITIES 3

CI104 SITE INFORMATION - SITE UTILITIES 4

CI105 SITE INFORMATION - SITE UTILITIES 5

C-102 BID DEDUCTS

STATEMENT OF BID ITEM(S)

A. BID ITEM I (BASE BID): THE CONTRACTOR SHALL PROVIDE ALL TOOLS, LABOR,

MATERIALS, EQUIPMENT, SUPERVISION, AND EXPERTISE REQUIRED TO PERFORM

GENERAL CONSTRUCTION OF NEW FENCE, ALTERATIONS, ROADS, WALKS, GATES,

SECURITY FENCING, DRAINAGE, AND REMOVAL OF EXISTING FENCE AND CERTAIN

OTHER ITEMS, AS INDICATED IN THE CONSTRUCTION DOCUMENTS. THIS INCLUDES

NECESSARY REMOVAL OF EXISTING FENCING, RAILS, POSTS, GATES, FOOTINGS,

AND CERTAIN OTHER ITEMS.

B. BID ITEM 2 (DEDUCT ALTERNATE 1): ALL WORK AS SPECIFIED FOR BID ITEM 1 MINUS

THE FOLLOWING: ALL WORK ASSOCIATED WITH THE CONSTRUCTION AND

DEMOLITION OF APPROXIMATELY 288 LF FROM THE FENCE IN THE WOODS OFF OF

MLK JR. BLVD. REMOVE AND REPLACE ALL FENCE, RAILS, POSTS, GATES,

FOOTINGS, ETC. THIS INFORMATION CAN BE LOCATED ON THE “REPLACE

PERIMETER FENCE” PLANS SHEET CS116. (TIME & COST)

C. BID ITEM 3 (DEDUCT ALTERNATE 2): ALL WORK ASSOCIATED WITH BID ITEM 2 TO

INCLUDE ALL WORK ASSOCIATED WITH THE DEMOLITION AND CONSTRUCTION OF

THE EIGHT (8) CONCRETE PADS LOCATED AROUND THE SEAWALL. THIS

INFORMATION CAN BE LOCATED ON THE “REPLACE PERIMETER FENCE” PLANS

SHEET CS106, CS107, AND CS108. (TIME & COST)

D. BID ITEM 4 (DEDUCT ALTERNATE NO.3): ALL WORK ASSOCIATED WITH BID ITEM 2,

AND BID ITEM 3 TO INCLUDE ALL WORK ASSOCIATED WITH THE CONSTRUCTION

AND DEMOLITION OF APPROXIMATELY 667 LF OF THE 8' TALL, CHAIN-LINK SEAWALL

FENCE FROM THE BOAT HOUSE TO THE NORTHEAST CORNER OF BUILDING 15.

THIS INFORMATION CAN BE LOCATED ON THE “REPLACE PERIMETER FENCE” PLANS

SHEET CS110. (TIME & COST)

E. BID ITEM 5 (DEDUCT ALTERNATE NO.4): ALL WORK ASSOCIATED WITH BID ITEM 2,

BID ITEM 3, AND BID ITEM 4 TO INCLUDE ALL WORK ASSOCIATED WITH THE

DEMOLITION AND CONSTRUCTION OF APPROXIMATELY 323 LF FOR THE WATER

TOWER FENCE. REMOVE AND REPLACE ALL FENCE, RAILS, POSTS, GATES,

FOOTINGS, ETC. THIS INFORMATION CAN BE LOCATED ON THE “REPLACE

PERIMETER FENCE” PLANS SHEET CS118. (TIME & COST)

NOTICE:

1. THE BASE BID CONTAINS ALL THE PROJECT WORK. EACH BID DEDUCT DELETES A

PORTION OF THE WORK.

2. IT IS ANTICIPATED THAT AWARD WILL BE MADE ON BID ITEM 1 (BASE BID).

HOWEVER, IF THE BID EXCEED THE FUNDS AVAILABLE, AWARD WILL BE MADE ON

BID ITEM II (DEDUCT ALTERNATE 1).

3. THE BID ITEMS ARE LISTED IN DESCENDING ORDER

4. BIDDERS SHALL AFFIX A PRICE TO EACH ITEM. FAILURE TO DO SO MAY RENDER

THE BID AS NONRESPONSIVE.

C-401 GATE CONDITIONS - OPEN AND CLOSED

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SHORE ROAD (PRIVATE ROAD)

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HARRIS AVE. (PRIVATE ROAD)

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FRANKLIN BLVD (PRIVATE ROAD)

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S. MALLORY ST.

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HAMPTON ROADS SANITATION DISTRICT

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UNITED STATES OF AMERICA

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HAMPTON INSTITUTE

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HAMPTON INSTITUTE

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HAMPTON INSTITUTE

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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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HAMPTON UNIVERSITY

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GI102

GENERAL EROSION CONTROL NOTES:

1. EROSION AND SILTATION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED BY

THE CONTRACTOR THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF ALL WORK BY THE

OWNER, AND ADEQUATE VEGETATIVE GROWTH ENSURES NO FURTHER EROSION OF SOIL.

2. AT LEAST ONCE EVERY DAY, AND AFTER EVERY RAINFALL EVENT OF 0.25 INCHES OR MORE, EROSION AND SILTATION CONTROL DEVICES SHALL BE INSPECTED BY THE CONTRACTOR

FOR DAMAGE, AND AMOUNT OF SEDIMENTATION ACCUMULATED AND CORRECTIVE

ACTIONS TAKEN.

3. EVERY DAY, SILT FENCE IS TO BE INSPECTED FOR DAMAGE AND THAT IT IS OPERATING

CORRECTLY. ACCUMULATED SEDIMENT AT SILT FENCE IS TO BE REMOVED DAILY.

4. TEMPORARY SILTATION CONTROL MEASURES (STRUCTURAL) SHALL BE MAINTAINED UNTIL

VEGETATIVE COVER IS ESTABLISHED AT A SUFFICIENT DENSITY TO PROVIDE EROSION

CONTROL FOR THE SITE.

5. WHERE NATURAL VEGETATION IS REMOVED DURING GRADING, VEGETATION SHALL BE

REESTABLISHED IN SUCH A DENSITY AS TO PREVENT EROSION.

6. IF CUT AND FILL OPERATIONS OCCUR DURING A SEASON NOT FAVORABLE FOR IMMEDIATE

ESTABLISHMENT OF PERMANENT GROUND COVER, A FAST GERMINATING ANNUAL SUCH AS

RYE GRASSES SHALL BE UTILIZED TO CONTROL EROSION.

7. STORM WATER PIPES, OUTLETS, INLET STRUCTURES, AND CHANNELS SHALL BE

PROTECTED BY SILT BARRIERS AND KEPT FREE OF WASTE AND SILT AT ALL TIMES PRIOR

TO FINAL SURFACE STABILIZATION, INSTALLATION OF PERVIOUS PAVERS, AND PAVING.

8. SEDIMENT BUILD-UP REMOVED DURING ROUTINE BMP MAINTENANCE SHALL REMAIN

ON-SITE. SEDIMENT SHALL BE RELOCATED TO WITHIN THE STOCKPILE AREA OR TO A LEVEL

AREA (1% MAX) ABSENT OF CONCENTRATED FLOWS. LEVEL OUT SEDIMENT AND ALLOW TO

DRY.

9. THE CONTRACTOR IS RESPONSIBLE FOR EROSION & STORMWATER ON THE SITE

THROUGHOUT THE CONSTRUCTION PHASE. THE CONTRACTOR IS REQUIRED TO CREATE A

PROJECT SPECIFIC EROSION CONTROL PLAN AND UPDATE IT THROUGHOUT

CONSTRUCTION TO MATCH PHASES OF CONSTRUCTION.

PROJECT DESCRIPTION:

THIS PROJECT INVOLVES THE DEMOLITION OF THE EXISTING FENCE, GATES, FOOTINGS, ETC.

AND CONSTRUCTION OF A NEW PERIMETER FENCE FOR THE HAMPTON VA MEDICAL CENTER

CAMPUS.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY TO COMPLETE THE PROJECT

AS DESIGNED.

GENERAL NOTES:

1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. SCHEDULE ALL ON-SITE INSPECTIONS

WITH THE PROJECT COR.

2. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL BUILDING (UBC), PLUMBING, ELECTRICAL

CODES, & VA STANDARDS.

3. CONTRACTOR SHALL COMPLY WITH OSHA, EPA, NFPA, AND ALL OTHER APPLICABLE SAFETY

CODES AND REGULATIONS AT ALL TIMES.

4. ALL WORK SHALL BE PER VA AND PLAN SPECIFICATIONS AND DETAILS. SHOULD WORK

DEVIATE OR CHANGES BE NECESSITATED, CONTACT THE COR IMMEDIATELY.

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

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

7. VA HAS DEDICATED CONTRACTOR LAYDOWN YARDS ON SITE. CONTRACTOR TO CONTACT

VA FOR LOCATION PRIOR TO START OF CONSTRUCTION FOR ACCESS TO CONTRACTOR

LAYDOWN YARDS. LOCATIONS IN CONTRACTOR LAYDOWN YARD ARE ASSIGNED BY THE

VA. CONTRACTOR STAGING AND ACCESS SHALL BE FINALIZED AT THE PRE-CONSTRUCTION

MEETING.

8. CONTRACTOR SHALL COORDINATE ANY UTILITIES OUTAGES WITH THE COR WITH A

MINIMUM OF 14 (FOURTEEN) DAYS NOTICE.

9. ALL WORK SHALL BE PERFORMED BY CRAFTSMEN WHO ARE JOURNEYMEN OF THE TRADE

IN WHICH THEY ARE PERFORMING WORK.

10. CONTRACTOR SUPERINTENDENT SHALL REPORT TO THE PROJECT COR EACH MORNING

BEFORE WORK BEGINS, AT WHICH TIME THE DAILY SCHEDULE SHALL BE DISCUSSED.

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

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

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

TRASH AND DISCARDED MATERIALS, AND MAINTAIN STORAGE ONLY WITHIN THE CONFINES

OF THE JOB SITE OR OTHER APPROVED AREAS.

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

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

BY THE CONTRACTOR AT THE EXPENSE OF THE CONTRACTOR.

14. ANY WASTE PRODUCED DURING CONSTRUCTION SHALL BE DISPOSED OF PROPERLY.

LITTER AND GARBAGE SHALL NEVER BE LEFT ANYWHERE EXCEPT IN A RUBBISH BIN,

DUMPSTER, OR OTHER APPROVED LOCATION. TRASH SHALL NOT BE BURIED ON SITE OR

LEFT IN TRENCHES. SITE SHALL BE CLEANED AND FREE OF TRASH AT END OF EACH

WORKING DAY.

15. WALKWAYS ARE TO BE KEPT OPEN DURING CONSTRUCTION AS OFTEN AS POSSIBLE.

THESE ARE TO BE MADE PASSABLE BY LEAVING EXISTING PAVING IN PLACE, USING GRAVEL

TO CREATE A WALKWAY DURING CONSTRUCTION, AND SHALL ONLY BE CLOSED TO PUBLIC

USE FOR THE MINIMUM AMOUNT OF TIME NEEDED TO DEMOLISH EXISTING FENCE, AND

COMPLETE INSTALLATION OF NEW FENCE, GATES, FOOTINGS, ETC.

16. ALL DAMAGES INCURRED TO ADJACENT AREAS SHALL BE REPAIRED AND RESTORED TO

ORIGINAL CONDITION BY THE CONTRACTOR AT NO COST TO THE VA.

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

DISPOSED OF OFF-SITE, UNLESS SCHEDULED TO BE REINSTALLED OR TURNED OVER TO

THE VA.

18. CONTRACTOR SUPERINTENDENT SHALL CARRY A PHONE AT ALL TIMES. FURNISH NUMBERS

TO THE PROJECT COR UPON CONTRACT AWARD.

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

LEAST FOURTEEN (14) DAYS IN ADVANCE. UTILITY INTERRUPTIONS MAY REQUIRE OVERTIME

WORK FOR ALL TRADES INVOLVED, AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE VA.

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

"BASIS OF DESIGN," AND NOT A PRODUCT ENDORSEMENT. SUBJECT TO THE APPROVAL OF

THE CONTRACTING OFFICER, OTHER PRODUCTS SHALL BE CONSIDERED, PROVIDED THEY

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

TECHNICAL SPECIFICATIONS AND DRAWINGS.

21. ALL UTILITIES LOCATIONS SHALL BE CONFIRMED AND MARKED BY THE CONTRACTOR.

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

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

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

PARAMOUNT. WHEN IN DOUBT, STOP, CALL, AND VERIFY.

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

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

ON THE CAMPUS TO MINIMIZE DISRUPTION TO THE NORMAL OPERATIONS OF THE

HOSPITAL.

SITE NOTES:

1. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE ATTENTION OF THE

COR PRIOR TO PROCEEDING WITH WORK.

2. PRIOR TO BEGINNING CONSTRUCTION, UNLESS OTHERWISE PROVIDED IN THE CONTRACT

DOCUMENTS, THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS INCLUDING,

BUT NOT LIMITED TO REGULATORY FEES, LICENSES, INSPECTIONS, AND ANYTHING ELSE

NECESSARY FOR THE FULL EXECUTION AND COMPLETION OF THE WORK AS DESIGNED.

3. CONTRACTOR SHALL COMPLETE ALL WORK WITHIN THE PROPOSED LIMITS OF

DISTURBANCE FOR ALL DEMOLITION AND NEW CONSTRUCTION.

4. WHERE CONSTRUCTION FENCES ARE REQUIRED (MINIMUM HEIGHT 7 FT) TO SECURE THE

SITE, FENCES SHALL BE LOCATED SO AS TO NOT IMPACT THE DEMOLITION OR

CONSTRUCTION WORK.

5. WHEN FENCE IS USED ACROSS A ROADWAY, GATES SHALL BE INCLUDED TO MAINTAIN SITE

SECURITY. THE COR SHALL BE PROVIDED WITH A COPY OF ALL KEYS FOR ANY LOCKS USED

TO SECURE THE SITE.

6. THE GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SUCH THAT

WORKERS AND THE PUBLIC SHALL BE PROTECTED FROM INJURY.

7. CONTRACTOR IS TO TAKE CARE TO AVOID OBSTRUCTING THE FLOW OF TRAFFIC AND SIGHT

TRIANGLES WHILE CONDUCTING WORK TO EXTENT PRACTICAL.

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

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

DISCREPANCIES WITH THE COR.

GENERAL NOTES

PRE-CONSTRUCTION RISK ASSESSMENT/EVALUATION

HAMPTON VA MEDICAL CENTER CONSTRUCTION RISK ASSESSMENT/EVALUATION

PROJECT NAME: REPLACE PERIMETER FENCE ASSESSMENT DATE: 16-AUG-2021

EXPECTED IMPACTS PLANS/MEASURES TO ADDRESS IMPACTS

PROJECT LOCATION: HAMPTON VAMC

RISK ASSESSMENT REQUIRED BASED ON VICINITY

OF PATIENT CARE AREAS?

Y N

SUBJECT TO CHANGE DURING CONSTRUCTION PHASE: N/A

PPD/TB RISK ASSESSMENT COMPLETED: N/A

NON-PATIENT CARE AREA NO TB SCREENING: N/A

FIRE SAFETY NOTES:

1. ALL FIRE HYDRANTS NEAR CONSTRUCTION AREAS SHALL BE INSPECTED AND TESTED AT

THE COMPLETION OF CONSTRUCTION TO ENSURE NO INADVERTENT DAMAGE HAS

OCCURRED TO IT OR ITS SUPPLY PIPING DURING CONSTRUCTION.

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 102 3rd Avenue, NE Hickory, NC 28601 Phone: 828.315.9962 Fax: 828.315.9964

VA Engineering License No.: 0413000750 Exp. Date: 12/31/2021

BID DOCUMENTS

10/22/2021

SCALE: NTS1 CONTRACTOR LAYDOWN AREA

CONTRACTOR

LAYDOWN AREA

ANY SYSTEM INTERRUPTIONS ARE TO BE MINIMIZED AND PRECEDED BY THE COR'S

AND THE VAMC'S WRITTEN APPROVAL A MINIMUM OF 48 HOURS IN ADVANCE AND

COORDINATED WITH ALL AFFECTED USERS.

ANY SYSTEM INTERRUPTIONS ARE TO BE MINIMIZED AND PRECEDED BY THE COR'S

AND THE VAMC'S WRITTEN APPROVAL A MINIMUM OF 48 HOURS IN ADVANCE AND

COORDINATED WITH ALL AFFECTED USERS.

ANY SYSTEM INTERRUPTIONS ARE TO BE MINIMIZED AND PRECEDED BY THE COR'S

AND THE VAMC'S WRITTEN APPROVAL A MINIMUM OF 48 HOURS IN ADVANCE AND

COORDINATED WITH ALL AFFECTED USERS.

ANY SYSTEM INTERRUPTIONS ARE TO BE MINIMIZED AND PRECEDED BY THE COR'S

AND THE VAMC'S WRITTEN APPROVAL A MINIMUM OF 48 HOURS IN ADVANCE AND

COORDINATED WITH ALL AFFECTED USERS.

N/A

ANY SYSTEM INTERRUPTIONS ARE TO BE MINIMIZED AND PRECEDED BY THE COR'S

AND THE VAMC'S WRITTEN APPROVAL A MINIMUM OF 48 HOURS IN ADVANCE AND

COORDINATED WITH ALL AFFECTED USERS.

PROVIDE DUST CONTROL THROUGH USE OF WATER TRUCKS OR OTHER METHODS

AS NECESSARY TO CONTROL DUST.

MAKE ALL AFFECTED STAFF AWARE.

CONSTRUCTION BARRIERS AND DETOUR SIGNS WILL BE PROVIDED AS REQUIRED

TO DIRECT TRAFFIC. TRAFFIC INTERRUPTIONS WILL BE MINIMIZED DURING

CONSTRUCTION AND WILL ONLY OCCUR WHEN ABSOLUTELY NECESSARY.

N/A

MAKE ALL AFFECTED STAFF AWARE AND POST SIGNS AROUND CONSTRUCTION SITE.

PROPOSED LEGEND

PEDESTRIAN GATE

ANTI-RAM BARRIER

VEHICULAR SWING GATE

VEHICULAR SLIDE GATE

BRICK COLUMN

NO OUTAGES ANTICIPATED

MINOR VIBRATIONS MAY OCCUR DUE TO

MOVEMENT OF CONSTRUCTION EQUIPMENT

AND COMPACTION OF CONSTRUCTION

MATERIAL.

MINOR DUST (EXTERIOR ONLY) MAY BE CREATED

DURING CONSTRUCTION.

MINOR NOISE ISSUES MAY BE CREATED

DURING CONSTRUCTION.

NO OUTAGES REQUIRED.

NONE PROJECTED.

TRAFFIC FLOW WILL BE MODIFIED FOR

CONSTRUCTION OF THE PROJECT. TRAFFIC

WILL BE RESTRICTED TO ONE LANE DURING

MULTIPLE PHASES. DISRUPTIONS WILL BE

LIMITED TO OFF-HOURS WHENEVER POSSIBLE.

TEMPORARY WALLS, BARRIERS, AND

FENCES WILL BE INSTALLED TO SEPARATE

CONSTRUCTION AREA FROM PATIENTS AND

STAFF.

PLUMBING OUTAGES

MECHANICAL OUTAGES

ELECTRICAL OUTAGES

MISCELLANEOUS

OUTAGES

FIRE ALARM

VIBRATIONS

DUST (INFECTION

CONTROL)/(AIR QUALITY)

NOISE

EQUIPMENT

CREATION OR SPREAD

OF CONTAMINANTS

TRAFFIC FLOW PATTERNS

LIMITS OF

CONSTRUCTION,

BARRIER LOCATIONS

HVAMC 2021 ANNUAL

TB RISK ASSESSMENT

LEVEL IS LOW

NO OUTAGES ANTICIPATED

10.

11.

12.

13.

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

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BUILDING LINE

UNDERGROUND ELECTRIC

QLC QUALITY LEVEL C

UNK UNKNOWN

BOLLARD

END OF INFORMATION

CLEAT

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TOP OF BANKTOB

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PICNIC TABLE

FORCE MAIN WITNESS POSTFMWP

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AVENUE

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FRANKLIN BOULEVARD

ARTIN L. KING

JR.

CONTRACTOR'S STAGING AREA

MALLORY

STREET

JONES CREEK

SALVAGE YARD

G R

D R

G R

D R

G R

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STORM WATER

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PARKING

STALLS

VDOT CG-13

ENTRANCE

VDOT CG-13

ENTRANCE

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51+00

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53+00

54+00

55+00

56+00

57+00

58+00

59+00

60+00

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FRANKLIN BLVD.

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GENERATOR

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30" OAK

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36" OAK

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UGE

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GRAVEL

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MYRTLE

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ASPHALT

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PARKING LOT

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5' CONC. SIDEWALK

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5' CONC. SIDEWALK

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AVERILL AVENUE

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HARRIS AVENUE

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BLACK AVENUE

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5' CONC. SIDEWALK

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

GUA

TOP OF BANKTOB

CONC. WALK

30" C&G

30"C&G

TOB

BRUSH

GUARDRAIL

6"CC

SIGN

L/P NO#

T S

ASPHALT SURFACE

SIGN

L/P NO#

. W

SIGN

TOE TOE OF SLOPE

TOB TOE

TOE

CONC. WALK

6"CC

BENCH

PICNIC TABLE

. W

CONC. BULKHEAD

T S

ASPHALT SURFACE

CONC. W

ALK

CONC. BULKHEAD

CONC.

6"CC

WGR

ING

SAPLING

SSA

SDMH #101RIM=3.95INV=-0.10(NW)

INV=-1.15(NE)

INV=-1.04(E)

INV=-1.17(SW)

DI #102RIM=8.81INV=1.22(NE)INV=1.19(SW)

DI #103RIM=6.64INV=3.03(N)

DI #104RIM=6.72INV=2.67(SW)INV=2.60(E)

CONC. BULKHEAD

CONC.

CONC. BULKHEAD

CONC.

SAW

GRASS

SAW

GRASS

6"CC

8"CHERRY

CONC. BULKHEAD

CONC.

Y C

L B

/EJ

CONC.

SHELTER

6"CHERRY

SAPLING

CONC.

SAWGRASS

SAPLING

SHELTER

CONC.

SAPLING

CONC. WALK

CONC. W

ALK

CONC. WALKASPHALT SURFACE

ASPHALT SURFACE

T S

ASPHALT SURFACE

28"OAK

L/P NO#

L/P #212

30"C&G

30"C&G 30"C&G

SIGN

GNPO

5.2

5.3

5.2

5.5

5.7

5.6

5.4

5.6

5.5

4.9

5.6

5.5

4.9 15.2

5.3

5.2

5.0

4.9

5.1

4.9

5.2

5.5

5.3

5.5

5.4

5.3

5.2

5.4

5.3

4.6

5.3

5.2

5.1 2 5.3

6.2

6.3 25.2

5.0

5.3

5.4

5.2

5.3

5.4

5.3 65.3

5.1

5.2

5.3 6 5.4

5.3

5.2

5.1

5.1 9 5.2

5.2

5.1

5.2 55.1

5.3 5 5.3

5.4

5.3

4.9

5.0

5.1

5.2

5.4

5.3

5.2

5.3

5.2

5.3

5.2

5.3

5.2

5.3

5.2

5.1

5.2

5.1

5.2

5.1

5.3

5.2

5.2 5 5.3

4.3

4.1

4.2

4.1

5.2 25.1

5.1

5.2

5.3

5.2

5.3

5.4

5.3

5.4

5.3

5.4

5.3

5.4

5.3

5.2

5.3

5.2

5.2 4 5.2

5.2

5.1

5.2

5.3

4.3

5.3

5.2

12"TREES

BRUSH

RIPRAP

L/P NO#

8"OAK

BRUSH

P/P NO#

10"OAK CLUSTER8"OAK CLUSTER

SAPLING

30"C&G

6"MAPLE

DS(5

) W

/CHAIN

SIGN

L/P #5

EHHTHH

TPED#D

SOLAR SIGNSIGN

SFMV

PAVER WALK

POST

FORCE MAIN WITNESS POSTFMWP

SFMVFMWP(2)

SIGN

ICK C

OLU

BOLLARDS(3)

TOB

TOE

℄ DITCH

RIPRAP

L/P NO#

30"OAK

L/P NO#

SIGN

L/P NO#L/P NO#

THH

TPED

L/P# 274L/P# 76

L/P NO# SIGN

SIGN

L/P NO#

TOE

TOB

30"C&G

GV(2)

30"C&G

CONC. W

ALK

CONC. W

ALK

15"OAK

20"OAK

10"OAK TW

10"HOLLY

GAS PIPES

GAS VENT PIPE

GAS PIPES

EJB

L/P NO#

. B

CONC. BULKHEAD

CONC.

CONC. BULKHEAD

CONC.

CONC. BULKHEAD

. B

D 30"C&G

EHH

EJB

EHH

L/P NO#

EHH

EHHSIGN

SIGN W

/BRICK BASE

BOLLARDS(4)

CONC.

ASPHALT SURFACE

SIG

N W

/BR

ICK B

CONC.

FOHH

SIGN

THH

EHH

BOLLARDS(9)

CAMERA

CONC.

CDI #102

RIM=3.80

INV=1.41(W)

INV=1.37(N)

1-STY.

METAL

BOAT HOUSE

FFE=3.94

8"HDPP

CONC. BULKHEAD

ASPHALT SURFACE

4.2

3.9

3.3 83.4

53.4 43.4

3.4

3.5

4.5

3.6

3.2

3.3

3.5

3.5 93.3

63.5 63.4

43.4 83.5

63.4

3.8

3.7

3.9

3.8

3.5

3.7

3.4

3.6

3.4

3.3

3.2

3.4

3.2

3.5

3.2 3.5

3.6

3.5

PMI PROJECT #20338

CLEAT

0.3

C 8"

1.2

V= 1.0

CONC. BULKHEAD

4.4

4.3

4.5

4.3

3.3

3.2 93.3

3.3

4.1

3.2

TOE

SIGN

L/P NO#

SIGN

W V

SIGN

THHTPED

CAMERA POLE

EHH

UNK HH

BOLLARDS(X6)

EJB

EHH

L/P NO#

GUARDRAIL

. W

CONC. W

ALK

CONC. WALK

CONC. W

ALK

SIGN SIGN

EHH

SIGN

POST

ELEC. PANEL

ELEC. SWITCHEJB

SIGN W/BRICK BASE

SIGN

30"C&G

30" C&G

30"C&G

30" C&G

30"C&G

POST(14) W/CHAIN

L/P NO#

BRUSH

CONC. W

ALK

GUAR

DRAIL

GUARDRAIL

TOB

TOE

EHH

OODED

GUARDRAIL

6"CC

SIGN

RIP

GROUND LIGHT

RIPR

BRICK SURFACE

FLAGPOLE

MEMORIAL SIGN

30"C&G

THH

SIGN

30"C&G

GUARDRAIL

POST

SIGN

GUARDRAIL

OODED

WOODED

CONC. BULKHEAD

CLEAT

CONC. BULKHEAD

DI #106

RIM=6.85

INV=4.75(E)

INV=4.71(W

EHH

CDI #105

RIM=6.86

INV=4.91(W

15"CONC.

~ 15"CONC.

SDMH #108

RIM=9.0

INV=4.7

1(N

INV=3.8

2(N

INV=3.7

9(S

24"CONC.

CDI #1

RIM=8.93

INV=4.85(SW)

SDMH #1

RIM=9.46

INV=5.4

6(N

INV=4.86(SW)

INV=4.7

8(S

CDI #1

RIM=9.3

INV=5.41(SW)

15"CONC.

24"CONC.

15"CONC.

18"CONC.

INV=6.02

12"CONC.

DI #111

RIM=8.21

INV=5.96(NE)

INV=5.96(SW)

5.1

5.2

5.1

5.0

5.1

5.2

5.1

5.0

5.2

5.4

5.1

5.2

5.3

5.2

4.7 85.0

5.0

4.6

4.8

5.0 65.0

4.8

4.3 34.3

4.8

5.1

5.2

5.1

5.0

4.8

5.6

6.6

6.5

5.6

4.8

4.7

4.9

4.7

4.8

4.9

4.8

4.9

5.1

4.8

4.9

5.1

4.9

4.7

5.1

4.7

4.8

4.7

4.6

4.7

4.8 04.6

4.7

4.6

4.7

4.8

4.7

4.8

4.9

4.8

4.7

4.8

4.7

4.8

4.7 24.7

4.7

4.8

4.9

5.1

4.9

4.7

4.8

4.7

4.8

4.9

4.8

4.7

4.8

4.9

4.8

5.0

4.9

5.0

4.9

4.8

4.9

5.0

4.9

4.8

4.9

INV=1.6218"CONC.

INV=1.0618'CONC.

12"CONC.

18"CONC.

C. 15"CONC.

INV=1.50

18"CONC.

INV=1.41

18"CONC.

INV=0.56

18"CONC.

INV=0.34

18"CONC.

INV=0.91

8"IRON

INV=-0.52

8"IRON

7.5

7.8

7.6

7.7

7.6

7.8

7.7

7.5

7.8

6.8

5.9

5.0

4.1

4.7

6.6

7.2

6.9

6.7

6.6

7.0

3.2

3.5

3.9

4.0

4.2

4.5

4.8

4.7

7.5

7.4

7.3

7.5

7.7

7.8

7.7

7.3

7.7

8.3

8.7

8.6

8.0

7.3

7.1

7.2

7.8

7.5

7.0

7.4

5.1

5.0

5.1

5.0

7.6

7.5

7.6

7.5

7.4

7.6

7.7

4.95.1

7.0

2.8

3.0

3.2

3.3

3.9

3.0

2.8

2.9

3.1

6.8

6.9

3.3 3.0

3.2

3.3

3.5

3.7

3.8

4.0

4.1

4.7 4.4

4.1

4.4

4.2

4.4

4.5

4.3

2.8

4.6

7.8

7.4

7.1

7.0

6.9

6.8

7.0

7.4

6.7

7.2

7.8

8.3

8.1

7.5

6.8

6.6

6.7

7.3

7.0

6.5

6.9

4.7

4.8

4.7

7.2

7.1

7.0

6.9

7.2

7.4

7.1

7.2

7.8

8.3

8.1

7.6

6.9

6.7

7.3

7.0

6.4

6.9

4.7

4.1

4.1 2 4.1

4.1

4.2

4.3

4.2

4.0

3.8

3.7

3.6 93.5

4.1

4.2

4.1

4.0

3.8

3.7

7.3

7.2 07.8

7.7

38.4

8.4

7.8

7.7

7.1

7.0

6.9

6.6

6.7

6.1

5.5

4.9

4.2

4.3

4.6

3.7

7.7

6.5

6.9

3.3

4.6

4.4

4.8

4.6

4.7

4.3

4.5

4.7

4.6

4.8

4.7

5.1 4.9

4.7

4.6

4.7

4.6

4.4

4.5

4.8

5.0

5.4

4.7

6.1

5.9

4.7

5.4

4.9

4.7

5.4

5.3

4.9

5.0

4.8

5.1

4.9

4.9 5.3

5.3

4.9

4.8 5.2

5.3

4.8

5.2

5.1

4.8

5.34.8

5.3 6.7

5.4

5.0

5.1

5.4

5.5

5.0

5.2

5.7

5.1

5.65.5

5.1 5.1

5.2 5.2

5.0 5.2

5.2 5.1

5.2

5.1

5.1 5.3

5.0

5.2

4.9

4.8

5.1

4.8

5.2

5.5

4.3 3.9

4.0 3.7

3.3 3.7

3.3

4.0 3.7

4.6 4.0

5.5

5.2

5.1

5.0

5.1

5.2

4.7

5.2 4.8

4.5

5.0

5.1 5.4

4.5

4.45.0

3.6

3.5

3.4

3.1

3.6

4.4

5.3 4.6

4.5 4.6

4.6 4.3

4.6

4.5

4.4

4.2

4.1

4.2

8.0

8.0 7.7 8.0

7.8

8.2

8.3 7.8

7.9

7.5

8.1

8.3

7.7

7.6

7.3

7.5

7.6

8.0

7.8

8.0

8.3

6.0

6.2

6.4

6.5 6.3 6.3

6.3

6.1

6.2

6.3

6.9

6.5 6.3

6.2

5.1

5.5

6.4

7.1

7.5 7.6

4.2

8.6

8.4

8.2

7.9

8.0 1 8.0

8.1

8.9

9.0

9.1

9.3

9.2

9.0

9.3

9.5

9.3

8.4

8.6

8.7

8.8

8.9

8.3

7.6

6.6

5.2

4.3

8.9

8.8

8.9

8.8

8.5

8.8

7.8

8.0

5.1

4.8

8.1

7.8

7.9

5.2

4.9

5.1 6.9

8.5

9.2 8.2

5.9

4.9

6.3

8.7

8.6

5.8

4.9 4.5

4.5

9.2 9.1

8.8

6.4

4.84.1

8.7

5.1

4.5

4.3

4.4

4.1

4.7

8.4

8.5

8.7

8.5

8.4

3.7

8.2

7.9

7.7

7.5

7.4

7.5 4 7.5

7.9

8.3

8.4

8.5

7.8

7.1

6.2

4.7

3.8

8.5

8.6

8.7

8.8

9.0

8.7

8.9

9.1

8.9

3.8

8.1

7.9

7.5

7.6

7.5

7.6 7 7.7

7.8

7.7

7.5

7.3 5 7.3

7.7

8.1 1 8.1

8.4

8.4 3 8.6

8.6

8.7

8.6

8.7

8.5 88.5

8.6

7.9

7.2

6.3

4.8

3.9

7.2 8 7.4

06.9

9.0

9.2

8.6

9.5 0 9.6

7.2

9.4

8.8

4.8

5.8

6.0

6.4

6.2 6.1

6.5

8.4

5.0

5.2

5.9

5.7

6.1

5.9

3.2 2.9

3.2

3.7

3.8

4.0 3.7

5.0

5.5

5.7

5.2 5.7

6.0

3.4

3.3

3.5

4.0

7.0

7.1

7.5

7.1

7.3

5.0

4.9

4.8 4.7

4.8

1.4

2.0

2.1

2.4

2.2

2.5 2.4

3.2

3.6

3.5 4.7

4.5 3.2

5.1

5.2

4.7

4.8 4.7

4.9

5.0

3.0

2.8

3.0

4.4

4.6

4.4

4.8

8.1

8.3

4.5

4.4

4.7

5.9

4.2

2.8

3.8

3.0

3.1

2.7

1.7

2.2

6.4

5.7

5.2 5.3

5.2

4.7

4.0

3.9

4.5

4.6

8.1

4.4

5.0

2.3

3.9

2.1

4.1

6.5

2.7

5.3

4.5

4.6

4.4

4.1

2.2

2.3

2.5

2.3

2.2

1.9

2.2

2.3

2.6

2.9

2.6

3.1

3.4

3.3

4.3

3.9

4.2

2.3

2.5

2.3

2.4

5.3

5.2

5.4

5.5

4.0

3.9

4.5

7.7

7.8

4.0

4.3

4.0

7.8

7.7

6.4

6.3

6.4

6.3

6.4

2.2

5.2

1.5 2.3

2.3

5.5

2.3

3.3 3.3

2.8

3.9

2.9

3.7

4.2

3.9 4.1

19.

20.

17.

15.

13.

11.

10.

5.3

5.1

5.3

6.1

7.0

7.8

8.4

9.1

18.

17.

16.

13.

12.

10.

9.6

9.3

9.4

19.

20.

21.

13.

21.

20.

19.

18.

17.

16.

15.

13.

11.

9.9

8.7

7.8

18.

17.

8.0

7.7

18.

21.

20.

19.

18.

17.

16.

14.

13.

11.

10.

8.8

18.

19.

21.

18.

17.

15.

11.

9.9

8.7

10.

18.

17.

11.

6 18.

10.

17.

16.

9.9

14.

12.

10.

9.7

9.6

18.

17.

8.9

8.6

18.

17.

15.

13.

11.

10.

9.1

7.9

18.

19.

20.

21.

19.

18.

17.

16.

14.

12.

11.

9.5

8.2

7.4

18.

17.

15.

13.

11.

10.

9.2

8.6 98.7

9.0

8.9

9.0

18.

19.

20.

21.

12.

13.

21.

19.

18.

17.

16.

14.

12.

11.

9.6

8.4

7.6

13.

18.

17.

717.

14.

12.

10.

9.4

9.1

8.4

7.6

7.7

9.7

10.

11.

12.

13.

14.

15.

17.

18.

19.

18.

19.

20.

21.

9.9

10.

11.

12.

13.

14.

15.

17.

18.

4.2

4.5

4.7

4.6

4.3 9 10.

10.

14.

15.

17.

16.

4.2

4.3

4.1

4.0

3.5

4.6

9.4

9.8

10.

11.

12.

13.

14.

15.

16.

17.

18.

4.0

4.6

4.7

4.6

4.4

4.2 6 4.1

9.6

10.

12.

13.

14.

15.

16.

17.

18.

4.3

4.4

4.5

4.4

4.5

4.4

4.5

4.7

4.5

4.6

4.5

8.8

2.0

2.5

18.

16.

15.

14.

13.

11.

9.8

8.2

6.9

2.5

1.9

4.7

3.0

2.3

3.0

2.1

2.5

2.8

3.3

0.6

1.3 0.9

1.3

1.2

1.3

3.1

4.8

3.9

3.6

3.0 2.9

2.9

2.5

2.6

2.8

3.1

3.4

HEADSTONES

SHRUBS

CONC. W

ALL

MEMORIAL

BRICK COLUMNS

30"C&G

ASPHALT SURFACE

EMERGENCY CALL BOX

1-STY

BRICK

#140

FFE=5.85

(5) W

/CHAIN

TOB

GUAR

DRAIL

TOB

8"OAK CLUSTER

6"CEDAR

INV=0.66

24"CONC.

INV=1.02

24"CONC.

DITCH

BRUSH

SPIGOT

6"CEDAR

RIPRAP

BRUSH

DITCH

15"

CONC.

15"

CONC.

15"CONC.

CDI #115

RIM=21.83

FULL OF DEBRIS

DEBRIS=19.9

CDI #114

RIM=12.18

INV=9.22(NE)

INV=9.03(SW)

CDI #112

RIM=9.00

INV=5.64(NE)

INV=5.59(SW)

15"CONC.

CDI #116

RIM=7.30

INV=3.92(NE)

INV=3.99(NW)

INV=3.84(SW)

INV=3.79(SE)

36"CONC.

30"CONC.

DI #113RIM=4.53INV=1.18(NW)INV=0.29(SE)

-0.

15"CONC.

6"PVC

1.7

DI #100

RIM=5.30

INV=1.02(W)

INV=1.23(N)

INV=1.22(S)

18"CONC.

15"CONC.

INV=1.02

18"CONC.

8.6

E-PANEL

BRICK COLUMN

SIGN W/BRICK BASE

UNK

30"C&G

6"CC

TMH

RIM=9.3

ASPHALT SURFACE

REMAINS OF L/P

SHRUBS

ASPHALT SURFACE

T S

URFA

APPROXIMATE LOCATION

OF BLIND TIE

CONC. H

EADWALL

INV=-2

.47

(A)

INV=-2

.24

(B)

INV=-2

.33

(C)

(C ) 1

0'x 6'

X C

(B)

'x6 ' B

OX C

(A)

'x6 ' B

OX C

E L

TIE

CDI #20070

RIM=8.77

INV=0.07(NW)

INV=1.67(N)

INV=-0.08(SE)

18"CONC.

INV=-1.25

18"CONC. FES

INV=2.63

15"CONC. FES

TOE

RIPR

RIPRAP

INV=1.9815"CONC.

CONC.

CONC. WALK

CONC.

CONC. HEADWALL

INV=-2.05(A)

INV=-1.99(B)

INV=-1.93(C)

ASPHALT SURFACE

POSSIBLE ROOF DRAIN

UNK HH

10"OAK

TOB

TOE

15"BEECH

CONC.

ASPHALT SURFACE

C&G

GUY WIRE WATER TOWER SITE

GATE LOCKED

UNABLE TO GET ACCESS

ASPHALT SURFACE

3.2

3.4

3.6

3.3

POSSIBLE ROOF DRAIN

4.0 1.8

1.7

0.5

1.7

1.4

0.8

1.3

1.6

1.3

1.5

1.2

1.0

1.1

1.4

8.8

8.9

9.1

9.3

9.2

9.0

8.9

8.7

8.6

8.5

8.2

8.8

8.7

8.0

9.3

9.4

9.5

9.4

9.2

9.5

9.7

9.8

9.6

9.2

8.8

9.0

9.6

9.4

9.2

9.1

9.0

8.8

8.6

8.4

8.6

8.2

8.8

9.6

9.4

9.6

9.5

9.4

9.3

9.2

9.1

9.4

9.3

9.0

8.8

8.5

8.7

8.9

8.1

9.1

8.9

9.0

9.2

8.8

8.4

8.1

8.0

7.9

9.1

9.7

9.3

9.1

9.6

9.6 9.5

9.6

9.4

9.1

9.0

8.7

8.6

8.5

8.4

8.1

7.7

7.6

8.0

8.2

9.1

9.8

10.

9.8

9.9

9.8

9.5

8.7

7.5

8.4

9.3

9.5

9.7

9.8

9.7

9.8

9.4

9.1

9.2

8.9

8.4

8.3

8.5

8.7

8.8

8.6

8.5

8.3

8.2

8.0

7.7

7.6

7.5

7.9

7.5

8.8

8.9

9.1

9.0

8.9

8.6

9.1

9.2

9.4

9.1

8.7

8.4

8.5

9.1

8.5

8.6

8.8

8.9

8.6 48.6

8.5

8.3

8.1

7.9

7.8

7.7

7.8

7.7

8.9

9.0

9.1

9.0

8.9

9.2

9.3

9.5

9.2

8.8

8.5

8.6

9.1

9.7

8.6

9.7

9.2

-1.

-0.6

-0.

0.0

-0.7

0.3

0.7

0.4

0.7

0.4

1.1

-0.40.1

-0.3

-0.

-0.8

2.1 5.8

4.1

6.7

6.4

6.5

1.0

7.1

8.4

8.8

1.8

1.5

0.9

1.5

EHH

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

TBM

BOX CUT

ON CONC.

ELEV=3.62

TBM

CORNER OF

CONC. CURB

ELEV=5.62

. C

=5 .36

TBM

CORNER OFCONC. CURBELEV=5.11

TBMCORNER OF

CONC. CURB

ELEV=18.26

CORNER

CONC. W

=9 .48

STONE WALL

ONE W

20'H.R.S.D.

EASEMENT VACATED

D.B. 1190, PG. 731

TIO

E W

5, PG

. 6

V.E.P.CO. LEASE

D.B. 146, PG. 79

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

℄ V

.E.P.CO. EASEMENT

APPROXIMATE LOCATION

D.B. 146, PG. 291

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

INST# 150008890

M.P.B. 4. PG/ 122

℄ ALONG FACE

OF STONE WALL

EXISTING LIMITED ACCESS LINE

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

EXISTING LIMITED ACCESS LINE

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

E…

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