U000-134-S60 VA. SHORE DRIVE / STRATFORD ROAD / ROANOKE ... · CIVIL ENGINEER US 60/SHORE DRIVE (EB...

Conc. Walk

Conc. Walk

Conc. Walk

Conc. Walk

Conc. Walk

Conc. Walk

15"Conc.

Asphalt Surface

Asphalt Surface

Asphalt Surface

Asphalt Surface

Asphalt Surface

Asphalt Surface

Inv.=1.08(W)Inv.=0.99(E)Rim=3.73DI #201

Inv.=1.98(E)Rim=3.44DI #204

72"PLF

8"O

ak

Shrub

Shrub(3)

Sig

n "H

M

Boats"

8"O

ak(3)

Inv.=0.49(S)Inv.=0.49(N)Rim=3.18CB #209

Swale

Swale

Swale

18"Conc.

Inv.=1.09

Inv.=1.17

Gravel Surface

Gravel Surface

BM

A/

C

Conc.

Asphalt Surface

Conc.

Sign

12"Conc.

12"Conc.12"Conc.

18"C

onc.

18"C

onc.

Sign

Sig

n

Sig

n

Sign

Sign

8"Oak

15"C

onc.

Inv.=1.34

Sign

Sapling

Sign

Sign

30"Curb

30"Curb

30"Curb

Sig

n

Sig

n

A/

C

A/

C

Gazebo

72"PLF

Bric

k C

olu

mn

Conc.

Inv.=0.71(W)Inv.=0.64(N)Rim=3.20DI #200

Wood

Deck

Grass Median

Grass Median

Grass Median

Inv.=1.03(S)Inv.=1.12(N)Rim=3.18DI #210

15"C

onc.

D

D

Reflector

Conc. Post

FFE=5.26

1 Story Brick

Inv.=-3.62(NW)

Inv.=0.39(S)

Inv.=0.80(NE)

Inv.=0.09(N)

Rim=3.49

CB #205

24"Conc.

30"Conc.

Inv.=-3.88(NW)Inv.=-0.08(S)Inv.=-3.81(SE)Rim=3.27DI #206

15"C

onc.

2-8"P

VC

Blind Tie

Inv.=0.51(N)Rim=3.92SDMH #208

BM

2 Story Frame

Inv.=3.76(N)Rim=5.31DI #5003 (

Private)

8"P

VC

Sapling

Sapling

Shrubs

6"

Crepe

Myrtle(3)

Ramp w/Hand Rail

Stor

m

Drain Clean

Out(2)

1.1’ of SiltInv.=2.27(N)Inv.=2.24(N)Rim=3.32DI #207

0.6’ of SiltInv.=1.93(W)Inv.=1.89(E)Rim=3.57DI #203

Inv.=2.00(W)Inv.=2.00(E)Rim=3.70DI #202

8"P

VC

8"P

VC

Overhang

1

1

LAYOUT & INDEX SHEET

(HAR

N)

SYSTE

M S

OUT

H

ZO

NE

NA

D 19

83/19

93

VIR

GINIA ST

ATE P

LA

NE

CO

OR

DIN

ATE

PENETRATION OR EXCAVATION AT 811.

AT LEAST 72 HOURS BEFORE GROUND

CONTACT MISS UTILITY OF VIRGINIA

NOTE:SCALE: 1"=50’

0

SCALE

50’ 100’

VICINITY MAP

CIVIL ENGINEER

US 60/SHORE DRIVE (EB)

US 60/SHORE DRIVE (WB)

W STRAT

FOR

D RD

RO

AN

OKE

AVE

E

ST

RA

TF

OR

D

RD

PWCN-_____

C.I.P. 2-300.119

INTERSECTION IMPROVEMENTS

SHORE DRIVE / STRATFORD ROAD / ROANOKE AVENUE

PO

T 10

+00.0

010

11

12

13

14

15

16

PO

T 16

+25.0

0

11:24

23-M

AY-2

016

T:\185742-C

VB

CivilO

nCall2

015\185742B-Traffic\T

O5_Shore-Stratford\S

heets\185742-S

hore

_Stratford-L

AY-0

1.dgn

APPROVED BY

PB PROJECT NO.

DRAWN BY

DESIGNED BY

CHECKED BY

PROJECT MANAGER DATE

SHEET NO.

CITY OF VIRGINIA BEACH

DEPARTMENT OF PUBLIC WORKS

ENGINEERING DIVISION

G. HOWELL

S. MATHAI

S. MATHAI

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE

ROUTE PROJECTSHEET NO.

U000-134-S6060

185742B

VIRGINIA BEACH, VIRGINIA 23452

277 BENDIX ROAD SUITE 300

CIT

YOF

VIRGINIABEACHVIRG

INIA

RUOFOSKRA

MDNA

L

NAT ON’SBEG

NN

NG

CIVIL ENGINEER

J. SWAFFORD

______

MAY 2016

CIP No.2-300.119INTERSECTION IMPROVEMENTS

ROANOKE AVENUE SHORE DRIVE/STRATFORD ROAD/

RIGHT OF WAY

OR ACQUISITION OF

FOR CONSTRUCTION

PRELIMINARY NOT

30% SUBMITTAL PLANS

0

SCALE

25’ 50’

SCALE: 1"=25’




NOTE:

(HAR

N)

SYSTE

M S

OUT

H

ZO

NE

NA

D 19

83/19

93

VIR

GINIA ST

ATE PLA

NE

CO

OR

DIN

ATE

2

ALIGNMENT DATA SHEET

STA. 11+93.74

BEGIN CONSTRUCTION

STA. 15+68.00

END CONSTRUCTION

2

US 60/SHORE DRIVE CONSTR. BL

PO

T 10

+00.0

010

11 12 13 14 15 16

PO

T 16

+25.0

0

11:25

23-M

AY-2

016

T:\185742-C

VB

CivilO

nCall2



heets\185742-S

hore

_Stratford-A

LN-0

1.dgn

APPROVED BY

PB PROJECT NO.

DRAWN BY

DESIGNED BY

CHECKED BY


SHEET NO.




G. HOWELL

S. MATHAI

S. MATHAI

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


U000-134-S6060

185742B



CIT

YOF

VIRGINIABEACHVIRG

INIA

RUOFOSKRA

MDNA

L

NAT ON’SBEG

NN

NG

CIVIL ENGINEER

J. SWAFFORD

______

MAY 2016



RIGHT OF WAY

OR ACQUISITION OF

FOR CONSTRUCTION

PRELIMINARY NOT

30% SUBMITTAL PLANS

0

SCALE

25’ 50’

SCALE: 1"=25’




NOTE:

4

EXISTING CONDITIONS SHEET

VIRGINIA BEACH, VA. 23452(757) 368-0945

WWW.PRECISIONMEASUREMENTS.COM

VIRGINIA BEACH - NEWPORT NEWS - RICHMOND, VIRGINIA

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

851 SEAHAWK CIRCLE, SUITE 103

PRECISION MEASUREMENTS, INC.

VERTICAL CONTROL DATA. FOR HORIZONTAL AND SEE "SURVEY NOTES"

4

Conc. Walk

Conc. Walk

Conc. Walk

Conc. Walk

Conc. Walk

Conc. Walk

15"Con

c.

Asphalt Surfa

ce

Asphalt Surfa

ce

Asphalt Surfa

ce

Asphalt Surfa

ce

Asphalt Surfa

ce

Asphalt Surfa

ce

Inv.=1.08(W)

Inv.=0.99(E)

Rim=3.73DI #201

Inv.=1.98(E)

Rim=3.44DI #204

72"PLF

8"O

ak

Shrub

Shrub(3)

Sig

n "H

M

Boats"

8"O

ak(3)

Inv.=0.49(S)

Inv.=0.49(N)

Rim=3.18CB #20

9

Swale

Swale

Swale

18"Conc.

Inv.=1.09

Inv.=1.17

Gravel Surfac

e

Gravel Surfac

e

BM

Cut

Square in Conc.

Ele

v.=3.5

5T

BM "A"

A/

C

Conc.

Asphalt Surfa

ce

Conc.

Sign

12"Conc.

12"Conc.12"Conc.

18"C

onc.

18"C

onc.

Sign

Sig

n

Sig

n

Sign

Sign

8"Oak

15"C

onc.

Inv.=1.34

Sign

Sapling

Sign

Sign

30"Curb

30"Curb

30"Curb

Sig

n

Sig

n

A/

C

A/

C

Gazebo

72"PLF

Bric

k C

olu

mn

Conc.Inv.=0.7

1(W)Inv.=0.6

4(N)Rim=3.20DI #200

Wood

Deck

Grass Median

Grass Median

Grass Median

Inv.=1.03(S)

Inv.=1.12(N)

Rim=3.18DI #210

15"C

onc.

D

D

Conc. Post

FFE=5.261 Story

Brick

Inv.=-3.62(NW)Inv.=0.39(S)Inv.=0.80(NE)Inv.=0.09(N)Rim=3.49CB #205

24"Conc.

30"Conc.

Inv.=-3.88(NW)

Inv.=-0.08(S)

Inv.=-3.81(SE)

Rim=3.27DI #206

15"C

onc.

2-8"P

VC

Blind Tie

Inv.=0.51(N)

Rim=3.92SDMH #20

8

Elev.=3.80

E=12,183,393.48

2N=3,49

8,910.333

Pin w/Cap #1

01

Survey Baseline

BM

Control Disk

Virginia Beac

h Elev.=5.14

TBM "G-3-3"

2 Story Frame

Inv.=3.76(N)

Rim=5.31DI #500

3 (Private)

8"P

VC

Sapling

Sapling

Shrubs

6" Crepe

Myrtle(3)

Ramp w/Hand

Rail

Stor

m

Drain Clean

Out(2)

1.1’ of Silt

Inv.=2.27(N)

Inv.=2.24(N)

Rim=3.32DI #207

0.6’ of Silt

Inv.=1.93(W)

Inv.=1.89(E)

Rim=3.57DI #203

Inv.=2.00(W)

Inv.=2.00(E)

Rim=3.70DI #202

8"P

VC

8"P

VC

Overhang

Elev.=4.05

E=12,183,870.45

4N=3,49

8,858.399

Pin w/Cap #1

00

GPIN 1489-38-775

9M.B. 5, PG. 197INSTR. #201104140003

97160AND RESCUE UNIT, LLCOCEAN PARK VOLUNTEER FIREN/F

GPIN 1489-38-978

8INSTR. #201410030009

39990(PLAT)INSTR. #20141

017000990260POLKTON CORPORATION

N/F

GPIN 1489-48-084

4INSTR. #201410030009

39990(PLAT)

INSTR. #201410030009

40000(PLAT)INSTR. #20141

017000990260POLKTON CORPORATION

N/F

PARCEL 7AGPIN 148

9-39-9034M.B. 293

, PG. 52INSTR. #20080822000

9933903744 SHORE ASSOCIATES, LLCN/F

GPIN 1489-39-509

1INST. #20111121001196

970(PLAT)INST. #201203050002

43500VINTAGE POINTE CONDOMINIUMN/F

PARCEL 6AGPIN 148

9-49-0053M.B. 293

, PG. 52INSTR. #20080822000

9933903744 SHORE ASSOCIATES, LLCN/F

Existing R/W

Existing R/W

Existing R/W

Pin(F)

Pin(F)

Pin(F)

Pin(F)

Pin(F)

(M.B. 293, Pg. 5

3)Pedestrian Acc

ess Easement Existin

g Variable Wid

th

(M.B. 293, Pg. 5

3)Drainag

e Easement Existin

g Variable Wid

th

(INST. #2010090800

0937430)

Existing 1’ No

Ingress/Egres

s Easement

(INST. #2010090800

0937430)

Existing 5’ Pe

destrian Acces

s Easement

Shore Drive

(Variable Widt

h R/W)

Shore Drive

(Variable Widt

h R/W)

(Variable Width R

/W)

(Variable

Width R/

W)

Existing R/W

Existing R/W

E. Stratford Road

W. Stra

tford Road

T

T

T

T

T

S

S

S

S

S

S

Inv.=0.91(W)

Inv.=-3.18(SW)

Inv.=-3.25(SE)

Inv.=-3.13(NW)

Rim=3.97

SMH #300

Inv.=-2.60(W)

Inv.=-2.61(SE)

Inv.=-2.57(E)

Rim=3.98SMH #301

Inv.=-1.01(W)

Rim=3.72SMH #308

Inv.=-1.50(W)

Inv.=-1.58(E)

Rim=3.82

SMH #304

Inv.=-1.78(NW)

Inv.=-1.75(SE)

Rim=3.24

SMH #307

Inv.=-0.88(NW)

Inv.=-0.88(E)

Rim=3.52

SMH #306

Guy

Wire

Guy

Wire

Guy WireP/P No #

FOHH

FOHH

FOHH

WM

FH

Tele Ped

P/

P

No #

L/

P #

MI7

2

Tele Ped

Tele Ped

P/

P #QI6

7

FO

HH

P/

P #NI2

7

P/

P #NI4

7

WM

Guy Wire

P/P #PI22

FO

HH

GM G

V

FHWV WV

SC

O

P/

P

No #

L/

P

Guy

Wire(3)

WV(2)

(DATUR)

Clearance=19.3’

L/P #MI58

WM

Tele Ped #3762

L/

P #

MI9

9

EOI

SCO

SC

O WV(2)

Clearance=19.5’

Clearance=19.4’

Clearance=19.0’

Clearance=22.5

’

(DATUR)

(DATUR)

11:25

23-M

AY-2

016

T:\185742-C

VB

CivilO

nCall2



heets\185742-S

hore

_Stratford-E

XS-0

1.dgn

APPROVED BY

PB PROJECT NO.

DRAWN BY

DESIGNED BY

CHECKED BY


SHEET NO.




G. HOWELL

S. MATHAI

S. MATHAI

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


U000-134-S6060

185742B

CIT

YOF

VIRGINIABEACHVIRG

INIA

RUOFOSKRA

MDNA

L

NAT ON’SBEG

NN

NG

SURVEYOR

J. SWAFFORD

______

MAY 2016



Utility Owners

Phone - 757-263-1100

Virginia Beach, Va 23456

2512 George Mason Dr

Contact Michael Nicolaides

Records Obtained No

Underground

Virginia Beach School FO

Phone - 757-460-3600

Off Hours Emergency:

Phone - 757-460-7072


1436 Air Rail Ave

Contact Sam McAdoo

Records Obtained Yes

Underground

HRSD

Force Main

Phone - 757-613-0895

Portsmouth, Va 23707

1601 Hamilton Ave.

Contact Bill Sleasman


Underground and Aerial

Dominion Va Power

Electric

Phone - 757-777-7719

Norfolk, VA 23513

2600 Etham Ave, #103

Contact Rich Eldreth

Level 3 Communications

Phone - 757-855-9582

Norfolk, Va 23512

3131 B Sewells Point N.

Contact Brian Flanary

Records Obtained No


Verizon

Telephone

Phone - 757-616-7529


544 S. Independance

Contact Kevin Starke


Underground

Virginia Natural Gas

Gas

Phone - 757-385-1409

Phone - 311 (1st) or

After Hours:

Phone - 757-385-1400

During Normal Working Hours:

Water Distribution System

Phone - 757-385-4175


2405 Courthouse Dr, Bldg 2

Contact Jim Ruddock


Underground

City of Va Beach

Water and Sanitary Sewer System

Fax - 757-222-8116

Phone - 757-222-2566


5200 Cleveland St

Contact - Robin Parker



Cox Communications

Cable

SCALE: 1" = 25’

VIRGINIA BEACH, VIRGINIA

VIRGINIA BEACH, VA. 23452(757) 368-0945

WWW.PRECISIONMEASUREMENTS.COM

VIRGINIA BEACH - NEWPORT NEWS - RICHMOND, VIRGINIA

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

851 SEAHAWK CIRCLE, SUITE 103

PRECISION MEASUREMENTS, INC.

PMI PROJECT #15-273

DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS ACCURACY STANDARDS UNLESS OTHERWISE NOTED.

UNDER MY SUPERVISION; THAT THE ORIGINIAL DATA WAS OBTAINED ON 03/01/2016 THIS PLAT, MAP, OR

RESPONSIBLE CHARGE AND SUPERVISION OF IVAN R. LINEBERRY, L.S. FROM AN ACTUAL GROUND SURVEY MADE

THE TOPOGRAPHY AND PHYSICAL FEATURES SHOWN ON THIS MAP WERE OBTAINED UNDER THE DIRECT AND 7.

ARE APPROXIMATE LOCATIONS.

REQUIRES "MISS-UTILITY" TO BE CONTACTED PRIOR TO ANY EXCAVATION. ALL UTILITIES SHOWN AS (DATUR)

AND INCORPORATED THEM INTO THE SURVEY. THE SURVEYOR FURTHER NOTIFIES ALL PARTIES THAT VIRGINIA LAW

ARE IN THE EXACT LOCATION INDICATED, THE SURVEYOR HAS PHYSICALLY LOCATED THE DESIGNATION MARKINGS

SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN

GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN

DESIGNATION LINES HAVE BEEN FIELD LOCATED BY PMI AS PART OF THIS SURVEY. THE SURVEYOR MAKES NO

THE UNDERGROUND UTILITIES SHOWN, IF ANY HAVE BEEN DESIGNATED BY "ACCUMARK" AND THE PAINT 6.

NOT WARRANT THE MATERIAL TYPE OF PIPES LOCATED IN CONFINED OR INACCESSIBLE SPACES.

PIPE MATERIAL TYPES ARE DETERMINED BY FIELD OBSERVATIONS TO THE BEST OF OUR ABILITY. PMI DOES 5.

THAT MAY AFFECT SAID PROPERTY SHOWN HEREON EXCEPT AS SHOWN.

THIS SURVEY DOES NOT INTEND TO DEPICT ANY WETLANDS, HAZARDOUS WASTE AND ENVIRONMENTAL FEATURES 4.

CHANGES TO SITE CONDITIONS WHICH OCCUR SUBSEQUENT TO THIS DATE AND OR TO PROPOSED IMPROVEMENTS.

THIS SURVEY WAS PREPARED TO SHOW EXISTING FEATURES AS OF 04/18/2016 AND DOES NOT CERTIFY TO 3.

CITY OF VIRGINIA BEACH CONTROL STATION G-3-3 ELEVATION=5.14.

ELEVATIONS REFER TO NAVD88 AND WERE ESTABLISHED USING DIFFERENTIAL LEVELING METHODS INITIATED AT 2.

1983(1993)(U.S. FEET).

CONTROL NETWORK, VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NORTH AMERICAN DATUM

THE MERIDIAN SOURCE OF THIS TOPOGRAPHIC SURVEY IS BASED ON THE CITY OF VIRGINIA BEACH GEODETIC 1.

SURVEY NOTES:

TOPOGRAPHIC SURVEY OF SHORE DRIVE & STRATFORD ROAD

RIGHT OF WAY

OR ACQUISITION OF

FOR CONSTRUCTION

PRELIMINARY NOT

30% SUBMITTAL PLANS

Conc. Walk Conc. Walk

Conc. WalkConc. Walk

Conc. Walk

Conc. W

alk

15"Conc.

Asphalt Surface

Asphalt Surface Asphalt Surface

Asphalt Surface

Asphalt Surface

Asphalt Surface

Inv.=1.08(W)

Inv.=0.99(E)

Rim=3.73

DI #201

Inv.=1.98(E)

Rim=3.44

DI #204

72"PLF

8"O

ak

ShrubShrub(3)

Sig

n "H

M

Boats"

8"O

ak(3)

Inv.=0.49(S)

Inv.=0.49(N)

Rim=3.18

CB #209

SwaleSwale

Swale18"Conc.

Inv.=1.09 Inv.=1.17

Gravel Surface

Gravel Surface

BM

Cut

Square in Conc.

Ele

v.=3.5

5

TB

M "A"

A/

C

Conc.

Asphalt Surface

Conc.

Sign

12"Conc.

12"Conc.

12"Conc.

18"C

onc.

18"C

onc.

Sign

Sig

n

Sig

n

Sign

Sign

8"Oak

15"C

onc.

Inv.=1.34

Sign

Sapling

Sign

Sign

30"Curb

30"Curb

30"Curb

Sig

n

Sig

n

A/

C

A/

C

Gazebo

72"PLF

Bric

k C

olu

mn

Conc.

Inv.=0.71(W)

Inv.=0.64(N)

Rim=3.20

DI #200

Wood

Deck

Grass Median

Grass MedianGrass Median

Inv.=1.03(S)

Inv.=1.12(N)

Rim=3.18

DI #210

15"C

onc.

D

D

Reflector

Conc. Post

FFE=5.26

1 Story Brick

Inv.=-3.62(NW)

Inv.=0.39(S)

Inv.=0.80(NE)

Inv.=0.09(N)

Rim=3.49

CB #205

24"C

onc.

30"Conc.

Inv.=-3.88(NW)

Inv.=-0.08(S)

Inv.=-3.81(SE)

Rim=3.27

DI #206

15"C

onc.

2-8"P

VC

Blind Tie

Inv.=0.51(N)

Rim=3.92

SDMH #208

Elev.=3.80

E=12,183,393.482

N=3,498,910.333

Pin w/Cap #101

Survey Baseline

BM

Control Disk

Virginia Beach

Elev.=5.14

TBM "G-3-3"

2 Story Frame Inv.=3.76(N)

Rim=5.31

DI #5003 (Private)

8"P

VC

Sapling

Sapling

Shrubs

6"

Crepe

Myrtle(3)

Ramp w/Hand Rail

Stor

m

Drain Clean

Out(2)

1.1’ of Silt

Inv.=2.27(N)

Inv.=2.24(N)

Rim=3.32

DI #207

0.6’ of Silt

Inv.=1.93(W)

Inv.=1.89(E)

Rim=3.57

DI #203

Inv.=2.00(W)

Inv.=2.00(E)

Rim=3.70

DI #202

8"P

VC

8"P

VC

Overhang

Elev.=4.05

E=12,183,870.454

N=3,498,858.399

Pin w/Cap #100

GPIN 1489-38-7759

M.B. 5, PG. 197

INSTR. #20110414000397160

AND RESCUE UNIT, LLC

OCEAN PARK VOLUNTEER FIRE

N/F

GPIN 1489-38-9788

INSTR. #20141003000939990(PLAT)

INSTR. #20141017000990260

POLKTON CORPORATION

N/F

GPIN 1489-48-0844

INSTR. #20141003000939990(PLAT)

INSTR. #20141003000940000(PLAT)

INSTR. #20141017000990260

POLKTON CORPORATION

N/F

GPIN 1489-38-6716

M.B. 5, PG. 197

D.B. 1496, PG. 653

OCEAN PARK VOLUNTEER FIRE, INC.

N/F

PARCEL 7A

GPIN 1489-39-9034

M.B. 293, PG. 52

INSTR. #20080822000993390

3744 SHORE ASSOCIATES, LLC

N/F

GPIN 1489-39-5091

INST. #20111121001196970(PLAT)

INST. #20120305000243500

VINTAGE POINTE CONDOMINIUM

N/F

PARCEL 6A

GPIN 1489-49-0053

M.B. 293, PG. 52

INSTR. #20080822000993390


N/F

Existing R/W

Existing R/W

Existing R/W

Pin(F)

Pin(F)

Pin(F)

Pin(F)

(M.B. 293, Pg. 53)

Pedestrian Access Easement

Existing Variable Width

(M.B. 293, Pg. 53)

Drainage Easement

Existing Variable Width (INST. #20100908000937430)

Existing 1’ No Ingress/Egress Easement

(INST. #20100908000937430)

Existing 5’ Pedestrian Access Easement

Shore Drive (Variable Width R/W)


(Variable W

idth R

/W)

(Variable Width R/

W)

Existing R/W

Existing R/W

E. Stratford

Road

W. Stratford Road

TT

T

T

T

SS

S

S

S

Inv.=0.91(W)

Inv.=-3.18(SW)

Inv.=-3.25(SE)

Inv.=-3.13(NW)

Rim=3.97

SMH #300

Inv.=-2.60(W)

Inv.=-2.61(SE)

Inv.=-2.57(E)

Rim=3.98

SMH #301

Inv.=-1.01(W)

Rim=3.72

SMH #308

Inv.=-1.50(W)

Inv.=-1.58(E)

Rim=3.82

SMH #304

Inv.=-0.88(NW)

Inv.=-0.88(E)

Rim=3.52

SMH #306

Guy

Wire

Guy

Wire

Guy Wire

P/P No #

FOHH

FOHHFOHH

L/

P #

MI2

6

Tele Ped

P/

P

No #

WM WM

FH

Tele Ped

P/

P

No #

L/

P #

MI7

2

Tele Ped

Tele Ped

P/

P #QI6

7

FO

HH

P/

P #NI2

7

P/

P #NI4

7

WM

Guy Wire

P/P #PI22

FO

HH

GM

GV

FHW

V

WV

SC

O

P/

P

No #

L/

P

Guy

Wire(3)

WV(2)

(DATUR)

Clearance=19.3’

L/P #MI58

WM

Tele Ped #3762

L/

P #

MI9

9

EOI

SCO

SC

O

WV(2)

Clearance=19.5’

Clearance=19.4’

Clearance=19.0’

Clearance=22.5’

(DATUR) (DATUR)

(HAR

N)

SYSTE

M S

OUT

H

ZO

NE

NA

D 19

83/19

93

VIR

GINIA ST

ATE PLA

NE

CO

OR

DIN

ATE

5

5

0

SCALE

25’ 50’PENETRATION OR EXCAVATION AT 811.



NOTE: DEMOLITION AND E&S SHEET

IP Denotes Inlet Protection

PO

T 10

+00.0

010

11 12 13 14 15 16

PO

T 16

+25.0

0

Sawcut

Sawcut

Sawcut

40.50

+68.1241.48

+84.63

47.29

+00.21

56.62

+13.98

69.51

+24.34

70.67

+22.71

78.34

+81.61

78.80

+83.56

65.32

+86.44

56.51

+97.17

57.97

+98.10

60.39

+84.94

62.04

+86.07

54.16

+97.68

56.06

+98.30

Drop Inlet

Remove Existing

12" Conc. Pipe

Remove Exisiting

40.50+96.84

46.01+96.84

IP

IP

IP

IP

IPIP

IP

IP

IP

IP

11:25

23-M

AY-2

016

T:\185742-C

VB

CivilO

nCall2



heets\185742-S

hore

_Stratford-D

EM-0

1.dgn

APPROVED BY

PB PROJECT NO.

DRAWN BY

DESIGNED BY

CHECKED BY


SHEET NO.




G. HOWELL

S. MATHAI

S. MATHAI

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


U000-134-S6060

185742B



CIT

YOF

VIRGINIABEACHVIRG

INIA

RUOFOSKRA

MDNA

L

NAT ON’SBEG

NN

NG

CIVIL ENGINEER

J. SWAFFORD

______

MAY 2016



Utility Owners

Phone - 757-263-1100




Records Obtained No

Underground


Phone - 757-460-3600


Phone - 757-460-7072


1436 Air Rail Ave

Contact Sam McAdoo


Underground

HRSD

Force Main

Phone - 757-613-0895


1601 Hamilton Ave.




Dominion Va Power

Electric

Phone - 757-777-7719

Norfolk, VA 23513




Phone - 757-855-9582

Norfolk, Va 23512



Records Obtained No


Verizon

Telephone

Phone - 757-616-7529


544 S. Independance



Underground


Gas

Phone - 757-385-1409


After Hours:

Phone - 757-385-1400



Phone - 757-385-4175



Contact Jim Ruddock


Underground

City of Va Beach


Fax - 757-222-8116

Phone - 757-222-2566


5200 Cleveland St




Cox Communications

Cable

LEGEND

Denotes Demolition of Pavement

RIGHT OF WAY

OR ACQUISITION OF

FOR CONSTRUCTION

PRELIMINARY NOT

30% SUBMITTAL PLANS

RIGHT OF WAY

OR ACQUISITION OF

FOR CONSTRUCTION

PRELIMINARY NOT

30% SUBMITTAL PLANS

STATION 13+88.26 TO STATION 15+26.19

NOT TO SCALETYPICAL SECTIONS

1

2

3

4 8" Aggregate Base Course Type 21-B

Compacted Subgrade5

2" Asphalt Concrete Intermediate Course IM-19.0A

3" Asphalt Concrete Base Course BM-25.0A

INSET B

1 2 3 4 5

2" Asphalt Concrete Surface Course SM-9.5A

NOT TO SCALE

NOT TO SCALE




NOTE:

INFORMATION.

SHOWN. REFER TO THE PLAN SHEETS FOR SPECIFIC

CONFIGURATION AND DIMENSIONS WITHIN THE LIMITS

TYPICAL SECTIONS REPRESENT THE PREDOMINANT

NOTE:

6 Variable Depth Aggregate Base Course

Type 21-B (4" Min)

6

6

INSET A

1 7

7

** SEE PLANS FOR GUARDRAIL LOCATIONS AND SHEET 9 FOR DETAILS

SHORE DRIVE - PROPOSED SECTION



11’-6"12’-0" 11’-0"

L SHORE DRIVE (EB)

3:13:1

LANE

EXISTING TURN

GRADEMATCH EXIST

GRADEMATCH EXIST

VARIES

TO 19’-6"

FROM 8’-6"

19’-6"

17’-6"

VARIES FROM 11’-0"

LANE

EXISTING TURN

TO 0’-0"LANE

EXISTING THRU

11’-0"

LANE

EXISTING THRU

LANE

EXISTING TURN

GRADEMATCH EXIST

GRADEMATCH EXIST

STD. GR-2 **

STD. GR-2 **

L

12’-0"

LANE

EXISTING THRU

11’-0"

LANE

EXISTING THRU

GRADEMATCH EXIST

GRADEMATCH EXIST

19’-6"

3:13:1

STD. GR-2 **

STD. GR-2 **

2’-0"

VARIES

TO 8’-6"

FROM 12’-6"

11’-0" 2’-6" 4’-0" 5’-0" 1’-0"

LANE

EXISTING TURN

TO 12’-0"

FROM 7’-0"

GRADEMATCH EXIST

GRADEMATCH EXIST

2’-0"

6

1’-0"

SAW CUT

3:1

3:1

SHEET 9

WP-2 SEE

L

12’-0"

LANE

EXISTING THRU

11’-0"

LANE

EXISTING THRU

GRADEMATCH EXIST

GRADEMATCH EXIST

19’-6"

GRADEMATCH EXIST

GRADEMATCH EXIST

OVER

MEDIAN CROSS

OVER

MEDIAN CROSS

GRADEMATCH EXIST

GRADEMATCH EXIST

5’-0"

*

* PAVED SHOULDER FROM STA. 11+93.79 TO STA. 11+95.79

2" Flexible Pavement Planing

LANE

EXISTING THRU

SHORE DRIVE B

11’-6"

LANE

EXISTING THRU

SEE INSET A

SEE INSET A SEE INSET A

SEE INSET A

SEE INSET B

STD CG-6SIDEWALKSTD. CONCRETE

LANE

EXISTING THRU

LANE

EXISTING THRU

VARIES

SHORE DRIVE B



SHORE DRIVE B

SEE INSET ASEE INSET A


20’-6" 11’-0"

17’-0"

2’-0"

2’-0"

11’-0"

BUFFER

12’-0" 11’-0"

GRADEMATCH EXIST

2’-0"

2’-0"

2’-0" 2’-0"

2’-0"

L

19’-5.9"

GRADEMATCH EXIST GRADE

MATCH EXIST

OVER

MEDIAN CROSS

OVER

MEDIAN CROSS

SHORE DRIVE B

20’-6"

***VARIES ****VARIES



13+11.09 TO STA. 13+13.56

*** PROPOSED PAVEMENT WIDTH VARIES FROM 9’-11" TO 2’-4" FROM STA.

13+84.06 TO STA. 13+88.26

*** PROPOSED PAVEMENT WIDTH VARIES FROM 0’-0" TO 8’-10" FROM STA.

13+84.06 TO STA. 13+88.26

**** PROPOSED PAVEMENT WIDTH VARIES FROM 3’-11" TO 17’-3" FROM STA.

13+11.09 TO STA. 13+13.56

**** PROPOSED PAVEMENT WIDTH VARIES FROM 7’-1" TO 0’-0"" FROM STA.

SEE INSET B

LANE

EXISTING THRU

LANE

EXISTING THRU

11:25

23-M

AY-2

016

T:\185742-C

VB

CivilO

nCall2



heets\185742-S

hore

_Stratford-T

YP-0

1.dgn

APPROVED BY

PB PROJECT NO.

DRAWN BY

DESIGNED BY

CHECKED BY


SHEET NO.




G. HOWELL

S. MATHAI

S. MATHAI

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


U000-134-S6060

185742B



CIT

YOF

VIRGINIABEACHVIRG

INIA

RUOFOSKRA

MDNA

L

NAT ON’SBEG

NN

NG

J. SWAFFORD

______

MAY 2016



Property Monument

Metal or Wooden Post

Photo Control Point

Advertising Sign

Bench Mark

Bollard Post

Control Station

Cell Tower

Flag Pole

Gravesite Marker

Guard Post

Mine Entrance

Node Point

Property Line Symbol

Right of Way Monument

Iron Right of Way Pin

Railroad Mile Marker

Railroad Right of Way Monument

Railroad Telegraph Pole

Railroad Telephone Pole

Shrub

Storm Sewer Manhole

Tree

Wetland Flag Automatic

Wetland Flag Manual

Elevation Tick Mark

Connected Plat Symbol

Secondary Control Point

Railroad Signal Pole or Gate

Drainage Flow Arrow (Storm Drainage)

Filler Cap (Gas Stations)

Flow Arrow (Streams & Rivers)

Filler Pipe (Gas Stations)

Gas Vent Pipe (Gas Stations)

Gas Tank Access Manhole (Gas Stations)

Brush Line

City Line

Curb Only

Fence Line

Guardrail

Hedge Row

State Line

Sidewalks

County Line

Curb and Gutter

Jersey Barrier

Obscure Areas

Paved Ditches

Railroad

Right of Way

Edges of Water

Wetlands

PLANIMETRIC LEGEND

A

M

BM

FP

V

FC

GA

PL

D

Z

Pipe Culverts *

( Variable from 12" to 120" )

* Designate size of culverts

Woods

Found Monumentation

PHOTO CP

Underground Telephone Cable

Underground Television Cable

Unknown Utility Line

Underground Fiber Optic

Underground Traffic Control

Gas Line Duct

Underground Power Cable

Underground Power Cable Duct

Underground Traffic Control Duct

Underground Telephone Cable Duct

Underground Television Cable Duct

Water Line Duct

Fiber Optic Cable Television

Underground Fiber Optic Duct

Traffic Control Fiber Optic

Telephone Fiber Optic

Chemical Line (above or below ground)

Vacuum Sewer

Fuel Line (above or below ground)

Water Valve

Water Meter

Water Manhole

Fire Hydrant

Television Pedestal

Television Hand Hole

Telephone Pedestal

Telephone Manhole

Telephone Pole

Fiber Optic Marker

Telephone Hand Hole

Traffic Control Hand Hole

Traffic Control Manhole

Traffic Signal Pole

Power Pole

Electric Manhole

Light Pole

Electric Meter

Electric Hand Hole

Gas Valve

Gas Manhole

Gas Meter

Gas Well

Sanitary Force Main Valve

Sanitary Manhole

Sewer Clean Out

Television Manhole

Electric Pedestal

Electric Guy Wire

Electric Marker Post

Electric Stub

Gas Marker Post

Gas Stub

Luminaire

Unknown Manhole

Satellite Dish

Telephone Booth

Telephone Guy Pole

Telephone Guy Wire

Telephone Marker Post

Telephone Stub

Traffic Signal Guy Pole

Television Stub

Water Well

Sanitary Stub

Water Spigot

Water Stub

Gas Monitoring Well

Electric Box

Anchor (for towers)

Electric Guy Pole

UTILITY LEGEND

S

MW

TB

WM

EB

E

E

G

UK

S

E

TC

TC

T

T

T

TV

TV

TV

W

Gas Line *

Gravity Sewer *

Sanitary Force Main *

Water Line *

Depicted According To Utility Records **

Abandoned According To Utility Records **

** Designate type ( Unknown line is shown )

* Designate size ( Variable from 0. 75" to 54" )

According To Miss Utility Information **

E-3 The following symbols are used to depict Erosion Control items in the

plan assembly:

EROSION CONTROL LEGEND

RCD-1 Denotes Rock Check Dam, Type I; St’d EC-4

CP Denotes Temporary Culvert Protection

Denotes Temporary Erosion Control Mat; St’d ES-2




NOTE:LEGEND

7

7

IP Denotes Temporary Inlet Protection

11:25

23-M

AY-2

016

T:\185742-C

VB

CivilO

nCall2



heets\185742-S

hore

_Stratford-L

EG-0

1.dgn

APPROVED BY

PB PROJECT NO.

DRAWN BY

DESIGNED BY

CHECKED BY


SHEET NO.




G. HOWELL

S. MATHAI

S. MATHAI

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


U000-134-S6060

185742B



CIT

YOF

VIRGINIABEACHVIRG

INIA

RUOFOSKRA

MDNA

L

NAT ON’SBEG

NN

NG

J. SWAFFORD

______

MAY 2016



GENERAL NOTES - CITY OF VIRGINIA BEACH, VIRGINIA

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

1.

2.

3.

4.

1.

2.

3.

1.

2.

3.

1.

2.

3.

1.

2.

3.

4.

5.

6.

7.

8.

GENERAL NOTES

ALL CONCRETE WILL BE CLASS "A-3" AIR ENTRAINED (3,000 PSI) IN ACCORDANCE TO SECTION 219 OF THE VIRGINIA

DEPARTMENT OF TRANSPORTATION ROADS AND BRIDGE SPECIFICATIONS (2007) UNLESS OTHERWISE SPECIFIED.

BOTH CURB AND GUTTER WILL BE CONSTRUCTED IN SECTIONS OF UNIFORM LENGTHS, APPROXIMATELY TEN (10) FEET

(NO SECTIONS WILL BE LESS THAN (6) FEET). EXPANSION JOINTS WILL BE FORMED AT INTERVALS OF 100 FEET

USING ‰ INCH PREMOLDED BITUMINOUS FIBER JOINT FILLER. CONSTRUCTION JOINTS ARE REQUIRED AS FOLLOWS:

CURB & GUTTER 100’

FIVE (5) FOOT WIDE SIDEWALK 50’

50’

ALL ENTRANCES WILL BE MADE OF A MINIMUM OF SEVEN (7) INCHES THICK CONCRETE

FROM THE EDGE OF PAVEMENT TO THE RIGHT-OF-WAY LINE.

ALL CONCRETE WORK PERFORMED IN THE RIGHT-OF-WAY WILL BE INSPECTED BY THE OWNER.

SURVEY NOTES:GENERAL NOTES

INCIDENTAL DRAINAGE

INCIDENTAL CONCRETE

PAVEMENT AND OPEN CUTS

8

25.

ADDITIONAL CONSTRUCTION NOTES

1.

2.

4.

5.

6.

8.

9.

10.

3.

9.

10.

11.

12.

26.

8

TEN (10) FOOT WIDE SIDEWALK




NOTE:

7.

WATER AND SANITARY SEWER UTILITIES AND FORCEMAINS.

MAINTAIN 24 INCH MINIMUM COVER BETWEEN 4 INCH CONDUITS AND TOP/BOTTOM OF

SEPARATELY.

SURFACES. THE COST OF ALL RESETTING SHALL BE INCIDENTAL. LABOR AND MATERIALS WILL BE PAID FOR

TELEPHONE PULL BOXES AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL SET/REST FLUSH WITH PROPOSED

RIM ELEVATIONS FOR STORM SEWER, SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND

MAINTAIN 18 INCHES MINIMUM VERTICAL SEPERATION FROM HRSD INFRASTRUCTURE.

CHECKED AND VERIFIED FOR CORRECT ELEVATION IN THE FIELD BEFORE THEY ARE CONSTRUCTED.

ALL TIMES. ALL CONCRETE ITEMS SUCH AS SIDEWALK, CURB AND GUTTER, AND DRAINAGE STRUCTURES SHALL BE

INTENT AND GRADES MAY VARY SLIGHTLY BASED ON FIELD CONDITIONS. POSITIVE DRAINAGE MUST BE MAINTAINED AT

CONSTRUCTION, FLEXIBLE PAVEMENT PLANING AND PAVEMENT OVERLAY. PROPOSED GRADES CONVEY DRAINAGE

STRUCTURE AND BULBOUT/NARROWING LOCATIONS. THE NEW ROADWAY ELEVATION AND SLOPE AFTER NEW

SHALL VERIFY THE EXISTING TOP OF CURB AND PAVEMENT ELEVATIONS PRIOR TO ANY DEMOLITION AT DRAINAGE

PROPOSED ROADWAY DRAINAGE SYSTEM CONTRUCTION INTENT IS TO MATCH EXISTING ELEVATIONS. THE CONTRACTOR

FOR SEPARATELY.

SURFACE. TEMPORARY PAVEMENT PATCH LABOR AND MATERIALS SHALL BE AN INCIDENTAL AND WILL NOT BE PAID

FOR DAMAGE. THE CONTRACTOR SHALL MAKE THE REPAIRS REQUIRED TO PROVIDE A SMOOTH, STABLE RIDING

THE CONTRACTOR SHALL INSPECT TEMPORARY PAVEMENT PATCHES AT THE END OF EACH DAY AND AFTER RAINFALL

UNLESS OTHERWISE NOTED, DIMENSIONS ARE TO EDGE OF PAVEMENT.

EASEMENTS.

THE CONTRACTOR SHALL WORK WITHIN THE RIGHT-OF-WAY UNLESS SPECIFICALLY AUTHORIZED TO WORK IN

PERFORM THE FUNCTON OF THE EXISTING UTILITY STORM DRAIN PIPE.

OR STORM DRAIN. THE CONTRACTOR SHALL ENSURE THAT FITTINGS AND JOINING MATERIAL ARE PROPERLY SIZED TO

VERIFY THE OUTSIDE DIAMETER OF THE UTILITY OR STORM DRAIN PIPE FOR EACH CONNECTION TO EXISTING UTILITY

THE CONTRACTOR SHALL CAREFULLY EXCAVATE DOWN TO THE EXISTING UTILITY LINES OR STORM DRAIN PIPES AND

THE RIGHT OF WAY LINE AND CONNECTED TO THE EXISTING HOUSE LATERAL.

ALL SANITARY LATERAL SERVICE CONNECTIONS INDICATED TO BE RELOCATED OR REPLACED, SHALL BE REPLACED TO

VIRGINIA POWER, POC BILL SLEASMAN @ 757-393-3815.

THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ADJACENT TO ALL STREETS LIGHTS AND POLES WITH DOMINION

ALL VALVES, WATER METERS, AND CLEANOUTS IMPACTED BY THE PROJECT SHALL BE ADJUSTED TO GRADE.

BY OWNER.

CASTING TO BE REMOVED AND THE ELEVATION CHANGE BY BUILDING UP THE BRICKS, UNLESS OTHERWISE DIRECTED

RISER RINGS, VALVE BOXES WIL BE EXCAVATED AND ELEVATION ADJUSTED ACCORDINGLY. MANHOLES REQUIRE THE

ALL VALVE BOXES AND MANHOLES WITHIN THE LIMITS OF CONTRUCTON WILL NOT BE ADJUSTED TO GRADE WITH

OTHER APPURTENANCES, UNLESS OTHERWISE NOTED ON THE PLANS.

THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF FOUR FOOT HORIZONTAL CLEARANCE BETWEEN UTILITY LINES AND

HIS EXPENSE.

THE CONTRACTOR WILL REPLACE ANY VALVE BOXES, RISERS, OR LIDS LOST OR DAMAGED DURING CONSTRUCTON AT

DIRECTED BY THE OWNER OR NOTED BY THE PLANS.

THE CONTRACTOR WILL FINE GRADE, FERTILIZE, MULCH AND SEED ALL DISTURBED AREAS UNLESS OTHERWISE

THE CONTRACTOR WILL PLACE A MINIMUM OF FOUR INCHES OF TOPSOIL ON ALL DISTURBED AREAS.

OWNER OR NOTED BY THE PLANS, CUT SLOPES 3:1 (H:V)AND FILL SLOPES 3:1 (H:V).

THE CONTRACTOR WILL GRADE DISTURBED AREAS TO THE FOLLOWING SLOPES UNLESS OTHERWISE DIRECTED BY THE

UNDERCUT AND BACKFILL IS DETERMINED BY THE OWNER.

PLANS AND WILL PLACE BACKFILL IN THOSE EXCAVATED AREAS WITH APPROVED MATERIALS. THE EXTENT OF

OF STREET CONSTRUCTION. THE CONTRACTOR WILL EXCAVATE SUCH MATERIAL BELOW THE GRADE SHOWN ON THE

WHEN MATERIAL UNSUITABLE FOR FOUNDATIONS, SUBGRADE OR THE ROADWAY PURPOSE OCCUR WITHIN THE LIMITS

THE CONTRACTOR WILL KEEP THE PROJECT AREA IN A CLEAN CONDITION FREE OF DEBRIS AND TRASH.

DRIVEWAY DESIGN WHEN CONSTRUCTING THE TIE-IN.

WILL DIRECT HOW THE CONTRACTOR WILL TIE-INTOTHE EXISTING DRIVEWAYS. THE CONTRACTOR WILL MATCH EXISTING

WHEN IT IS NECESSARY TO DISTURB EXISTING DRIVEWAYS BEYOND THE PROPOSED CONSTRUCTION LIMITS, THE OWNER

THE CONTRACTOR WILL MAINTAIN FULL ACCESS TO VALVES AND HYDRANTS.

PRIOR TO STARTING CONSTRUCTION.

THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND IDENTIFYING ALL VALVES AND AIR VENTS OF EXISTING UTILITIES

UTILITIES MUST BE COMPLETED PRIOR TO PLACEMENT OF ANY ROADWAY BASE MATERIAL OR PAVEMENTS.

UNLESS OTHERWISE NOTED, UTILITIES ARE ADJUSTED OR RELOCATED BY THE RESPECTIVE. OWNER RELOCATION OF

NOT FULFILL THIS REQUIREMENT.

757-460-7072 AT LEAST TWO WORKING DAYS PRIOR TO ANY WORK AROUND DISTRICT LINES. MISS UTILITY CALLS DO

THE CONTRACTOR WILL CONTACT THE HAMPTON ROADS SANITATION DISTRICT SYSTEMS ENGINEER SAM McADOO AT

TIME OF DESIGN.

THE LOCATION AND EXTENT OF EXISTING UTILITY FACILITIES ARE SHOWN BASED UPON INFORMATION AVAILABLE AT THE

DAMAGED DURING CONSTRUCTION.

REPLACING AT HIS OWN EXPENSE ANY EXISTING UTILITIES, PAVEMENT, CONCRETE ITEMS, PIPES, ETC THAT ARE

EXCAVATION WITHIN THE PROXIMITY OF THEIR UTILTIES. THE CONTRACTOR WILL BE RESPONSIBLE FOR REPAIRING OR

LIMITS, UTILITY COMPAINIES WILL BE NOTIFIED THROUGH "MISS UTILITY OF VIRGINIA" 72 HOURS PRIOR TO ANY

WORK IN ORDER TO DETERMINE THE EXTENT AND LOCATION OF ALL UNDERGROUND UTILITIES WITHIN THE PROJECT

THE CONTRACTOR WILL CONTACT "MISS UTILITY OF VIRGINIA"( 1-800-552-7001 OR 811) PRIOR TO BEGINNING

RIPRAP MUST BE PROVIDED AT ALL ENDWALLS AND FLARED END SECTIONS AS REQUIRED BY THE PLANS.

APPROVAL ON SITE.

ENDWALLS AND FLARED END SECTIONS WILL NOT BE CONSTRUCTED ON OUTFALL PIPES UNTIL THE OWNER GIVES

FUTURE DETECTION.

(PUBLIC) DRAINAGE EASEMENTS WILL INCORPORATE THE USE AND INSTALLATION OF LOCATOR TAPE/WIRE TO AID IN

ALL NON-CONCRETE STORM DRAINAGE PIPE PLACED IN THE CITY OF VIRGINIA BEACH RIGHT-OF-WAY OR IN CITY

MATERIAL IF THE BACKFILL MATERIAL HAS NOT BEEN PREVIOUSLY TESTED.

IF CORRUGATED METAL PIPE IS USED, THE CONTRACTOR WILL FURNISH PH CERTIFICATIONS OF THE BACKFILL

VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS (2008).

ALL METAL PIPE CULVERTS AND STORM SEWERS WILL BE INSTALLED IN ACCORDANCE WITH DRAWING PB-1 OF THE

302.03 OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS (2007).

(6) INCH LAYERS AND COMPACTED TO 95 PERCENT THEORETICAL AASHTO DENSITY IN ACCORDANCE WITH SECTION

ARE SUBJECT TO TRAFFIC LOADS WILL BE BACKFILLED WITH A SELECT OR GRANULAR MATERIAL AND PLACED IN SIX

ALL PIPE CULVERTS (WATER, SEWER, AND STORM SEWER) LOCATED WITHIN RIGHT-OF-WAY EXCAVATION AREAS THAT

FOOT WIDE APPROVED FILTER FABRIC, SECURED IN PLACE PRIOR TO BACKFILLING.

ALL STORM SEWER PIPE JOINTS WILL BE INSTALLED SILT FREE, OR WILL BE COMPLETELY WRAPPED WITH A TWO (2)

SECTION 302.03 OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS (2007).

WITH 4,000 PSI CONCRETE (6,000 PSI FOR CLASS VI PIPE). ALL PIPE JOINTS WILL BE SEALED IN ACCORDANCE WITH

OFFICIALS (AASHTO) DESIGNATION M170 WITH THE MODIFICATION THAT ALL CLASS III PIPES WILL BE MANUFACTURED

SPECIFICATION FOR CONCRETE SEWER PIPE, AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION

TONGUE AND GROOVE. PIPES SUBJECT TO TRAFFIC LOADING WILL BE REINFORCED PIPE AND CONFORM TO THE

ALL CONCRETE STORM SEWER PIPES IN THE CITY OF VIRGINIA BEACH RIGHT-OF-WAYS AND EASEMENTS WILL BE

PUBLIC WORKS SPECIFICATIONS AND STANDARDS SECTION 2.2.7. PIPE COVER FOR FURTHER REQUIREMENTS.

MINIMUM FINAL HEIGHT OF COVER, FOR ALL CONCRETE STORM SEWER PIPES WILL BE 2’. SEE DEPARTMENT OF

NOTED ON THE PLANS FOR EACH STRUCTURE.

ALL PROPOSED STORM DRAINAGE STRUCTURES WILL UTILIZE INLET SHAPING WITH PAVED INVERTS, UNLESS OTHERWISE

THE PROPER CERTIFICATION, UNLESS PREVIOUSLY APPROVED BY THE OWNER.

IF PRECAST DRAINAGE STRUCTURES ARE USED, SHOP DRAWINGS WILL BE SUBMITTED TO THE OWNER ALONG WITH

CAUSE DAMAGE TO ROADWAYS, AS DIRECTED BY THE OWNER.

TEMPORARY DRAINAGE DURING CONSTRUCTION WILL BE PROVIDED BY THE CONTRACTOR TO RELIEVE AREAS THAT MAY

OTHERWISE NOTED.

PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS ACCURACY STANDARDS UNLESS

SURVEY MADE UNDER MY SUPERVISION; THAT THE ORIGINIAL DATA WAS OBTAINED ON 03/01/2016 THIS

AND RESPONSIBLE CHARGE AND SUPERVISION OF IVAN R. LINEBERRY, L.S. FROM AN ACTUAL GROUND

THE TOPOGRAPHY AND PHYSICAL FEATURES SHOWN ON THIS MAP WERE OBTAINED UNDER THE DIRECT

PRIOR TO ANY EXCAVATION. ALL UTILITIES SHOWN AS (DATUR) ARE APPROXIMATE LOCATIONS.

SURVEYOR FURTHER NOTIFIES ALL PARTIES THAT VIRGINIA LAW REQUIRES "MISS-UTILITY" TO BE CONTACTED

PHYSICALLY LOCATED THE DESIGNATION MARKINGS AND INCORPORATED THEM INTO THE SURVEY. THE

UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, THE SURVEYOR HAS

AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE

MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE

DESIGNATION LINES HAVE BEEN FIELD LOCATED BY PMI AS PART OF THIS SURVEY. THE SURVEYOR

THE UNDERGROUND UTILITIES SHOWN, IF ANY HAVE BEEN DESIGNATED BY "ACCUMARK" AND THE PAINT

NOT WARRANT THE MATERIAL TYPE OF PIPES LOCATED IN CONFINED OR INACCESSIBLE SPACES.

PIPE MATERIAL TYPES ARE DETERMINED BY FIELD OBSERVATIONS TO THE BEST OF OUR ABILITY. PMI DOES

FEATURES THAT MAY AFFECT SAID PROPERTY SHOWN HEREON EXCEPT AS SHOWN.

THIS SURVEY DOES NOT INTEND TO DEPICT ANY WETLANDS, HAZARDOUS WASTE AND ENVIRONMENTAL

IMPROVEMENTS.

TO CHANGES TO SITE CONDITIONS WHICH OCCUR SUBSEQUENT TO THIS DATE AND OR TO PROPOSED

THIS SURVEY WAS PREPARED TO SHOW EXISTING FEATURES AS OF 04/18/2016 AND DOES NOT CERTIFY

AT CITY OF VIRGINIA BEACH CONTROL STATION G-3-3 ELEVATION=5.14.

ELEVATIONS REFER TO NAVD88 AND WERE ESTABLISHED USING DIFFERENTIAL LEVELING METHODS INITIATED

DATUM 1983(1993)(U.S. FEET).

GEODETIC CONTROL NETWORK, VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NORTH AMERICAN

THE MERIDIAN SOURCE OF THIS TOPOGRAPHIC SURVEY IS BASED ON THE CITY OF VIRGINIA BEACH

SEDIMENT CONTROL HANDBOOK.

ANY STAGING AREA MUST BE PROTECTED IN ACCORDANCE WITH THE ADOPTED VIRGINIA EROSION AND

INTEGRITY OF THE FILL SLOPES AND/OR FINAL PAVEMENT.

THAT (ADDITIONAL) UNDER DRAINS OR COMBINATION DRAINS BE INSTALLED TO PROTECT THE

GROUND WATER SEEPAGE IS IDENTIFIED. IDENTIFICATION OF SUCH GROUND WATER MAY REQUIRE

DURING ROUGH GRADING OF THE SITE, THE CONTRACTOR WILL IMMEDIATELY NOTIFY THE OWNER IF

DESIGNATED DURING FIELD REVIEW BY THE OWNER’S INSPECTOR.

STANDARD GUARD RAILS AND HAND RAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS

THE COMPLETED STREETS.

TIMES. ADEQUATE MEANS SHALL BE PROVIDED TO CLEAN TRUCKS AND OTHER EQUIPMENT USING

STREET SURFACES SHALL BE MAINTAINED IN A CLEANED CONDITION, MUD AND DUST FREE AT ALL

STORM DRAINAGE SYSTEM MAINTAINED BY THE CITY OF VIRGINIA BEACH.

SURFACE FLOW MUST BE CONTAINED WITHIN DRAINAGE EASEMENTS PRIOR TO DISCHARGE INTO A

OF ANY WATER IN THE ROADWAY.

PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR PONDING

A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CROWN LINE OF THE EXISTING ROAD TO THE

RIGHT-OF-WAY.

OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR CONTIGUOUS TO EXISTING

THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH

ALL UTILITIES, INCLUDING ALL POLES, ARE TO BE RELOCATED PRIOR TO CONSTRUCTION.

OF THESE UTILITIES.TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY

ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY THE CONTRACTOR PRIOR

SUBBASE MATERIAL, CURB & GUTTER, OR SIDEWALK.

REQUIRED DISTANCE BEYOND THE RIGHT-OF-WAY LINE PRIOR TO THE INSTALLATION OF ANY

ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE INSTALLED TO THE

THE THEORETICAL MAXIMUM DENSITY OF THE AGGREGATE

THE OPTIMUM MOISTURE CONTENT ON THE AGGREGATE

THE PROCTOR TEST ON THE NATIVE SUBGRADE MATERIALS.

BY THE CONTRACTOR BEFORE ANY ROAD CONSTRUCTION IS PERFORMED.

CERTIFICATION OF MATERIALS AND THE TEST RESULTS ON THE FOLLOWING ITEMS WILL BE SUBMITTED TO THE OWNER

PRIOR TO INSTALLATION.

SUPPLY FOR SELECT BORROW AND SELECT MATERIAL WILL BE SUBMITTED TO THE OWNER BY THE CONTRACTOR

CERTIFICATION OF MATERIALS AND THE TEST RESULTS (E.G.CBR AND PROCTOR, ETC.) FROM EACH SOURCE OF

DRAINAGE. UNSUITABLE MATERIAL WILL BE REMOVED FROM THE SITE.

MATERIALS. EXCAVATED MATERIALS SUITABLE FOR BACKFILL WILL BE STOCKPILED SO AS NOT TO INTERFERE WITH

GRADE SHOWN ON PLANS AND THE AREAS EXCAVATED AND WILL BE BACKFILLED WITH APPROVED SUITABLE

WITHIN THE LIMITS OF CONSTRUCTION WILL BE EXCAVATED BY THE CONTRACTOR AT HIS OWN EXPENSE BELOW THE

MATERIALS THAT ARE DETERMINED UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY PURPOSES

11:25

23-M

AY-2

016

T:\185742-C

VB

CivilO

nCall2



heets\185742-S

hore

_Stratford-G

N-0

1.dgn

APPROVED BY

PB PROJECT NO.

DRAWN BY

DESIGNED BY

CHECKED BY


SHEET NO.




G. HOWELL

S. MATHAI

S. MATHAI

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


U000-134-S6060

185742B



CIT

YOF

VIRGINIABEACHVIRG

INIA

RUOFOSKRA

MDNA

L

NAT ON’SBEG

NN

NG

CIVIL ENGINEER

J. SWAFFORD

______

MAY 2016



RIGHT OF WAY

OR ACQUISITION OF

FOR CONSTRUCTION

PRELIMINARY NOT

30% SUBMITTAL PLANS

MISCELLANEOUS DETAILS

9PENETRATION OR EXCAVATION AT 811.



NOTE:

9

RIGHT OF WAY

OR ACQUISITION OF

FOR CONSTRUCTION

PRELIMINARY NOT

30% SUBMITTAL PLANS

11:25

23-M

AY-2

016

T:\185742-C

VB

CivilO

nCall2



heets\185742-S

hore

_Stratford-MIS

C-D

etails-0

1.dgn

APPROVED BY

PB PROJECT NO.

DRAWN BY

DESIGNED BY

CHECKED BY


SHEET NO.




G. HOWELL

S. MATHAI

S. MATHAI

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


U000-134-S6060

185742B



CIT

YOF

VIRGINIABEACHVIRG

INIA

RUOFOSKRA

MDNA

L

NAT ON’SBEG

NN

NG

J. SWAFFORD

______

MAY 2016



MISCELLANEOUS DETAILS

10PENETRATION OR EXCAVATION AT 811.



NOTE:

10

RIGHT OF WAY

OR ACQUISITION OF

FOR CONSTRUCTION

PRELIMINARY NOT

30% SUBMITTAL PLANS

11:25

23-M

AY-2

016

T:\185742-C

VB

CivilO

nCall2



heets\185742-S

hore

_Stratford-MIS

C-D

etails-0

2.dgn

APPROVED BY

PB PROJECT NO.

DRAWN BY

DESIGNED BY

CHECKED BY


SHEET NO.




G. HOWELL

S. MATHAI

S. MATHAI

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


U000-134-S6060

185742B



CIT

YOF

VIRGINIABEACHVIRG

INIA

RUOFOSKRA

MDNA

L

NAT ON’SBEG

NN

NG

J. SWAFFORD

______

MAY 2016





Conc. Walk

Conc. W

alk

15"Conc.

Asphalt Surface


Asphalt Surface

Asphalt Surface

Asphalt Surface

Inv.=1.08(W)

Inv.=0.99(E)

Rim=3.73

DI #201

Inv.=1.98(E)

Rim=3.44

DI #204

72"PLF

8"O

ak

ShrubShrub(3)

Sig

n "H

M

Boats"

8"O

ak(3)

Inv.=0.49(S)

Inv.=0.49(N)

Rim=3.18

CB #209

SwaleSwale

Swale18"Conc.

Inv.=1.09 Inv.=1.17

Gravel Surface

Gravel Surface

BM

Cut

Square in Conc.

Ele

v.=3.5

5

TB

M "A"

A/

C

Conc.

Asphalt Surface

Conc.

Sign

12"Conc.

12"Conc.

12"Conc.

18"C

onc.

18"C

onc.

Sign

Sig

n

Sig

n

Sign

Sign

8"Oak

15"C

onc.

Inv.=1.34

Sign

Sapling

Sign

Sign

30"Curb

30"Curb

30"Curb

Sig

n

Sig

n

A/

C

A/

C

Gazebo

72"PLF

Bric

k C

olu

mn

Conc.

Inv.=0.71(W)

Inv.=0.64(N)

Rim=3.20

DI #200

Wood

Deck

Grass Median


Inv.=1.03(S)

Inv.=1.12(N)

Rim=3.18

DI #210

15"C

onc.

D

D

Reflector

Conc. Post

FFE=5.26

1 Story Brick

Inv.=-3.62(NW)

Inv.=0.39(S)

Inv.=0.80(NE)

Inv.=0.09(N)

Rim=3.49

CB #205

24"C

onc.

30"Conc.

Inv.=-3.88(NW)

Inv.=-0.08(S)

Inv.=-3.81(SE)

Rim=3.27

DI #206

15"C

onc.

2-8"P

VC

Blind Tie

Inv.=0.51(N)

Rim=3.92

SDMH #208

Elev.=3.80

E=12,183,393.482

N=3,498,910.333

Pin w/Cap #101

Survey Baseline

BM

Control Disk

Virginia Beach

Elev.=5.14

TBM "G-3-3"

2 Story Frame Inv.=3.76(N)

Rim=5.31

DI #5003 (Private)

8"P

VC

Sapling

Sapling

Shrubs

6"

Crepe

Myrtle(3)

Ramp w/Hand Rail

Stor

m

Drain Clean

Out(2)

1.1’ of Silt

Inv.=2.27(N)

Inv.=2.24(N)

Rim=3.32

DI #207

0.6’ of Silt

Inv.=1.93(W)

Inv.=1.89(E)

Rim=3.57

DI #203

Inv.=2.00(W)

Inv.=2.00(E)

Rim=3.70

DI #202

8"P

VC

8"P

VC

Overhang

Elev.=4.05

E=12,183,870.454

N=3,498,858.399

Pin w/Cap #100

GPIN 1489-38-7759

M.B. 5, PG. 197

INSTR. #20110414000397160



N/F

GPIN 1489-38-9788

INSTR. #20141003000939990(PLAT)

INSTR. #20141017000990260

POLKTON CORPORATION

N/F

GPIN 1489-48-0844

INSTR. #20141003000939990(PLAT)

INSTR. #20141003000940000(PLAT)

INSTR. #20141017000990260

POLKTON CORPORATION

N/F

GPIN 1489-38-6716

M.B. 5, PG. 197

D.B. 1496, PG. 653


N/F

PARCEL 7A

GPIN 1489-39-9034

M.B. 293, PG. 52

INSTR. #20080822000993390


N/F

GPIN 1489-39-5091

INST. #20111121001196970(PLAT)

INST. #20120305000243500


N/F

PARCEL 6A

GPIN 1489-49-0053

M.B. 293, PG. 52

INSTR. #20080822000993390


N/F

Existing R/W

Existing R/W

Existing R/W

Pin(F)

Pin(F)

Pin(F)

Pin(F)

(M.B. 293, Pg. 53)



(M.B. 293, Pg. 53)

Drainage Easement



(INST. #20100908000937430)




(Variable W

idth R

/W)

(Variable Width R/

W)

Existing R/W

Existing R/W

E. Stratford

Road

W. Stratford Road

TT

T

T

T

SS

S

S

S

Inv.=0.91(W)

Inv.=-3.18(SW)

Inv.=-3.25(SE)

Inv.=-3.13(NW)

Rim=3.97

SMH #300

Inv.=-2.60(W)

Inv.=-2.61(SE)

Inv.=-2.57(E)

Rim=3.98

SMH #301

Inv.=-1.01(W)

Rim=3.72

SMH #308

Inv.=-1.50(W)

Inv.=-1.58(E)

Rim=3.82

SMH #304

Inv.=-0.88(NW)

Inv.=-0.88(E)

Rim=3.52

SMH #306

Guy

Wire

Guy

Wire

Guy Wire

P/P No #

FOHH

FOHHFOHH

L/

P #

MI2

6

Tele Ped

P/

P

No #

WM WM

FH

Tele Ped

P/

P

No #

L/

P #

MI7

2

Tele Ped

Tele Ped

P/

P #QI6

7

FO

HH

P/

P #NI2

7

P/

P #NI4

7

WM

Guy Wire

P/P #PI22

FO

HH

GM

GV

FHW

V

WV

SC

O

P/

P

No #

L/

P

Guy

Wire(3)

WV(2)

(DATUR)

Clearance=19.3’

L/P #MI58

WM

Tele Ped #3762

L/

P #

MI9

9

EOI

SCO

SC

O

WV(2)

Clearance=19.5’

Clearance=19.4’

Clearance=19.0’

Clearance=22.5’

(DATUR) (DATUR)

(HAR

N)

SYSTE

M S

OUT

H

ZO

NE

NA

D 19

83/19

93

VIR

GINIA ST

ATE PLA

NE

CO

OR

DIN

ATE

11

11

NOTE: CURB DATA MEASURED FROM FACE OF CURB

0

SCALE

25’ 50’

SCALE: 1"=25’




NOTE:ROADWAY PLAN SHEET

STA. 15+68.00

END CONSTRUCTION

STA. 11+93.79

BEGIN CONSTRUCTION

Std. GR-9

Std. CG-6

Sidewalk

Std. Conc.

St’d CG-12B

Sidewalk

Std. Conc.

Std. GR-2

Std. GR-9Std. GR-11

Std. GR-2

St’d CG-12B

US 60/SHORE DRIVE CONSTR. BL

Sta. 12+71.50Begin Std. GR-2

Sta. 12+56.84Begin Std. GR-2

Std. CG-12B

R=65’

11-2

R=31.5’

11-3

Std. GR-11

Sta. 14+30.50End Std. GR-2

Sta. 15+18.00End Std. GR-2

R=45’

11-4

74.57

+18.46 74.57

+72.03

102.50

+34.75

102.50

+86.73

R=10’

11-1

12’

11’

2’

2’

R= 8.5’

R= 14’R=8.5’

R=70’

2’

FF

F

F

F

F

12’

11’

11’

10.5’

12’

11’

12’

11’

11’

12’

11-1

11-2

12"11-3

11-4

11-5

PO

T 10

+00.0

010

11 12 13 14 15 16

PO

T 16

+25.0

0

11:26

23-M

AY-2

016

T:\185742-C

VB

CivilO

nCall2



heets\185742-S

hore

_Stratford-P

LN-0

1.dgn

APPROVED BY

PB PROJECT NO.

DRAWN BY

DESIGNED BY

CHECKED BY


SHEET NO.




G. HOWELL

S. MATHAI

S. MATHAI

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


U000-134-S6060

185742B



CIT

YOF

VIRGINIABEACHVIRG

INIA

RUOFOSKRA

MDNA

L

NAT ON’SBEG

NN

NG

CIVIL ENGINEER

J. SWAFFORD

______

MAY 2016



Utility Owners

Phone - 757-263-1100




Records Obtained No

Underground


Phone - 757-460-3600


Phone - 757-460-7072


1436 Air Rail Ave

Contact Sam McAdoo


Underground

HRSD

Force Main

Phone - 757-613-0895


1601 Hamilton Ave.




Dominion Va Power

Electric

Phone - 757-777-7719

Norfolk, VA 23513




Phone - 757-855-9582

Norfolk, Va 23512



Records Obtained No


Verizon

Telephone

Phone - 757-616-7529


544 S. Independance



Underground


Gas

Phone - 757-385-1409


After Hours:

Phone - 757-385-1400



Phone - 757-385-4175



Contact Jim Ruddock


Underground

City of Va Beach


Fax - 757-222-8116

Phone - 757-222-2566


5200 Cleveland St




Cox Communications

Cable

11-1

11-2

(11-1) TO (11-2)

St’d IS-1 Req’d

H=2.5’, Inv.=1.98

1 St’d DI-3A Req’d

Connect to Exist. 12" RCP

St’d IS-1 Req’d

H=2.5’, Inv.=1.89


Inv.(In) 1.98 Inv.(Out) 1.89

100’ - 12" Storm Sewer Pipe Req’d

11-3

to Match Proposed Grade

Adjust Structure Top

1 St’d MH-1 Frame & Cover Req’d

DRAINAGE DESCRIPTION

11-4

11-5

to Match Proposed Grade

Adjust Structure Top

1 St’d MH-1 Frame & Cover Req’d

Connect to Exist. 18" RCP

St’d IS-1 Req’d

H=2.0’, Inv.=0.5


RIGHT OF WAY

OR ACQUISITION OF

FOR CONSTRUCTION

PRELIMINARY NOT

30% SUBMITTAL PLANS

LEGEND

Denotes Proposed Pavement

Denotes Construction Limits in Cuts

Denotes Construction Limits in FillsF

C

Buildup and/or Overlay

Denotes Pavement Milling,

& Sidewalk

Concrete Entrance

RIGHT OF WAY

OR ACQUISITION OF

FOR CONSTRUCTION

PRELIMINARY NOT

30% SUBMITTAL PLANS

SIGNAL NOTES

13

13S. MATHAI

R. HUELSBECK

INCHES DEEP INTO THE CONCRETE WHILE THE CONCRETE IS BEING FINISHED.

FOR GROUNDING CONDUCTOR(S). THE MARKINGS WILL BE ETCHED WITH A TROWEL 1/4

CONDUITS INSTALLED FOR LUMINAIRE CONDUCTORS ON JOINT USE POLES; (G)- CONDUIT

(E)- CONDUIT WITH ELECTRICAL SERVICE CONDUCTORS FOR THE TRAFFIC SIGNAL; (L)-

AS FOLLOWS: (S)- SPARE CONDUIT; (T)- CONDUIT WITH SIGNAL OR DETECTOR CABLES;

CONSIST OF AN ARROW, FOUR (4) TO SIX (6) INCHES LONG, WITH A LETTER DESIGNATION

LOCATIONS OF ALL CONDUITS THAT ARE CAST IN THE FOUNDATION. THE MARKINGS WILL

EACH CABINET AND POLE FOUNDATION WILL BE PERMANENTLY MARKED, INDICATING THE

THE CONTRACTOR WILL HAND DIG WHEN CROSSING WATER LINES AND SEWER FORCE MAINS.

CROSSED, PRIOR TO JACKING OR BORING CONDUITS.

THE CONTRACTOR WILL VERIFY THE ELEVATIONS OF ALL UNDERGROUND UTILITIES TO BE

TEMPORARY DEVICES.

UPON COMPLETION OF THE PROJECT THE CONTRACTOR WILL IMMEDIATELY REMOVE ALL SUCH

MARKINGS AND ANY OTHER TRAFFIC CONTROL DEVICES NECESSARY TO PERFORM THE WORK.

THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK ZONE SIGNING, DELINEATION PAVEMENT

BEGINNING WORK.

SUPERVISOR AT THE TRAFFIC OPERATIONS BUREAU (385-1470), 72 HOURS PRIOR TO

THE CONTRACTOR WILL CONTACT THE CITY OF VIRGINIA BEACH TRAFFIC SIGNAL

1.

2.

AREAS WHERE PROPOSED CONSTRUCTION IS SHOWN.

LANDSCAPING AND OTHER ITEMS IS THE RESPONSIBILITY OF THE CONTRACTOR, INCLUDING

REPLACEMENT/RECONSTRUCTION OF DAMAGED SIDEWALKS, ENTRANCES, CURB AND GUTTER,

ARE NOT REQUIRED ON PEDESTAL OR SIDE POLE MOUNTED SIGNAL HEADS.

BACKPLATES WILL BE INSTALLED ON ALL MAST ARM MOUNTED SIGNAL HEADS. BACKPLATES

THE MAST ARM.

UNLESS OTHERWISE SPECIFIED, MAST ARM MOUNTED SIGNS WILL BE RIGIDLY MOUNTED TO

FACILITIES.

DIVISION 72 HOURS PRIOR TO ANY WORK THAT WILL AFFECT EXISTING TRAFFIC CONTROL

THE CONTRACTOR WILL CONTACT THE CITY OF VIRGINIA BEACH TRAFFIC OPERATIONS

HAVE TUNNEL VISORS.

UNLESS OTHERWISE SPECIFIED ON THE PLANS, ALL 12 INCH SIGNAL HEAD SECTIONS WILL

OF SIX (6) INCHES BEYOND THE BOX OR FOUNDATION AND MUST BE CAPPED.

ALL CONDUITS STUBBED FROM JUNCTION BOXES AND FOUNDATIONS MUST EXTEND A MINIMUM

LOCATION OF EACH SIGNAL.

DIRECTED BY THE ENGINEER TO MAKE FINAL ADJUSTMENTS TO THE ALIGNMENT AND

THE CONTRACTOR WILL POSITION THE SIGNAL HEADS AS SHOWN ON THE PLAN AND AS

CITY OF VIRGINIA BEACH, TRAFFIC CONTROL SHOP, 3556 DAM NECK ROAD.

THE CONTRACTOR AND NOT TO BE REUSED WITH THE PROJECT, MUST BE RETURNED TO THE

ALL EXISTING TRAFFIC CONTROL EQUIPMENT, INCLUDING SIGNING, WHICH IS REMOVED BY

THE SCHEDULED WORK.

TAKE PLACE OVER TRAFFIC. MESSAGE BOARDS MUST BE PUT OUT 10 DAYS IN ADVANCE OF

POLICE OFFICER, UNTIL THE MAST ARM INSTALLATION IS COMPLETE. NO WORK SHALL

PLACE ON A SUNDAY STARTING AT 7:00 AM, WITH AN OFF DUTY CITY OF VIRGINIA BEACH

WORKS/TRAFFIC OPERATIONS AND PUBLIC WORKS/TRAFFIC ENGINEERING. WORK SHALL TAKE

WEEKS NOTICE MUST BE PROVIDED TO CITY OF VIRGINIA BEACH DEPARTMENT OF PUBLIC

FOR MAST ARM INSTALLATIONS OVER ROADWAYS OPEN TO TRAFFIC, A MINIMUM OF TWO

ALL PEDESTAL POLES WILL BE 10 FEET IN HEIGHT.

DISCRETION AND DIRECTION OF THE ENGINEER.

PREFORMED PLASTIC TAPE ARE CONTINGENCY ITEMS AND WILL BE UTILIZED AT THE

TEST PITS, SILT FENCE, STRAW BALE SEDIMENT BARRIER AND TEMPORARY REMOVABLE

TRAFFIC SIGNAL NOTES

ARMS SHALL TAKE PLACE ON A SUNDAY MORNING.

ALL WORK TO CHANGE OVER FROM THE EXISTING SIGNAL TO THE PROPOSED MAST

SHALL INCLUDE THE NAME OF THE STREET CROSSING.

ON THE SIDEWALK AT THE BEGINNING OF THE CROSSWALK. THE MESSAGE ON THESE SIGNS

THE CROSSWALK TO WHICH IT APPLIES, SO AS TO BE VISIBLE TO A PEDESTRIAN STANDING

PUSHBUTTON. ON EACH CORNER, THE PUSHBUTTON AND SIGN SHALL BE ORIENTED TO FACE

SHALL HAVE THE ENGINEER FIELD VERIFY THE LOCATION AND ORIENTATION FOR EACH

PRIOR TO INSTALLING THE PEDESTRIAN PUSHBUTTONS ON THE POLE, THE CONTRACTOR

COUNTDOWN LED HAND/MAN SYMBOL PEDESTRIAN SIGNAL HEAD ASSEMBLY.

PEDESTRIAN SIGNALS WILL CONFORM TO THE DPW SUPPLEMENTAL SPECIFICATION FOR

ADVANCE OF THE FINAL SIGNAL TIMING REQUIREMENT.

CONTRACTOR WILL NOTIFY TRAFFIC ENGINEERING IN WRITING, 10 WORKING DAYS IN

WHEN THE TRAFFIC SIGNAL INSTALLATION IS READY TO BE PLACED INTO SERVICE. THE

THE CITY WILL PROVIDE THE CONTRACTOR WITH SIGNAL TIMINGS FOR THE CONTROLLER

IMSA SPECIFICATION 20-1.

CONDUCTOR CABLE FOR INTERNALLY ILLUMINATED STREET NAME SIGNS WILL CONFORM TO

ALL MAST ARM SIGNAL MOUNTINGS WILL BE IN ACCORDANCE WITH VDOT STANDARD SM-3.

ALL SPARE CONDUITS SHALL TERMINATE IN A TRAFFIC JUNCTION BOX.

CONDUCTOR CABLE FOR PEDESTRIAN PUSHBUTTONS WILL CONFORM TO IMSA SPECIFICATION 20-1.

OTHER SIGNING AS REQUIRED BY THE PLANS.

NAME SIGNS HAVE BEEN INSTALLED. THE CONTRACTOR WILL FURNISH AND INSTALL ALL

CONTRACTOR THROUGHOUT THE DURATION OF THE PROJECT OR UNTIL THE NEW METRO STREET

PLANS. EXISTING STREET NAME BLADE INSTALLATIONS WILL BE MAINTAINED BY THE

THE CONTRACTOR WILL FURNISH AND INSTALL METRO STREET NAME SIGNS AS SHOWN ON THE

3.

4.

5.

6.

7.

8.

9.

10.

ARE FOR USE BY DOMINION VIRGINIA POWER.

FOUNDATIONS OF JOINT USE SIGNALIZATION/STREET LIGHTING POLES. THESE CONDUITS

STUB OUT AND CAP A 2 INCH PVC CONDUIT AND A 1 INCH PVC CONDUIT FROM THE

TRAFFIC USE FROM EACH MAST ARM POLE. IN ADDITION, THE CONTRACTOR WILL ALSO

THE CONTRACTOR WILL STUB AND CAP TWO (2) EA. 2 INCH PVC CONDUITS FOR FUTURE

11.

AS SPECIFIED ON THE PLANS).

POLYMER CONCRETE AND CONFORM TO THE VDOT STANDARD JB-S1, JB-S2, AND JB-S3 (SIZE

UNLESS OTHERWISE SPECIFIED, ALL JUNCTION BOXES WILL BE FIBERGLASS REINFORCED

ITEMS, PIPES, ETC., THAT ARE DAMAGED DURING CONSTRUCTION.

OR REPLACING, AT HIS OWN EXPENSE, ANY EXISTING UTILITIES, PAVEMENT, CONCRETE

PROXIMITY OF THEIR UTILITIES. THE CONTRACTOR WILL BE RESPONSIBLE FOR REPAIRING

THROUGH "MISS UTILITY OF VIRGINIA" 48 HOURS PRIOR TO ANY EXCAVATION WITHIN

UTILITIES WITHIN THE PROJECT LIMITS. UTILITY COMPANIES WILL BE NOTIFIED

WORK, IN ORDER TO DETERMINE THE EXTENT AND LOCATION OF ALL UNDERGROUND

THE CONTRACTOR WILL CONTACT "MISS UTILITY OF VIRGINIA" (811) PRIOR TO BEGINNING

AND STANDARDS.

VIRGINIA BEACH DEPARTMENT OF PUBLIC WORKS/ENGINEERING DIVISION SPECIFICATIONS

THE VDOT ROAD AND BRIDGE SPECIFICATIONS DATED AUGUST 1, 2008; AND THE CITY OF

VDOT "ROAD AND BRIDGE SPECIFICATIONS"; THE CITY OF VIRGINIA BEACH AMENDMENTS TO

THE 2008 EDITION OF THE VDOT "ROAD AND BRIDGE STANDARDS"; THE 2007 EDITION OF

ALL TRAFFIC CONTROL ITEMS WILL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH

12.

13.

14.

15.

16.

17.

18.

19.

20.

SMB-3.

SIGNAL HEAD MOUNTINGS ON SIDE OF POLE WILL BE IN ACCORDANCE WITH VDOT STANDARD 21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

VDOT STANDARD PF-2.

PEDESTAL POLE SHALL BE VB STANDARD D-30 WITH PEDESTAL POLE FOUNDATION

SIGNAL POLE FOUNDATIONS SHALL BE VDOT STD PF-8.

SIGNAL POLES SHALL BE VDOT STD MP-1.

CABINET SHALL BE MOUNTED PER VDOT STD CF-1.32.

33.

THE SIGNAL INSTALLATION.

THE CONTRACTOR WILL FURNISH ALL EQUIPMENT AND MATERIAL NECESSARY TO COMPLETE

34.

35.

SERVICE.

DAYS PRIOR TO THE DATE WHEN THE NEW SIGNAL INSTALLATION IS TO BE PLACED INTO

STANDARD SE-5. THE CONTRACTOR WILL NOTIFY TRAFFIC ENGINEERING IN WRITING 120

PLANS. THE ELECTRICAL SERVICE WILL BE INSTALLED IN ACCORDANCE WITH VDOT

SERVICE AS SPECIFIED ON THE PLANS, TO THE POINT OF CONNECTION SHOWN ON THE

THE CONTRACTOR WILL FURNISH AND INSTALL ALL ITEMS NECESSARY FOR ELECTRICAL

OWNER.

ENTIRE FIBER OPTIC CABLE TO THE SPLICE ENCLOSURE BOXES AT NO ADDITIONAL COST TO

DAMAGE TO THE EXISTING FIBER OPTIC CABLE SHALL RESULT IN THE REPLACEMENT OF THE

IS TAKEN OFF-LINE. NO SPLICES ARE ALLOWED IN ANY FIBER OPTIC CABLE. ANY

WIRELESS (RADIO) BACKUP TO BE USED DURING CONSTRUCTION IF FIBER COMMUNICATION

THE MAXIMUM OFF-LINE DURATION IS ONE (1) DAY FOR THE FIBER OPTIC SYSTEM.

TRAFFIC CONTROL CABINET SHALL INCLUDE UPS BATTERY BACKUP SYSTEM.

11:26

23-M

AY-2

016

T:\185742-C

VB

CivilO

nCall2



heets\185742-S

hore

_Stratford-SIG-N

OTES-0

1.dgn

APPROVED BY

PB PROJECT NO.

DRAWN BY

DESIGNED BY

CHECKED BY


SHEET NO.




S. MATHAI

S. MATHAI

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


U000-134-S6060

185742B



CIT

YOF

VIRGINIABEACHVIRG

INIA

RUOFOSKRA

MDNA

L

NAT ON’SBEG

NN

NG

J. SWAFFORDMAY 2016





Conc. Walk

Conc. W

alk

Asphalt Surface


Asphalt Surface

Asphalt Surface

Asphalt Surface

72"PLF

8"O

ak

ShrubShrub(3)

Sig

n "H

M

Boats"

8"O

ak(3)

SwaleSwale

Swale

Gravel Surface

Gravel Surface

BM

A/

C

Conc.

Asphalt Surface

Conc.

Sign Sign

Sig

n

Sig

n

Sign

Sign

Sign Sapling

Sign

Sign

30"Curb

30"Curb

30"Curb

Sig

n

Sig

n

A/

C

A/

C

Gazebo

72"PLF

Bric

k C

olu

mn

Conc.

Wood

Deck

Grass Median


D

D

Reflector

Conc. Post

FFE=5.26

1 Story Brick

BM

2 Story Frame

Sapling

Sapling

Shrubs

6"

Crepe

Myrtle(3)

Ramp w/Hand Rail

Overhang

GPIN 1489-38-7759

M.B. 5, PG. 197

INSTR. #20110414000397160



N/F

GPIN 1489-38-9788

INSTR. #20141003000939990(PLAT)

INSTR. #20141017000990260

POLKTON CORPORATION

N/F

GPIN 1489-48-0844

INSTR. #20141003000939990(PLAT)

INSTR. #20141003000940000(PLAT)

INSTR. #20141017000990260

POLKTON CORPORATION

N/F

GPIN 1489-38-6716

M.B. 5, PG. 197

D.B. 1496, PG. 653


N/F

PARCEL 7A

GPIN 1489-39-9034

M.B. 293, PG. 52

INSTR. #20080822000993390


N/F

GPIN 1489-39-5091

INST. #20111121001196970(PLAT)

INST. #20120305000243500


N/F

PARCEL 6A

GPIN 1489-49-0053

M.B. 293, PG. 52

INSTR. #20080822000993390


N/F

Existing R/W

Existing R/W

Existing R/W

Pin(F)

Pin(F)

(M.B. 293, Pg. 53)



(M.B. 293, Pg. 53)

Drainage Easement



(INST. #20100908000937430)




(Variable W

idth R

/W)

(Variable Width R/

W)

Existing R/W

Existing R/W

E. Stratford

Road

W. Stratford Road

TT

T

T

T

SS

S

S

S

Guy

Wire

Guy

Wire

Guy Wire

P/P No #

FOHH

FOHHFOHH

L/

P #

MI2

6

Tele Ped

P/

P

No #

WM WM

FH

Tele Ped

P/

P

No #

L/

P #

MI7

2

Tele Ped

Tele Ped

P/

P #QI6

7

FO

HH

P/

P #NI2

7

P/

P #NI4

7

WM

FO

HH

GM

GV

FHW

V

WVP/

P

No #

L/

P

Guy

Wire(3)

WV(2)

Clearance=19.3’

L/P #MI58

WM

Tele Ped #3762

L/

P #

MI9

9

EOI

WV(2)

Clearance=19.5’

Clearance=19.4’

Clearance=19.0’

Clearance=22.5’

ONLY

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

140

SCALE

25’ 50’

SCALE: 1"=25’

(HAR

N)

SYSTE

M S

OUT

H

ZO

NE

NA

D 19

83/19

93

VIR

GINIA ST

ATE PLA

NE

CO

OR

DIN

ATE




NOTE:

S. MATHAI

R. HUELSBECK

SIGNAL PLAN INTERSECTION CONTROL #TBD

NOTES:

LEGEND

#EXIST. SIGNAL HEAD AND PHASE NUMBER

X POLE DESIGNATION

PROP. EMERGENCY PREEMPTION DETECTOR

PROP. VIDEO DETECTION CAMERA

# PROP. SIGNAL HEAD AND PHASE NUMBER

C PROP. SIGNAL CONTROLLER AND CABINET

PROP. MAST ARM AND POLE

POLE DETAIL

WITH ALUMINUM BACKPLATES.

ALL NEW SIGNALS SHALL BE EQUIPPED

1

ALL MEASUREMENTS TAKEN FROM CENTER OF SIGNAL POLE.

PROPOSED SIGNALS

A

TURN

NO

ON

RED

SIGNS

PROPOSED

36"x36"

WITH R10-11a MESSAGE

BLANK-OUT SIGN

R

HEADS

4 8

A

R

HEADS

2 6

AR

REMOVE STRAIN POLE. SALVAGE TRAFFIC CONTROL EQUIPMENT AND RETURN TO CITY.1.

CONTROL EQUIPMENT FROM POLE AND RETURN TO THE CITY.

EXISTING UTILITY POLE TO REMAIN IN PLACE. REMOVE AND SALVAGE TRAFFIC2.

60’ ARM PARALLEL TO SHORE DR BL MOUNTED AT 20’ HEIGHT

35’ ARM PERPENDICULAR TO SHORE DR BL MOUNTED AT 20’ HEIGHT

PROP. 21’ VDOT STD. MP-1 DUAL MAST ARM POLE

SHORE DR STA. 14+18.5, 7.0’ RIGHT

2

60’ ARM PARALLEL TO SHORE DR BL MOUNTED AT 20’ HEIGHT

35’ ARM PERPENDICULAR TO SHORE DR BL MOUNTED AT 20’ HEIGHT

PROP. 21’ VDOT STD. MP-1 DUAL MAST ARM POLE

SHORE DR STA. 12+84.0, 3.5’ LEFT

3 4

5 6

PROP. VDOT STD. PF-2








SECTIONS SHALL BE LEDs

ALL NEW TRAFFIC SIGNAL HEAD

R

G

2, 4, 6, 8

HEADS

1, 5

HEADS

R

Y

G

YFY

6P, 8P

2P, 4P

HEADS

30" X 30"

CITY D-57

B

LEFT TURN

ON FLASHING

YIELD

14

EXISTING EMERGENCY

SIGNALS TO

BE REMOVED

R

G

Y

8A

HEAD

11 12 13 14 15 16

6

6

2

2

4

4

8

8

US 60/SHORE DRIVE (WB)

US 60/SHORE DRIVE (EB)

W STRATF

ORD ROAD (S

B)

E ST

RATF

OR

D

RO

AD (N

B)

LIMIT = 45 MPH

POSTED SPEED

SHORE DRIVE

EXIST. R/W

LIMIT = 45 MPH

POSTED SPEED

SHORE DRIVE

LIMIT = 2

5

MPH

POSTED SPEED

W STRATFORD RD

LIMIT = 25

MP

H

POSTE

D SPEE

D

E ST

RATF

OR

D

RD

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

1

2

5

28

8

4 4

1

6

6

C

NOTE 1

SEE

NOTE 2

SEE

NOTE 1

SEE

NOTE 2

SEE

2

8P

6P

6P

4P

4P

2P2P

8P

A

SEE NOTE 2

EXIST. CONTROLLER CABINET

3

4

5

6

B

B

8ANOTE 2

SEE

CLIP

PE

R

BA

Y D

R (S

B)

RO

AN

OK

E

AVE (N

B)

POWER SOURCE TBDADDRESS: #TBD SHORE DRCONTROLLER #TBD

FOR PEDESTAL POLE

PROP. PERMANENT EASEMENT

11:26

23-M

AY-2

016

T:\185742-C

VB

CivilO

nCall2



heets\185742-S

hore

_Stratford-SIG

NAL-0

1.dgn

APPROVED BY

PB PROJECT NO.

DRAWN BY

DESIGNED BY

CHECKED BY


SHEET NO.




S. MATHAI

S. MATHAI

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


U000-134-S6060

185742B



CIT

YOF

VIRGINIABEACHVIRG

INIA

RUOFOSKRA

MDNA

L

NAT ON’SBEG

NN

NG

TRAFFIC ENGINEER

J. SWAFFORDMAY 2016



RIGHT OF WAY

OR ACQUISITION OF

FOR CONSTRUCTION

PRELIMINARY NOT

30% SUBMITTAL PLANS



Conc. Walk

Conc. W

alk

Asphalt Surface


Asphalt Surface

Asphalt Surface

Asphalt Surface

72"PLF

8"O

ak

ShrubShrub(3)

Sig

n "H

M

Boats"

8"O

ak(3)

SwaleSwale

Swale

Gravel Surface

Gravel Surface

BM

A/

C

Conc.

Asphalt Surface

Conc.

Sign Sign

Sig

n

Sig

n

Sign

Sign

8"Oak

Sign

Sapling

Sign

Sign

30"Curb

30"Curb

30"Curb

Sig

n

Sig

n

A/

C

A/

C

Gazebo

72"PLF

Bric

k C

olu

mn

Conc.

Wood

Deck

Grass Median


D

D

Reflector

Conc. Post

FFE=5.26

1 Story Brick

BM

2 Story Frame

Sapling

Sapling

Shrubs

6"

Crepe

Myrtle(3)

Ramp w/Hand Rail

Overhang

GPIN 1489-38-7759

M.B. 5, PG. 197

INSTR. #20110414000397160



N/F

GPIN 1489-38-9788

INSTR. #20141003000939990(PLAT)

INSTR. #20141017000990260

POLKTON CORPORATION

N/F

GPIN 1489-48-0844

INSTR. #20141003000939990(PLAT)

INSTR. #20141003000940000(PLAT)

INSTR. #20141017000990260

POLKTON CORPORATION

N/F

GPIN 1489-38-6716

M.B. 5, PG. 197

D.B. 1496, PG. 653


N/F

PARCEL 7A

GPIN 1489-39-9034

M.B. 293, PG. 52

INSTR. #20080822000993390


N/F

GPIN 1489-39-5091

INST. #20111121001196970(PLAT)

INST. #20120305000243500


N/F

PARCEL 6A

GPIN 1489-49-0053

M.B. 293, PG. 52

INSTR. #20080822000993390


N/F

Existing R/W

Existing R/W

Existing R/W

Pin(F)

Pin(F)

Pin(F)

Pin(F)

(M.B. 293, Pg. 53)



(M.B. 293, Pg. 53)

Drainage Easement



(INST. #20100908000937430)




(Variable W

idth R

/W)

(Variable Width R/

W)

Existing R/W

Existing R/W

E. Stratford

Road

W. Stratford Road

TT

T

T

T

SS

S

S

S

S

Guy

Wire

Guy

Wire

Guy Wire

P/P No #

FOHH

FOHHFOHH

L/

P #

MI2

6

Tele Ped

P/

P

No #

WM WM

FH

Tele Ped

P/

P

No #

L/

P #

MI7

2

Tele Ped

Tele Ped

P/

P #QI6

7

FO

HH

P/

P #NI2

7

P/

P #NI4

7

WM

Guy Wire

P/P #PI22

FO

HH

GM

GV

FHW

V

WVP/

P

No #

L/

P

Guy

Wire(3)

WV(2)

Clearance=19.3’

L/P #MI58

WM

Tele Ped #3762

L/

P #

MI9

9

EOI

WV(2)

Clearance=19.5’

Clearance=19.4’

Clearance=19.0’

Clearance=22.5’




NOTE:PAVEMENT MARKING & SIGNING SHEET

1. Existing pavement markings that conflict with proposed pavement markings shall be eradicated.

2. All pavement markings shall be installed per the City Standard on Sheet 12 and the General Notes on Sheet 13.

15

0

SCALE

25’ 50’

SCALE: 1"=25’

(HAR

N)

SYSTE

M S

OUT

H

ZO

NE

NA

D 19

83/19

93

VIR

GINIA ST

ATE PLA

NE

CO

OR

DIN

ATE

15R. HUELSBECK

SIGN LEGEND

DESCRIPTION

SIGN LOCATION (ONE POST)

EXISTING SIGN

NEW SIGN

EXISTING SIGN TO BE REMOVED

EXISTING PROPOSEDSYMBOLS:

S. MATHAI

PO

T 10

+00.0

010

11 12 13 14 15 16

PO

T 16

+25.0

0

ONLY

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/WW

RO

NG

WA

Y

EMERGENCY

VEHIC

LES

ONLY

ONLY

VEHIC

LE

AUTHORIZ

ED

AND

EMERGENCY ONE WAY

STOP

SHORE DR

SHOREDR

RD

E S

TRATF

ORD

RD

E S

TRATFO

RD

STOP

BUS

WR

ON

G

WA

Y

STOP

SHOREDR

SHORE DR

RD

W S

TRATFO

RD

RD

W S

TRATF

ORD

ROANOKE

AVE

ROANOKE

AVE

P

TOWI

NG EN

FORC

ED

TOW INF

O CALL 385-311

1

11:26

23-M

AY-2

016

T:\185742-C

VB

CivilO

nCall2



heets\185742-S

hore

_Stratford-P

M-0

1.dgn

APPROVED BY

PB PROJECT NO.

DRAWN BY

DESIGNED BY

CHECKED BY


SHEET NO.




S. MATHAI

S. MATHAI

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


U000-134-S6060

185742B



CIT

YOF

VIRGINIABEACHVIRG

INIA

RUOFOSKRA

MDNA

L

NAT ON’SBEG

NN

NG

TRAFFIC ENGINEER

J. SWAFFORDMAY 2016



RIGHT OF WAY

OR ACQUISITION OF

FOR CONSTRUCTION

PRELIMINARY NOT

30% SUBMITTAL PLANS

PAVEMENT MARKING STANDARDS & DETAILS

16

16

11:26

23-M

AY-2

016

T:\185742-C

VB

CivilO

nCall2



heets\185742-S

hore

_Stratford-P

M-D

ET

AIL-0

1.dgn

APPROVED BY

PB PROJECT NO.

DRAWN BY

DESIGNED BY

CHECKED BY


SHEET NO.




S. MATHAI

S. MATHAI

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


U000-134-S6060

185742B



CIT

YOF

VIRGINIABEACHVIRG

INIA

RUOFOSKRA

MDNA

L

NAT ON’SBEG

NN

NG

J. SWAFFORDMAY 2016



15’’

96’’

72’’

96’’

15’’

16’’

72’’

15’’

96’’

12’’

38’’

60’’

12’’ 12’’

60’’

86’’

PAVEMENT LEGENDS

12’’

72’’

96’’74’’

21’’

0 1’ 2’ 3’ 4’ 5’

A

30’’

36’’

BLUE

WHITE

HANDICAPPED LEGEND

STOP

STOP

HYDRANT

FIRE

A

(NO CURB)

GRASS MEDIAN

HYDRANT

FIRE

HYDRANT

FIRE

HYDRANT

FIRE

BLUE

INTERSECTION

SIGNALIZED

INTERSECTION

SIGNALIZED

INTERSECTION

SIGNALIZED

INTERSECTION

UNSIGNALIZED

INTERSECTION

UNSIGNALIZED

DATE REVISION

STANDARDS & DETAILS

PAVEMENT MARKING

5’’

153’’

1 15’’

4’’4’’

1 10’’

4’’

SEE DETAIL

H.C. PARKING

YELLOW

4’’ DOUBLE

NO. 1.04

SEE NOTE

WHERE NO CURB & GUTTER

4’’ WHITE EDGE LINE

3’’

6’’

4’’

6’’ R

8’’

8.5’’

3’’

3.5’’

7’’ R

3.5’’

2’’

3’’

6’’

NOTE : THIS SHEET IS FOR PAVEMENT MARKINGS

STANDARDS AND DETAILS ONLY; IT IS NOT

TO BE USED FOR LANE LAYOUT, GEOMETRIC

DESIGN OR OTHER TRAFFIC ISSUES. SUBJECT

TO APPROVAL FOR EACH PROJECT BY THE

GENERAL

CIT

YOF

VIRGINIABEACH

VIRGINIA

RUOFOSKRA

MD

NA

L

NAT ON’S

BE

GN

NN

G

CITY TRAFFIC ENGINEER’S OFFICE

4

8

8

HYDRANT

FIRE

8STOP

STOP

ST

OP

8STOP

PREFORMED BLUE PAVEMENT MARKING MATERIAL.

LEGENDS WILL BE MARKED WITH APPROVED

1) ALL HANDICAPPED PARKING SPACES AND

NOTES:

POSTED SPEED >45 mph = 80’ O.C.

POSTED SPEED <45 mph = 40’ O.C.

TYP. SPACING OF REFLECTOR MARKERS

3 to 12 in.

36 in.

BORDER

3" WHITE

HYDRANT

FIRE

ST

RE

ET

MIN

OR

NOTES

TRST03. DGN

20’

Direction of Travel

BLUE

8

M.S. D-55

AS PER MUTCD

SHARED-USE PATH

MARKER LEGEND

REFLECTIVE PAVEMENT

STOP

SEE NOTE NO. 1.04



24 in.

12 ft.

TYPICAL YIELD LINE LAYOUTROADWAY PAVEMENT MARKINGS

A

MINOR STREET

CITY OF VIRGINIA BEACHDEPARTMENT OF PUBLIC WORKS

4’’ WHITE EP

EP

8’

6’’ WHITE

20’

MIN.

SEE NOTE NO. 6.04

6’’ WHITE MINI-SKIP

EP

EP

EP

EPEPEP


4’’ WHITE EDGE LINESEE NOTE #7.08

BL

UE

BL

UE

4’’ YELLOW EDGE LINE

BL

UE

BLUE

BLUE

BLUE

BLUE

4" DOUBLE YELLOW LINE (SEE NOTE 3.06)

24’’ WHITE



4’’ YELLOW

BLUE

BLUE

GR

AS

S

ME

DIA

N

TRAFFIC SIGNAL POLE AND MAST ARM (TYP.)

GRASS MEDIAN

BLUE

BLUE


4’’ YELLOW4’’ WHITE BROKEN LINE (TYP.)

4’’ YELLOW

4’’ WHITE EDGE LINE WHERE NO CURB & GUTTER

4’’ DOUBLE YELLOW

6’’ WHITE LANE LINE

EP

SEE DETAIL

24’’ WHITE

4’’ YELLOW

EP GRASS MEDIAN

BLUE

SEE NOTE NO. 6.03

(TYP.)

4’’ WHITE

4’’ WHITEEP

4’’ BLUE

4’’ BLUE

30’

MIN.

20’

22’

BLUEBLUE

15’

15’

DO NOT INSTALL SKIP LINES WITHIN TWO FEET OF THE CROSSWALK.

INSTALL SKIP LINES BETWEEN THE STOP BAR AND THE CROSSWALK.

EXCEEDS EIGHT FEET AND LEFT TURN SKIP LINES ARE REQUIRED,

IF THE DISTANCE BETWEEN THE STOP BAR AND THE CROSSWALK

SC

HO

OL

SC

HO

OL

MANHOLE (DO NOT STRIPE ACROSS MANHOLE)

SCHOOL SCHOOL

3/15

FILE NAME: CHECKED BY: SCALE:

D-55 25SCALE.DGN NONE


SEE DETAIL FOR SPACING

24’’ YELLOW


6’’ WHITE

24’’ WHITE

MINI-SKIPS

6’’ WHITE

(TYP.)

WHEEL TRACKS

INTERSECTIONS (SIGNALIZED AND UNSIGNALIZED).

BOTH APPROACHES OF THE DIVIDED HIGHWAY AT ’’T’’ AND 4 - LEG

7.08 TWO WAY (WHITE/RED AND YELLOW/RED) MARKERS WILL BE INSTALLED ON

BLACK AND WHITE CONTRAST TAPE (EDGE LINES & SKIP LINES).

7.07 MARKINGS INSTALLED ON CONCRETE SURFACES FOR BRIDGE DECKS WILL BE

INSTALLED WITHIN A FORTY-EIGHT (48) HOUR PERIOD FOLLOWING A RAINFALL.

7.06 THERMOPLASTIC MARKINGS OR PREFORMED POLYMER MARKINGS WILL NOT BE

CONTRACTOR.

REMOVED AND CORRECTLY REAPPLIED, AT THE SOLE EXPENSE OF THE

7.05 ALL MARKINGS IMPROPERLY APPLIED OR LOCATED WILL BE COMPLETELY

ALL PAVEMENT MARKINGS TO THE SATISFACTION OF THE ENGINEER.

7.04 PRIOR TO APPLICATION, THE CONTRACTOR WILL FIELD CHECK AND LOCATE

BRIDGE SPECIFICATIONS.

PAVEMENT MARKINGS" WILL BE IN ACCORDANCE WITH CURRENT V.D.O.T. ROAD AND

MARKINGS WHICH CONFLICT WITH THE NEW PAVEMENT MARKINGS. "ERADICATING

7.03 THE CONTRACTOR WILL REMOVE COMPLETELY ALL PREVIOUS PAVEMENT

TRAFFIC, RESTRICTED WORKING HOURS, AND/OR RESTRICTED WEATHER CONDITIONS.

SPECIFICALLY WITH REGARD TO: THE RATE OF APPLICATION, MAINTENANCE OF

7.02 THE CONTRACTOR WILL NOTE ALL SPECIAL PROVISIONS OF THE CONTRACT

ON THE PLANS OR IN CONTRACT DOCUMENTS.

DIVISION SPECIFICATIONS AND STANDARDS MANUAL, UNLESS OTHERWISE SPECIFIED

OF THE CITY OF VIRGINIA BEACH DEPARTMENT OF PUBLIC WORKS ENGINEERING

IN THE PUBLIC RIGHT-OF-WAY WILL BE IN ACCORDANCE WITH THE LATEST EDITION

7.01 INSTALLATION AND MATERIALS FOR ALL PAVEMENT MARKINGS AND LEGENDS

GENERAL NOTES

POSTED SPEED LIMIT > 35 mph = 120’ O.C.

POSTED SPEED < 35 mph = 80’ O.C.

AS FOLLOWS:

6.04 MERGE ARROWS WILL BE SPACED ACCORDING TO THE POSTED SPEED LIMIT

UNSIGNALIZED INTERSECTIONS.

WILL NOT BE INSTALLED ON THE UNCONTROLLED THRU STREET AT

LENGTH OF THE LANE BEGINNING AND ENDING WITH A SYMBOL. THRU ARROWS

LEGENDS WILL BE CENTERED WITHIN THE LANE. THEY WILL CONTINUE THE

FOR AUXILIARY (RIGHT AND/OR LEFT TURN) LANES ON ALL APPROACHES,

BETWEEN LEGENDS MAY GO TO 100 FEET MAXIMUM (NOT SHOWN ON PLAN).

FEET FROM THE SYMBOL. AFTER FIFTH LEGEND IN A TURN LANE, SPACING

SYMBOL BY A DISTANCE OF NOT LESS THAN 32 FEET NOR MORE THAN 80

6.03 WORD MESSAGES WILL BE LOCATED IN ADVANCE OF ITS ACCOMPANYING

LANE LINES.

6.02 ARROWS AND LEGENDS WILL NOT BE PLACED PRIOR TO THE SOLID WHITE

8 FEET.

DISTANCE BETWEEN THE ARROW SYMBOL AND THE STOP BAR WILL BE

6.01 LEGENDS WILL BE TRANSVERSELY ALIGNED ACROSS EACH LANE. THE

PAVEMENT LEGENDS

(OR AS APPROVED BY TRAFFIC ENGINEERING DIVISION)

MAXIMUM SPACING OF 35 FEET.

SPACING WILL MATCH POSTED SPEED LIMIT UP TO A

POSTED SPEED LIMIT AS FOLLOWS:

5.03 24 INCH MEDIAN AND GORE MARKINGS WILL BE SPACED ACCORDING TO THE

5.02 CHEVRONS WILL BE USED WHEN SPECIFIED ON THE PLANS.

SPACED AS REQUIRED BY NOTE 5.03 WITHIN BARRIER LINES.

5.01 MARKINGS WILL CONSIST OF 24 INCH SOLID WHITE TRANSVERSE LINES

GORE MARKINGS

SETS OF TWO WAY BARRIER LINES.

SPACED AS REQUIRED BY NOTE 5.03 AT 45 DEGREE ANGLE WITHIN TWO (2)

4.02 TRANSVERSE MEDIAN MARKINGS WILL CONSIST OF 24 INCH YELLOW LINES

SOLID YELLOW LINES.

YELLOW LINES WITH 30 FEET SPACE WILL BE LOCATED INSIDE OF THESE

CONSIST OF TWO (2) SETS OF ONE WAY BARRIER LINES. 10 FEET BROKEN

4.01 "CENTER LANE LEFT TURN ONLY" (TWO-WAY LEFT TURN LANES) MEDIANS WILL

MEDIAN MARKINGS

FROM THE STOP BAR.

AND/OR CENTERLINES WILL BE EXTENDED A MINIMUM DISTANCE OF 100 FEET

3.06 ON MINOR APPROACH TO AN ARTERIAL/COLLECTOR, LANE LINES, EDGE LINES,

4 INCHES WIDE SEPARATED BY A 4 INCH SPACE.

3.05 CENTERLINES ON UNDIVIDED HIGHWAYS WILL BE SOLID DOUBLE YELLOW LINES

THE OUTSIDE LANE.

FLOW. EDGE LINES ARE NOT USED ADJACENT TO CURB AND GUTTER ON

MEDIAN WHICH SEPARATES OPPOSING DIRECTIONS OF VEHICULAR TRAFFIC

WIDE, BUT SOLID YELLOW LINES ARE TO BE USED WHEN ADJACENT TO A

3.04 EDGE LINES, WHEN NOTED ON THE PLANS, WILL BE SOLID WHITE LINES 4 INCHES

TRANSITION.

MINI-SKIPS WILL EXTEND FROM THE LANE LINE TO THE END OF THE

BEGINNING OF THE FULL WIDTH OF THE TURNING LANE TO THE STOP BAR.

SOLID WHITE LINES AND THEY WILL EXTEND CONTINUOUSLY FROM THE

3.03 LANE LINES THAT DELINEATE THE EDGE OF A TURNING LANE WILL BE 6 INCH

LANE LINES FOR ADJACENT AUXILIARY (RIGHT AND/OR LEFT TURN) LANES.

150 FEET MEASURED FROM STOP BAR OR EQUAL TO THE LENGTH OF THE SOLID

INTERSECTION WILL BE SOLID WHITE FOR A DISTANCE OF NOT LESS THAN

3.02 LANE LINES FOR THRU LANES ON AN APPROACH TO A SIGNALIZED

3.01 WHITE LANE LINES, EITHER SOLID OR MINI-SKIP, WILL BE 6 INCHES WIDE.

LANE, EDGE AND CENTERLINES

CROSSWALK.

2.02 STOP BARS WILL BE LOCATED AT A MINIMUM OF 4 FEET IN ADVANCE OF

WARRANTED)

COLLECTORS & ARTERIAL ROADWAYS. (OR AS TRAFFIC ENGINEER SEES

INTERSECTIONS, OR APPROACHES WITH "STOP" SIGN CONTROL AT MAJOR

TRAVERSE EACH TRAFFIC LANE ON EACH APPROACH AT SIGNALIZED

2.01 STOP BARS, SOLID WHITE LINES BEING 24 INCHES WIDE, WILL COMPLETELY

STOP BARS

MARKINGS WITHIN LANE.

SO AS TO AVOID NORMAL WHEEL PATHS. SEE DETAIL FOR PLACEMENT OF

SPACING WILL BE APPROXIMATELY 6 FEET ON CENTER. THEY WILL BE LOCATED

8 FEET OR 9 FEET LONG AND WILL BE INSTALLED PARALLEL TO TRAFFIC FLOW.

1.04 CROSSWALKS WILL HAVE 24 INCH WIDE CONSECUTIVE WHITE RECTANGLES

BOROUGH OR OTHER HEAVY PEDESTRIAN AREAS WHERE THEY WILL BE 10 FEET.

1.03 THE WIDTH OF A CROSSWALK WILL BE 8 FEET EXCEPT IN THE BEACH

1.02 LINES FORMING A CROSSWALK WILL BE PARALLEL.

PAVEMENT OR EDGE OF SHOULDER, AS APPLICABLE.

1.01 CROSSWALK LINES WILL EXTEND FROM EDGE OF PAVEMENT TO EDGE OF

CROSSWALKS

STOP

GRASS MEDIAN

CROSSWALKS STRIPING DETAIL

RADIUS

APPROPRIATE TURNING

DETERMINE THE

THE DESIGN VEHICLE TO

PERFORMED BASED ON

AUTO-TURN SHALL BE

YIELD

(SEE D

ETAIL)

YIELD

LINE

25’

MIN.

YIELD

(SEE D

ETAIL)

YIELD

LINE

25’

MIN.

OF THE CROSSWALK.

BE INSTALLED WITHIN TWO FEET

- LEFT TURN SKIP LINES SHALL NOT

MARKINGS.

ENTIRELY INSIDE THE CROSSWALK

- HAVE THE THROAT OF THE ADA RAMP

CROSSWALK.

TRANSITIONS AT EACH END OF THE

- HAVE ADA COMPLIANT RAMPS/

WHERE MARKED, CROSSWALKS SHALL:

WHITE STOP BARS

FULL WIDTH OF APPROACH

24"

12’’

24’’

6’’

6’’

PARKING TEE

YELLOW TRANSVERSE MEDIAN MARKINGFLOW OF TRAFFIC

SEE NOTE 5.03

FLOW OF TRAFFIC

24’’

4’’

4’’

4’’

4’’

4’’

4’’

WHITE CHEVRON GORE MARKING

FLOW OF TRAFFIC

FLOW OF T

RAFFIC

SEE NOTE 5.03

24’’

4’’

4’’

YELLOW OR WHITE EDGE LINE 4"

WHITE SOLID LANE LINE 6’’

24’’48’’

YELLOW OR WHITE MINI-SKIPS

6’’

YELLOW ONE WAY BARRIER LINES10’ 30’

4’’

4’’

4’’

WHITE BROKEN LANE LINE10’ 30’ 10’

4’’

YELLOW TWO WAY BARRIER LINES

4’’

4’’

4’’

POSTED SPEED >45 mph = 80’ O.C.

POSTED SPEED <45 mph = 40’ O.C.

TYP. SPACING OF REFLECTIVE PAVEMENT MARKERS

WHITE ONE WAY BARRIER GORE MARKING

FLOW OF TRAFFIC

SEE NOTE 5.03

45

24’’

4’’

8’

4’’ WHITE

CONC. MEDIAN

CONC. MEDIAN

4’

BY THE TRAFFIC ENGINEERING DIVISION

10’ MINIMUM UNLESS OTHERWISE APPROVED

20 FEET, MINI-SKIP LINES SHALL BE INSTALLED.

PATHS OF THE DESIGN VEHICLE IS LESS THAN

IF THE DISTANCE BETWEEN THE OUTSIDE WHEEL

SEE NOTE: 2.02

NO. 1.04

SEE NOTE

NO. 1.04

SEE NOTE

TRAFFIC ENGINEERING DIVISION

NOTE: ALL LEGENDS SHALL BE WHITE

MINI-SKIPS

6’’ WHITE

6’’ WHITE

(See Note 1)

8’ or 10’

TEXTURED ASPHALT CROSSWALK

TYPICAL DETAIL FOR

DESCRIPTION INDICATED ON THE PLANS.

4) COLOR OF TEXTURED ASPHALT SHALL MATCH THE COLOR

UNLESS OTHERWISE NOTED ON PLAN.

3) PATTERN OF TEXTURED ASPHALT TO BE RUNNING BOND PATTERN

SPECIFICATIONS FOR TEXTURED APSHALT.

VIRGINIA BEACH - AMENDMENTS TO THE VDOT ROAD AND BRIDGE

2) TEXTURED ASPHALT SHALL BE IN CONFORMANCE WITH CITY OF

OTHER HEAVY PEDESTRIAN AREAS WHERE WIDTH SHALL BE 10’.

1) WIDTH OF CROSSWALK SHALL BE 8’ EXCEPT IN BEACH BOROUGH OR

NOTES:

LENGTH, AS SHOWN ON PLANS

TEXTURED ASPHALT

12’’

12’’

(TYP.)

WHITE STRIPE

12’’ REFLECTIVE

YELLOW / YELLOW

YELLOW / RED

YELLOW

RAISED BLUE

WHITE / RED

WHITE

3. SEE DETAIL D-23 FOR PAVEMENT MARKER DETAILS

2. SEE DETAILS ABOVE FOR SPACING.

FOR ADDITIONAL MARKER INFORMATION.

DESIGN STANDARDS DETAILS D-23 THROUGH D-26

1. REFER TO CITY OF VIRGINIA BEACH PUBLIC WORKS

NOTES:

MEDIAN

CONC.

RIGHT OF WAY

OR ACQUISITION OF

FOR CONSTRUCTION

PRELIMINARY NOT

30% SUBMITTAL PLANS

17

17

GENERAL NOTES

R. HUELSBECK

S. MATHAI




NOTE:PAVEMENT MARKING & SIGNING GENERAL NOTES

message are in place.

be removed shall remain in place until the new sign structure and critical sign

Unless otherwise approved by the Engineer, existing traffic signs which are to 21.

All reflective pavement markers shall be snow-plowable.20.

Permanent pavement markings shall be VDOT Type B, Class I. 19.

Proposed markings shall tie-into existing pavement markings.18.

modified.

Manual on Uniform Traffic Control Devices (MUTCD), latest edition, or as

and symbols will conform to the applicable shapes and sizes as outlined in the

The markings will be provided in specified widths and shapes. Preformed words17.

a marking thickness of 90 mils – 5 mils, not including glass bead top dressing.

Marking material will be applied at specified dimensions at a rate resulting in 16.

The colors will not change throughout the expected life of the film.15.

installed within a 48-hour period following a rainfall.

Thermoplastic pavement markings or preformed polymer markings will not be14.

or within one (1) foot of the edge of the pavement.

edge of the pavement, the Contractor will extend the lines to end of the sealed area

Where bituminous sealants prevent or make it impractical to extend the lines to 13.

correctly reapplied at the expense of the Contractor.

All markings improperly applied or located will be completely removed and12.

markings, to the satisfaction of the engineer.

Before the application, the Contractor will "field check" and place all pavement11.

be according to the message; complete, and in place.

longitudinal centerline of the pavement markings. Measurement for legends will

Unless other wise specified, the basis of measurement will be along the10.

and/or restricted weather conditions. No deviations from this will be permitted.

such as the rate of application, maintenance of traffic, restricted working hours,

The Contractor will note all special provisions of the contract on the plans, 9.

with the new pavement markings.

The Contractor will completely remove all previous markings that could conflict8.

this.

considered incidental to the installation. No separate payment will be made for

sweeping or removal of debris, gravel, dirt, or other foreign materials will be

The Contractor will prepare the pavement surface for proper adhesion. Any7.

Specifications, (2007) Section 246.

All pavement markings will be reflectorized according to VDOT Road and Bridge6.

markings on and along highways within the Commonwealth of Virginia.

design, location, and operation of all official traffic signs, signals, and

Pavement markings will be installed according to the regulations governing the5.

Materials and workmanship will conform to City specifications.4.

VDOT Type A pavement markings (paint) will not be used on public streets.3.

Traffic Engineer.

for in the signing plans shall be relocated or removed as directed by the City

Existing signs within the limits of the contract which have not been accounted 2.

Virginia Department of Transportation Road and Bridge Specifications, 2007.

specifications shall also be per the City of Virginia Beach Amendments to the

and Standards for information on all references to be used on this project. Project

Devices (MUTCD). Please see the City of Virginia Beach Public Works Specifications

Transportation Federal Highway Administration Manual on Uniform Traffic Control

additional references, including (but not limited to) the U.S. Department of

Specifications and Standards (Through Amendment 9 May 2015). This document sites

Pavement markings are to be per the City of Virginia Beach Public Works 1.

11:26

23-M

AY-2

016

T:\185742-C

VB

CivilO

nCall2



heets\185742-S

hore

_Stratford-P

M-SIG

N G

EN N

OTES-0

1.dgn

APPROVED BY

PB PROJECT NO.

DRAWN BY

DESIGNED BY

CHECKED BY


SHEET NO.




S. MATHAI

S. MATHAI

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


U000-134-S6060

185742B



CIT

YOF

VIRGINIABEACHVIRG

INIA

RUOFOSKRA

MDNA

L

NAT ON’SBEG

NN

NG

TRAFFIC ENGINEER

J. SWAFFORDMAY 2016



RIGHT OF WAY

OR ACQUISITION OF

FOR CONSTRUCTION

PRELIMINARY NOT

30% SUBMITTAL PLANS

U000-134-S60 VA. SHORE DRIVE / STRATFORD ROAD / ROANOKE ... · CIVIL ENGINEER US 60/SHORE DRIVE (EB...

Documents

Transcript of U000-134-S60 VA. SHORE DRIVE / STRATFORD ROAD / ROANOKE ... · CIVIL ENGINEER US 60/SHORE DRIVE (EB...