5.46

ASPHALT SURFACE

ASPHALT SURFACE

ASP

HALT

SURFACE

ASPHALT SURFACEASPHALT SURFACE

ASPHALT SURFACE

CONC WALK

ASPHALT SURFACE

CONC CONC CONC

CONCCONC

CONC

CONC

CO

NC

10"CLAY

18"RCP

12"R

CP

28"R

CP

15"R

CP

28"RCP28"RCP

8" CLAY

8"CLAY

8"CLAY

8"CLAY

8"CLA

Y

8"C

LAY

8"CLAY

8"CLA

Y

8"CLAY

8"C

LAY8"CLAY

INV=-0.04(E) INV=0.85(NE) RIM=7.55CB #2605

INV=-0.12(N)INV=-0.13(S) INV=-0.09(SE) RIM=4.32SMH #2826

INV=-0.39(NE)INV=-0.48(NW)INV=-0.46(SE)RIM=6.04SMH #2732

INV=1.46(NW) INV=1.48(NE) INV=1.48(SE) RIM=9.55SMH #2577

INV=0.63(NW) INV=0.59(NE) INV=0.74(ENE) RIM=7.44SMH #2572

N-S CONFLICTINV=-1.58(W) INV=-1.60(E) RIM=4.37SDMH #2827

INV=-1.31(N) INV=-0.95(W) INV=-0.98(E) RIM=3.20CB #2825

INV=1.25(S) RIM=4.95DI #2668

INV=1.56(SW) RIM=4.79CB #2666

INV=1.72(NW)INV=0.53(SW)RIM=5.94CB #2715

INV=2.17(SE) RIM=6.94CB #2574

INV=6.21(NE) RIM=8.51CB #2576

INV=6.08(SW) INV=6.05(NE) RIM=8.42CB #2575

INV=4.88(SE) RIM=7.21CB #2573

WITH WATERPIPES ARE COVEREDINV=-2.05(E)INV=2.59(NE)INV=-1.98(N)RIM=4.91SDMH #2665

N-S CONFLICTFULL OF WATERRIM=3.73SDMH #2828

BOTTOM=-2.01FULL OF WATERRIM=4.79SDMH #2699

INV=-2.22(S)INV=0.91(E) COULD NOT LOCATE ENDINV=-1.81(W)RIM=5.26SDMH #2642

FULL OF DIRTRIM=5.06SMH #20389

~

~

~

15"RCP

INV=2.23(N) CAPPEDINV=2.24(NW)INV=1.77(SW)RIM=5.44CB #11003

24"R

CP

9.37

9.19

8.36 8.51

7.70

7.66

7.28 7.26

6.65

6.96

7.22 8.16

7.81

7.54

7.15

6.92

6.78

6.82

6.78

6.72

9.73

8.56

7.61

8.84

8.73

7.08

8.30

7.20

6.84

6.06

5.81

5.67

5.52

5.14

5.23

5.44

4.96

7.23

6.83

6.88

7.27

7.80

5.08

4.98

4.86

4.87

5.44

5.53

5.47

5.18

5.00

4.60

4.76

4.63

5.06 5.52

5.44

5.50

4.54

4.61

5.21

4.81

5.05

5.92

5.64 5.86

6.19

6.05

5.93

5.94

5.80

5.64

5.44

5.57

3.79

3.88

3.96

4.05

3.97

4.05

4.08

3.99

4.27

4.30 4.10

4.07

3.95

4.16

3.98

4.15

4.27

4.08

4.16

4.21

4.00 3.99

3.89

3.95

3.96

4.12

4.31

4.31

4.35

4.66

4.63 4.37

4.70 4.55

4.96 5.12 4.

95 6.30

5.12

4.97

6.30

6.55

5.02

5.14

6.66

6.91

5.35

6.87

6.39

5.71

3.88 3.85

5.91

4.61

4.66

6.08

6.15

6.23

6.30

4.67

4.72

4.72

6.32

6.39

6.61

6.90

4.65

4.74

4.77

5.28

7.34

5.98

7.92

8.70

9.51

8.54

7.73

6.83

5.87

TC 5.96

FL

5.79

TC 5.85

5.37

FL

TC 6.08

5.58

FL

TC 6.50

5.95

FL

TC 6.28

5.85

FL

TC 6.16

6.04

EP

TC 6.36

6.24

EP

TC 6.33

6.22

EP

TC 5.19

4.93

EP

TC 5.20

4.95

EP

TC 5.15

5.14

EP

TC 6.00

5.54

FL

TC 6.12

5.55

FL

TC 6.28

5.79

FL

TC 6.67

6.27

FL

TC 7.91

7.42

FL

TC 7.52

7.04

FL

TC 7.27

6.78

FL

TC 6.81

6.73

FL

6.29

FL 7.41

7.47

EP

TC 7.42

6.99

FL 6.73

TC 7.07

6.58

FL

4.12

TC 4.24

3.82

FL 3.73

6.58

TC 5.85

5.33

FL

TC 4.61

4.18

FL

4.02

TC 6.43

6.03

FL

TC 5.11

5.57

FL

TC 4.83

5.26

FLTC 4.78

5.23

FL

TC 4.51

4.54

EP

TC 4.79

4.82

EP

TC 4.52

5.00

FL

TC 8.31

8.28

EC

TC 6.17

5.73

FL

10"PINE

10"PINE

SIGN

12"0AK

12" 0AK

12"0AK

12"0AK

12" 0AK 12" 0AK12" 0AK

48"0AK

Y/LY/L

WV

FH(2)

SIGN

Y/LY/L

POST

POST

POST

BOLLARD

CO

WV

WM

WM

GUY

T-PED WM

8" CLAY

8"CLAY

4"CLAY

4"P

VC

8"CLAY

4"P

VC

4"CLAY

12"RCP

~

INV=0.35(SE) INV=0.89(SW)INV=0.02(WSW) INV=0.14(E)

INV=1.48(NE)RIM=5.07SMH #6475

INV=1.30(W)

INV=-0.27(SW)INV=1.09(SE)INV=-0.21(NE)INV=0.20(NW) RIM=5.39SMH #6476

UNABLE TO OPENRIM=4.69SMH #6473

6.9

7.1

5.71

5.96

5.70

6.25

6.71 6.90

6.61

8.14

7.05

8.16

8.89

9.20

9.26

7.59

10.24

10.62

10.33

10.53

10.56 10.46

10.69

10.53

28" OAK

WV

8"

BRIC

K

WALL

72" WDF

T-PED

T-PED

SIGN/NP

WM(2) TRAFFIC VAULT

TELE PED WVLT

SIGN

SIGN

SIGN

TELE PED

TRAFFIC JUNCTION BOX

F.O.BOX

SIGN

CONC WALK

UNK KEYPAD

CONC

A/C

CO

BOL(3)

CO

A/C

CO

TELE PED

L/P NO#

KEYPAD LIFT GATE

WV(2) SIGN

SIGN

LIFT GATE

SIGN

GUY

L/P

SIGN

WVIRR. VALVE(2)

IRV(2)

SCO

IRR. VALVE

Y/L

GROUND

COL(2)BRICK WALL

Y/L(2)

18"OAK

8"OAK

INV=2.46(SE)INV=2.46(N)

RIM=7.56CB #20355

6.48

TCEP

6.37

TCEP

6.50

TCEP

6.77

TCEP 6.79

TCEP

4.88

TCEP

ASP

HALT S

URFACE

9.60

TCEP

CONC

CONC

SIGN

GATE

GRAVGRAV

ASPH

5.6

6.2 6.4

6.2

4.2 4.3

4.2

4.3

4.3

4.5

4.3

4.7

4.8

5.0

4.9

5.35.6

4.3

4.2

4.3

4.54.2

4.4

5.2

5.8

6.2

5.8

5.7

5.2

3.9

4.4

4.3

6.2

5.3

5.3

5.3

6.5

6.7

7.2

4.8

4.84.8

6.6 6.8

6.4

6.5

6.2

6.46.36.5

6.1

6.7

5.7 5.7

9.3

9.38.98.4

10.2

10.2

9.7

7.8

7.7

8.1

4.9

4.8 4.8 4.9 4.7

9.7

9.6

10.1

10.9

6.8

SIGN(2)/PARKING FOR ROADSIDE ONLY

SIGN

TRANS

5.3

5.3

5.4

4.8

6.3

6.8

7.7

9.2

PARKING

PARKING

CONC

ASPH

PARKING

PARKING

PARKING

PARKING

PARKING

5.7

6.2

6.1

PARKING

SIGN/NP

NO#

SIGN

BRICK PAD

SH

RU

BS

FLO

WERS

SHRUBS & FLOWERS

NP SIGN

QI36

27

162

SIGN/NP

SIGN/BLUE INDICATES FREEZING BRIDGE

SIGN/NP

QI44

QI48

SIGN/STOP

SIGN/CARS ONLY

QI45

T-BOX

WM

MB MB

TRAFFIC

J-BOX 446T-BOX

WV

GRAVEL

CONC

Y/LY/L

Y/L

L/P NO#

72" WD FENCE

8" DIAM WOOD TIMBERS

SIGN/CROAKERS GRILL

WO

OD S

HE

D

STOP/SIGN

MARINA

NP

LANDSCAPE

TIMBER

10' WIDE

FOB

CONC

SIGN/NP

SIGN/STOPCONC PAD

P/P

NO#

SIGN/KEEP RIGHT

SIGN/MARINA TURN RIGNT

SIGN/NP

SIGN/BOAT RAMP LEFT

SIGN/NP

DECORATIVE

BOUYE

DECORATIVE B

OUYE

SIGN/KEEP RIGHT

P/P QI18 FOB

TELE PED

FOB

DECORATIVE BOUYE

P/P #QI25

TELE PED

P/P QI25

CROSSWALK SIGNAL

T-BOOM

T-BOOM

SIGN/ATTORNEYS OFFICE

SIGN/ENTRANCE

SCO

CO

NC A/C

VA PIL

OT

NEWSPAP

ER ST

AND

LANDSCAPE 10" WIDE TIMBERS

LANDSCAPE 10" WIDE TIMBERS

P/P #PI57 w/LIGHTS

GUY(2)

PUMP HOUSE

CONC WALL

GU

Y(2)

WV

GUY

8" BRICK WALL

WOODDECK

FLOWER

DECK

P/P NO#

TRAFFIC VAULT

72" WDF

MTL SHED

P/P PI36

60" WDF

FOB

CROSSWALK SIGNAL

FIBER OPTIC BOX

TR BOOM CONC PAD

P/P QJ20

FLAGPOLEFH

NO#

SIG

N/

DE

AD E

ND

SIGN/NP

TELE PED

TELE PED

SIGN/CHESAPEAKE CONDOS

GUY

GUYFOB w/CONC PAD

SIGN/PRIVATE PARKING

SIGN/SAVE SHORE DRIVE

FIBER OPTIC BOXPJ81

PPLT

CONC SLAB

FIBER OPTIC BOX

FH

CDI

FIRE STANDPIPE

FLOWER BED NOT BRUSH

NO#

AC

FH

AC

ROOF DRAIN

w/ROOF BED ROOF DRAIN

w/ROOF BEDC

ON

C

GUY

GUY

CONC WALK

CONC WALK

TELE PED

P/P PJ29

FLUMEFLUME

& SINGLE TREES

72" WD FENCE

CONCDECORATIVE BOUYE

ES

ES

DES

D

15"R

CP ES

D

ES

D

P/P NO#

ESD

28"RCP

ESD

ES

8"CLAY ES

ES

ES

ES

ES

~

~

~

ES

ES

ES

D

ES

D

ESD

ESDESD

ESD

ESD

~

15"RCP

ESD

ES

ES

ES

ES

ES

ES

ESD

ESD

ES

ES

D18"R

CP

~

ES

D 15"R

CP

FH SIGN/NP MBOX EOE,T,C

EOE,T,C

EOE,T,CEOE,T,C

BOTTOM=-2.10FULL OF WATERSDMH #2667

INV=0.60(S)

INV=-1.85(E)INV=-1.85(W)RIM=4.45SDMH #2640

ESD36"CONC.ESD36"CONC.

15"RCPES

D

INV=0.95(N)

RIM=4.21DI #2641

EOE,T,C

MBOX

KEYPAD FOR GARAGES

KEYPAD FOR GARAGES

SIGN

WV

ESD

EOE,T,C

EOE,T,C

EOE,T,C

EOE,T,C

EOE,T,C

MBOX(2)

EOE,T,C

EOE,T,C

GUY(2)

MBOX

WM

GPIN:1489-59-0197M.B.273 PG.20

INST# 2005111701866593800 DUPONT CIR

BAYVISTA PROPERTIES LLCNOW OR FORMERLY

GPIN:1489-59-3185

M.B.97 PG.20

DB.1351 PG. 724

3558 SHORE DR.CONDOMINIUMSCHESAPEAKE HOUSE ON THE BAYNOW OR FORMERLY

GPIN:1489-58-4844

M.B.5 PG.69INST.#20040

41600606393601 SHORE DR.OCEAN PARK OFFICE CENTER LLCNOW OR FORMERLY

GPIN:1489-58-3864

GPIN:1489-58-2894

GPIN:1489-58-2833

M.B.5 PG.69INST.#20050

41200539393607 SHORE DR.

3613 SHORE DR3617 SHORE DRLINDA L. DICKERSONNOW OR FORMERLY

GPIN:1489-58-3787

M.B.5 PG.69DB.3889 P

G.93604 E.

STRATFORD RDANDREW R. BROYLESNOW OR FORMERLY

GPIN:1489-58-2775

M.B.275 PG.5

DB.4044 PG.2103

3605, 3607 DUPONT CIR

A CONDOMINIUM3605-3607 DUPONT CIRCLENOW OR FORMERLY

GPIN:1489-58-5881

M.B.5 PG.69

MB. 2965 PG. 254

2584 E. STRATFORD RD.

STEVEN, GREGORY PAPADOPOULOS

DIMITRIOS, MARY, HARRIET,

NOW OR FORMERLYGPIN:1489-58-0858M.B.5 PG.69

DB. 3573 PG. 17333633 SHORE DRJOSEPH E. JOHN

NOW OR FORMERLY

GPIN: 1489-58-1858GPIN:1489-58-0895

M.B.5 PG.69DB. 2922 PG. 1924

3629 SHORE DRJOSEPH E. JOHN

NOW OR FORMERLY

GPIN:1489-58-1709

M.B.5 PG.69DB. 2229

PG. 2053608 DUPONT CIR

HARRISDAVID C. & GLORIA C.

NOW OR FORMERLY

PIN(F)

PIN(F)

PIPE (F)

PIN(F)

PIN (F)

PIN(F)

DRILL HOLE (F)

PIPE(F)

PIPE(F)

DRILL HOLE(F)

DRILL HOLE(F)

ESD

15"R

CP

INV=6.72(NE)RIM=9.15CB #15001

GRASS

6"C

UR

B

6"CURB

CONC

30"C&G

30"C

&G

30"C

&G

24"C

&G

6"C

URB

24"C&G

30"C&G

30"C

&G

30"C

&G

6"C

URB

24"C

&G

6"C

URB

6"CURB

6"CURB 6"CURB

6"C

URB

GRAVEL

CONC

6"C

URB

6"CURB

30"C

&G

30"C

&G

CONC

24"C&G

24"C&G

6"C

UR

B

6"C

URB

24"C&G

6"CURB

30"C&G

30"C&G

CONC

CONC

6"CURB

6"C

URB

6"C

UR

B

6"CURB

CONC

6"C

UR

B

6"CURB

6"C

UR

B

INV=2.32(SE)RIM=5.53DI #15012

6"CURB 6"CURB

6"CURB6"CURB 6"CURB 6"CURB

ASPHALT SURFACE

GUARDRAIL

8.1

5.7

5.9

6.9

6.3

6.3

6.76.76.76.5

5.1

4.8

4.2

4.3

4.6

4.8

4.7 4.5

5.4

4.9

4.8

4.7

4.7

5.3

5.4

3.9

4.4

4.3

4.2

4.1

4.4

5.0

5.3

5.8

5.5

5.9

5.6

6.3

6.1

7.1

6.7

6.4

6.2

6.1

5.6

5.9

5.2

5.5

5.3

5.2

5.4

4.1

4.3

2.3

3.9

4.3

5.0

4.8

4.6

6.6 6.86.56.36.4

8.2 7.8

8.1

8.4 8.9 9.1

9.3

9.2

9.8

7.2

6.8

10.4

11.0

11.0

10.5

10.2

9.5

9.6

9.2

9.3

9.1

9.1

8.8

9.5

10.1

7.1

7.3

6.9

6.8

7.3

8.9

8.8

8.2

7.8

9.0

7.2

8.3

8.7

5.1

5.3

6.2

6.2

6.1

5.7

5.7

6.6

6.3

4.6

5.7

5.5

5.7

5.9

5.3

5.9

5.7

5.6

6.3

6.7

7.1

7.7

5.5

5.4 5.2

4.8

4.8

4.84.7

6.4

6.5

6.3

6.4

6.7

7.8

8.4

9.3

8.89.0

8.8

10.8

8.4

CO

NC

WALK

CONC WALKCONC WALK

ESD28"RCP 28"RCP

36"CONC.

30"C&G 30"C&G

CONC WALK

CO

NC

WALK

EXISTING R/W

EXIS

TING R/

W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXIS

TING R/

W

EXIS

TIN

G R/

W

EXIS

TIN

G R/

W

EXISTING R/W

PLPL PL

PL

PL

PL

PL

PL

PL

PL

PLPL

PLPL

PLPL

PLPL

PL

PLPL

PLPL

PL

PL

PL

PL

P L

PLPL

EXISTING R/W

EXIS

TING R/

W

EXISTING R/W

EXISTING R/W

EXIS

TING R/

W

EXIS

TING R/

W

EXISTING R/W

EXIS

TING R/

W

EXIS

TING R/

W

WTR VAULT

WTR VAULT

P/P #PJ80

EOE

WTR VAULT

WTR VAULT

WV

SIGN/NP

SIGN/NP

SIGN/NP

ESD 36"CONC.

ESD 36"CONC.

N 88°29'33" E 757.94'

N=3,498,995.240

E=12,185,542.000

DISK #G-3-2

ELEV=5.56

110+00

111+00

112+00

115+00

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

FO

TRJB

TRV

W

CB

CB

PO

T 11+0

0.0

0

11 12 13 14 15 16 17

LConstruction B

STA 14+51.65 Shore Drive

Begin Construction

Shore Drive Construction BL

E 12185020.17N 3498971.09

CITY OF VIRGINIA BEACH

DEPARTMENT OF PUBLIC WORKS

ENGINEERING DIVISION

DRAWN BY

APPROVED BY

DESIGNED BY

DATE

PROJECT ENGINEER SHEET NO.

SHEET OFDAB

MAA

CIP No.2-168

LESNER BRIDGE REPLACEMENT

CIT

YOF

VIRGINIABEACH

VIRGINIA

RUOFOSKRA

MD

NA

L

NAT ON'S

BE

GN

NN

G

KBB

NO. REVISIONDATE

D. BRADSHAW

8/1/13FINAL BID DOCUMENTS

R4-7

24" x 30"

14'

12'

12'

12'

14'

ONLY

Edge Line12" Solid White

Edge Line12" Solid White

Shore Drive

East Stratf

ord Road

East

Str

atf

ord

Road

Bay Drive

R4-7

24" x 30"

Stop Bar24" Solid White

Barrier Lines4" Yellow Two Way

Stop Bar24" Solid White

Edge Line4" Yellow Solid

Stop Bar24" Solid White

Barrier Lines4" Yellow Two Way

1'

1'

Lane Line6" White Solid

8'

8'

Lane Line4" White Broken

Keep Existing Sign

J

Edge Line4" Yellow Solid

8'

Edge Line12" Solid White

9(3)

STA 11+00 - 17+50PAVEMENT MARKINGS AND SIGN PLAN

Matc

h Lin

e S

TA 17

+50 See Sheet 9(4)

0

SCALE

25' 50'

*Note: Unless otherwise noted, all existing signs to remain.

Reflective Pavement Marker Legend

White

Yellow

Yellow / Yellow

Yellow / Red

White / Red

ASPHALT SURFACE

CONC WALK CONC WALKCONC WALK CONC WALK

ASPHALT SURFACE

CONC

12"RCP

12"RCP

15"R

CP

8"C

LAY

8"CLAY

INV=3.29(S) RIM=6.90DI #3457

INV=6.01(NE) RIM=8.15CB #2578

INV=2.16(W) RIM=7.20CB #3459

~

~

PUMP IN ITFULL OF SILT & HAS RIM=9.34SDMH #3545

11.34

11.22

10.2110.40

11.59

11.10

11.48

10.51

9.63

9.26

9.26

10.38

10.59

9.21

23.59

24.35

26.04

27.78

23.93

24.72

26.46

28.06

12.60

12.69

13.89

13.79

15.05

15.14

16.81

16.62

18.40

18.55

20.28

20.19

22.31

22.36

23.24

22.19

20.35

19.57

19.39

18.73

18.53

18.32

18.55

19.09

19.24

19.99

21.94

21.86

20.01

18.15

16.36

14.90

13.34

11.97

10.62

10.68

12.47

12.00

13.78

13.55

15.19

15.02

16.38

16.84

16.69

18.50

18.10

27.54

26.09

24.24

24.13

23.74

25.60

27.30

10.44

11.49

10.86

9.64

12.74

12.19

14.02

15.32

13.58

16.97

15.07

18.65

16.65

20.56

18.29

20.16

22.06

22.51

10"PINE

10"PINE

10"PINE 10"PINE10"PINE

8" CM

12" PINE

8"CMSIGN

12" PINE

20" 0AK

36"0AK

36"0AK

36"0AK

SIGN

Y/L

12" PINE10" OAK

12"

PIN

E

12"O

AK

12"O

AK

12"O

AK

12"O

AK

12"O

AK

SIGN

SIGN

GUY

EP 8.27 8.71

TC EP 8.07 8.53

TC EP 8.19 8.64

TC EP 8.05 8.56

TC

CO

NC

5.89 5.97

8.03

8.26

SIGN

SIGN/NP

SIGN

CO

SIGN

P/P NO#

TRAFFIC VAULT

POST

15"R

CP

INV=1.61(SW)INV=-2.96(SE)INV=-2.65(W)RIM=5.34SDMH #6471

10.33

TCEP

11.28

TCEP

12.48

TCEP

13.72

TCEP

14.98

TCEP

16.72

TCEP

18.31

TCEP

20.11

TCEP

22.18

TCEP

23.36

23.89

POOL

CONC

TMH

BRICK

GATE

WOOD DECK

RIP-RAP

SP

EE

D

BU

MP

4.8

6.4

6.3

6.6

7.2

7.3

7.28.7

15.3

15.8

8.7

8.3

8.1

7.7

7.8

8.8

8.4

8.9

8.2

8.17.7

7.1

7.6

7.7

6.7

PARKING

PARKING

5.8

5.6

7.9

PARKING

PARKING

PARKING

SAND

GATE

PARKING

36" PLASTIC FENCE

72" PLASTIC FENCE

36"P

LASTIC FEN

CE

72" WD FENCE

NO#

VIDEO CAM

NO#

VIDEO CAM

NO#NO#

NO#

POST/WD

BENCH

SIGN/NP

SIGN/STOPSIGN/CROSSWALK

BIKE RACK

BENCH

SIGN/YIELD

SIGN/BOAT LAUNCH

RI04

TRANSFORMERS

SIGN/YIELD

GRASS

SHRUBS VBERPCALL 427-4621

PLEASE PAY

MONEY COLLECTION

RI24

TC PADTC PAD

SIGN/CARS ONLY

BOAT RAMPLAUNCH HONOR

SYSTEM

36"

WIRE

FENCE

SI15

TC PAD

CONC SQUARES6"X6"

27

160

GU

Y

GU

Y

CONC

FOB

RI15

RI76

RI17

RI38

SIGN/BOAT RAMP

SL 45

SIGN/45MPH

BRUSHON DUNES

GRASS ON SAND DUNES

VBERP

WO

OD

WALK

WA

YDENSE BRUSH

TELE PED

SIGN

MARSH GRASS& VEG.

MARSH GRASS& VEG.

QI65

QI84

SIGN(2)

GRASS

SIGN/ YIELD

SIGN/NP

SIGN/STOP

SIGN/YIELD

SIGN/BOAT RAMP

SIGN/CARS ONLY

F.O.BOX

QI64

NO 919

P/P #QI77

L/P #QJ88

QI79

QI55

SIGN/BOAT RAMPT-BOX T-BOX RI19

CONC WALK

WOOD DECK & WALK WAY

TELE PED

ELEC BOX

ASPHALT SURFACE

ASPHALT

SURFACE

SIGN/NP

SIGN/PAR

KING

RULE

S

GUY

SIGN/NP

ES

D

ES

ES

ESD

ESD

15"RCPESD

ESD

SAND

SIGN

EOE,T,C

EOE,T,C EOE,T,C

INV=1.77(SW)RIM=5.89DI #6482

18"R

CP

ESD

~

36"WILLOW

36"WILLOW

BENCH

24.65

26.40

24.09

25.81

27.98

27.41

27.96

27.36

26.40

25.82

24.64

24.02

23.86

23.33

27.76

27.09

26.00

25.37

24.17

23.50

23.59

23.00

23.60

22.98

24.19

23.62

26.00

25.39

27.72

27.08

TCEC

TCEC

TCEC

TCEC

TCEC

TCEC

TCEC

TCEC

TCEC

TCEC

TCEC

TCEC

TCEC

TCEC

TCEC

GPIN:1489-58-6891

MB. 153 PG. 41

DB. 2188 PG. 545

3576 PIEDMONT CIR.

VIRGINIA BEACHCITY OF

NOW OR FORMERLY

GPIN:1489-59-8065M.B.96 PG.39

DB. 2422 PG. 17073556 SHORE DR.CONDOMINIUMS

3556 ON THE BAYNOW OR FORMERLY

GPIN:1489-58-9822

MB. 153 PG. 41

DB. 2188 PG. 545

3576 PIEDMONT CIR.

VIRGINIA BEACHCITY OF

NOW OR FORMERLY

ES

ES10"P

VC

ES

ES

INV=3.96(NW)INV=4.16(NE) RIM=8.06SMH #15005

ESD15"RCP

INV=1.61(SW) INV=1.64(NE)RIM=6.39SDMH #15007

~

ESD

15"R

CP

ESD

15"RCP

ESD

15"R

CP

INV=1.42(SE) INV=1.41(NE)INV=1.82(NW)RIM=6.21SDMH #15008 ~

INV=3.28(SW)INV=3.47(E) RIM=7.37SMH #15006

10"DI

ES

10"DI

10"DI

6"CURB

24"C&G

6"CURB

6"CURB

24"C&G

ASPHALT SURFACE

CONC

6"CURB

6"CURB

6"CURB

6"CURB

6"CURB

6"CURB

6"CURB

6"CURB

6"C

UR

B

6"CURB

30"

C/

G

6"CURB

6"CURB

6"CURB

INV=1.9

0(SE)

INV=2.0

2(NW)

RIM=6.0

3CB

#150

11

ESD

15"RCP

INV=2.32(SE)RIM=5.53DI #15012

-2.7

-3.4

-3.9

-3.5

-2.8

-3.0

-2.0

-1.9

GUARDRAIL

GUARDRAIL

GUARDRAILGUARDRAIL

GUARDRAILGUARDRAIL

EOE,T,C

10.3

PILEPILE

PILE

PILE

PILE

5.7

6.3

5.5

5.8

6.4

6.5

6.3

6.6

5.8

6.3

6.1

5.16.7

7.8

7.2

9.5

9.2

8.5

8.4

8.1

7.8

14.4

14.9

14.4

9.2

11.1

9.6

9.1

8.7

8.8

8.5

8.3

8.3

8.6

17.7

17.6

12.6 13.7

15.8

13.9

14.7

10.4

6.6

6.7

7.7

7.9

8.1

7.2

7.3

7.27.2

7.3

7.2

7.3

6.4

6.7

6.4

6.3

6.2

7.7

7.3

7.5

7.4

7.4

7.6

7.9

8.3

7.2

6.9

7.7

8.38.38.1

7.7

8.9

8.7

8.6

8.1

8.9

9.38.8

7.77.2

23.1

23.0

7.4

7.6

7.3

7.6 11.4

15.3

8.7

8.7

8.3

8.4

CONC WALK

CONC WALK

CONC WALK

CONC WALK

GUARDRAIL GUARDRAIL

GUARDRAIL

EDGE OF WATER

-2.7

-3.4

-3.9

-3.5

-2.8

-3.0

-2.0

-1.9

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXIS

TING R/

W

EXIS

TING R/

W

PL

PL

PLPL

PLPL

EXISTING R/W

PL

EXISTING R/W

MHW

EOE

N 86°44'53" E 43

7.71'

N=3,499,020.070

E=12,185,979.010

PIN & CAP #800

120+00

ASPHALT SURFACE

BOAT TRAILER PARKING

STOP SIGN

15"RCP

INV=3.16(SE)RIM=7.15CDI #8180

4.5

6.3

8.8

10.1 7.8

8.5

7.1

8.4

11.4

8.5

14.8

10.3

6.7

11.1

7.3

4.9

7.6

8.7

7.8

8.1

6.1

16.8

15.4

17.2

16.2

13.0 4.5

6.9

4.35.

4

12.5

10.8

16.0

5.8

5.6

16.0

14.8

7.0

7.4

13.5

15.6

5.7

5.3

20.6

26.8

25.8 1.1

4.0

-1.0

0.8

5.0

-1.1

0.7

5.0

4.8

0.9

1.0

3.8

3.7

5.5

TOP

OF

BAN

K

TOE

OF SLOPE

TOE OF SLOPE

TOP OF BANK

TOP OF BANK

TOE OF SLOPE

TOE OF SLOPE

WOOD DECK

STEPS

WOOD

WALL

CONC

4.5

4.5

20

10

10

GPIN:1489-59-3432M.B.5 PG.137

DB. 2752 PG. 162CITY OF VIRGINIA BEACH

NOW OR FORMERLY

CB

CB

CB

TRV

CB

PI = 19+56.20

T = 87.02'

L = 173.67'

R = 1,100.00'

18+69.18PC =

PT =20+42.86

PI = 21+30.85

T = 87.99'

L = 175.61'

R = 1,100.00'

20+42.86PC =

PT =22+18.47

18

PC 18

+69.18

19

20

PR

C 20+4

2.8

6

21

22

PT 22

+18.4

7

23

PI

Curve C-1

Curve C-2

Shore Drive Construction BL

Construction B

STA 22+23.69 Shore Drive

End Shore Drive Roadway

Begin Lesner Bridge

L

PI769.18'

0.00'

1,955.44'

PIPI

PI

CITY OF VIRGINIA BEACH

DEPARTMENT OF PUBLIC WORKS

ENGINEERING DIVISION

DRAWN BY

APPROVED BY

DESIGNED BY

DATE

PROJECT ENGINEER SHEET NO.

SHEET OFDAB

MAA

CIP No.2-168

LESNER BRIDGE REPLACEMENT

CIT

YOF

VIRGINIABEACH

VIRGINIA

RUOFOSKRA

MD

NA

L

NAT ON'S

BE

GN

NN

G

KBB

NO. REVISIONDATE

D. BRADSHAW

8/1/13FINAL BID DOCUMENTS

14'

12'

12'

12'

14'

12'

12'

ONLY

24" x 24"

RW-080

24" x 18"

M6-1(B

RO

WN)

24" x 24"

RW-080

24" x 18"

M6-1(B

RO

WN)

Edge Line4" White Solid

Bay Drive

Shore Drive

Lane Line6" White Solid Edge Line

4" Yellow Solid

Lane Line4" White Broken

Edge Line4" Yellow Solid

Edge Line4" Yellow Solid

Lane Line4" White Solid

14'

14'

1'

1'

6" White Mini-Skip Line

6

J

Lane Line4" White Broken

R2-1

24" x 30"

SPEE

D

LIMIT

35

R2-1

24" x 30"

SPEE

D

LIMIT

35

9(4)

STA 17+50 - 23+50PAVEMENT MARKINGS AND SIGN PLAN

Matc

h Lin

e S

TA 23

+50 See Sheet 9(5)

Matc

h Lin

e S

TA 17

+50 See Sheet 9(3)

0

SCALE

25' 50'

*Note: Unless otherwise noted, all existing signs to remain.

Reflective Pavement Marker Legend

White

Yellow

Yellow / Yellow

Yellow / Red

White / Red

Abutment A

ASPHALT SURFACE

ASPHALT SURFACE

INV=1.28(SW) INV=1.31(NE) RIM=6.86SDMH #10007

INV=2.11(SW) RIM=7.53CB #6240

INV=1.15(S) INV=1.20(NE) RIM=7.45CB #6326

INV=2.47(SW)INV=2.40(E) RIM=7.09SMH #6222

8"CLAY

8"CLAY

~

18"RCP

12.41

11.25

10.48

10.71

10.44 10.05

9.67

13.17

13.99

15.22

16.18

17.29

18.52

20.34

20.46

18.60 16.86

16.6916.78

17.00

17.13

19.14

21.06

15.54

15.68

14.45

14.34

12.84

12.72

11.82

12.05 11.19

11.05

22.14

21.28

18.99

17.07

15.68

14.24

12.2212.40

11.93

28.26

26.54

24.85

22.90

21.86

21.86

24.41

21.71

22.75

24.59

26.31

24.80

11.97

12.77

13.82

14.88

15.98

17.13

18.74

20.58

21.13

18.91

17.18

15.61

14.21

12.90

11.83

10.90 10.20

TC 12.73

12.26

EC

22.54

22.64

22.5422.54

6"ASH6"ASH

18"MALBERRY

SIGN

SIGN

EOE

EOE

EOE

EOE

EOT

EOE

EOT

EOE

W-VAULT

W-VAULT

T-PED

W-VAULT

SIGN

SCO

GUY(2)

GUY

GUY

SCO

FO

CONC

WVWV

WV

SIGN

TELE PED

T-VAULT

GV

POST

F.O.BOX

F.O.BOXELEC VAULT

W-VAULTW-VAULT

WV

A/C(3)

GUARDRAIL

BOLLARD

BOLLARD

SCO

SCO

EOT

EOE,T

P/P #VI55

GUY

C-PED

F.O.BOX

GENERATOR

MH

TRANS

GATE

4.9

6.1

5.7

5.3

5.6

5.8

5.5

4.8

4.7

4.8

5.1

5.1

4.7

20.9

8.2

7.9

7.7

17.9

6.1

6.1

6.5

5.9

5.8

5.7

5.7 7.5

6.7

12.7

9.6

9.3

7.6

7.7

7.2

7.3 7.37.3

7.0

7.2

7.6

20.320.6

9.4

7.7

8.3

6.3

5.7

7.7

PARKING

CONC

ASPH

ASPH

CONC

SAND

FLOWER

SHRUB FLO

WERS

SHRUB

VI91VI51

MW

NO#

AC

FLOWER

BRUSHES8" CREPE

MYRTLE

8" CREPE

MYRTLE

SHRUBS

8" DEC. PINE

8" DEC. PINE

P/P QJ88

36"WDF CAVALIER TELEPHONE BOX

VI83

NO# 919

VI13

96"WDF

BOAT MAITENANCE LIFT

(ON WHEELS REMOVABLE)

NP/SIGN N0#919UIO3

UI91

27/157

2" MTL DRAIN

SIGN/NP

LANDSCAPE TIMBER (RR TILES)10"PINE

10"PINE

HEAVY SHRUBS THIS AREA

HE

AV

Y S

HR

UBS

THIS

AR

EA

BRUSH

10" DOGWOOD

SHRUBS

BOAT

LIFT

72"C

LF

GENERATOR

AC

NO 919

TI79

SAND DUNE W/GRASS

TRAFFIC WARNING SIGN

STOPLIGHT 2000 FT

NO 919

UI35

BOLLARD(3)

GAS LINE RUNS ALONG THE

BOTTOM SIDE OF BRIDGE THIS SIDE

SHRUBS

TRAFFIC SIGNAL PEDESTAL

12" MTL WTR LINE

GUY WIRE IN GROUND

GRASS

SAPLING SAPLING

SAPLING

SAPLINGSAPLING

SAPLING

SAPLING

SAPLING

SAPLING

SAPLING

GRASS

GRASS

SHRUB SHRUB SHRUB SHRUB

SHRUBSHRUB

ASPHALT

GRASS

GRASS

SIGN/BARRICADE

SFM

FOB W/CONC PAD

SIGN/HOV PARKING

GRAVEL LOT

6X6

TIM

BE

R

WALL

OLD "D

UC

K IN"

SIG

N

NO #

GUY

VI154"P

VC

GR

ASS

4" ASH TREES

AROUND CULDESAC W/TREES BETW

EEN THEM

NO#

NO 919

UI15

FOB4" FIBER OPTIC LINE

GUY

GUY

POST/WOOD(2)

POST/WOOD

72"W

DF

18"R

CP

ESD

ESD

ESD

ES

ESES

ES8"PVC ES

ES 8"PVC

INV=2.75(W)

INV=2.70(NE) RIM=7.21SMH #B

UNABLE TO OPENRIM=7.45SMH #10006

EOE,T,C

MTL POST

MBOXEOE,T,C

MW

MW

ELEC VAULT W-VAULTPOST/MTL

GV

22.16

23.27

24.4125.08

26.80

23.23

25.03

26.81

28.01

27.72

28.18

26.41

26.05

24.30

22.97

22.51

21.75

TC 12.73

12.26

EC

22.54

22.64

26.79

26.13

25.04

24.41

23.23

22.59

21.95

21.65

21.53

21.48

23.17

22.63

25.03

24.38

26.78

26.14

28.53

27.90

21.18

21.18

22.96

22.34

24.80

24.15

26.39

25.76

28.20

27.53

26.46

25.84

24.76

24.15

22.84

22.24

21.11

21.08

21.15

20.92

18.91

18.73

17.03

16.97

15.56

15.42

14.24

14.11 12.32

12.22

11.85

11.85

TCEC

TCEC

TCEC

TCEC

TCEP

TC TCEP

TCEP

TCEP

TCEP

TCEP

TCEC

TCEC

TCEC

TCEC

TCEC

TCEC

TCEC

TCEC

TCEC TCEC

TCEC

TCEC

TCEC

2E

3E

PIN (F)PIN(F)

PIN(F)

PIN(F)

6"CURB 6"CURB

24"C&G 24"C&G

6"C

URB

6"CURB

30"C&G

72"

CLF

GUARDRAILGUARDRAIL

GUARDRAIL

GUARDRAIL

GUARDRAIL

GUARDRAIL

PILE

PILE PILE

PILE

7.1

8.2

8.1

4.9

6.2

5.7

7.9

7.9

7.8

6.2

8.2

7.7

7.67.4

7.2

6.7

6.2

7.6

7.8

7.3

7.3

5.3

5.2

5.6

5.3

4.8

4.7

4.8

4.7

4.7

5.2

5.1

5.45.15.1

5.7

6.1

6.3

6.1

6.5

6.5

6.1

6.1

5.8

5.7

5.5

5.7

7.3

7.5 6.4

6.4

8.8

9.4

9.3

9.1

17.918.7

18.2

19.420.2

20.322.2

6.9

7.1

7.3

7.9

7.9

8.2

6.7

7.1

6.2

6.2

5.8

5.7

5.8

6.7

6.7

8.7

8.27.8

10.2

10.8

11.4

11.1

7.9

7.7

7.6

7.6

7.8

9.5

7.37.1

6.8

19.6GUARDRAIL

FH

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

P L

P L

EXISTING R/W

EXISTING R/W

N 76°53'53"

E 52

9.51'

N=3,498,958.150

E=12,187,464.410

PIN & CAP #803

135+00

(INST. #20061101001659730)

EXISTING RETAINING WALL EASEMENT3.5

5.83

-11.1

5.78

5.87

5.78

5.81

3.32

5.76

5.5GRAVEL

CONC

WOOD DECK

-11.8

-12.1

-14.2

-17.6

-8.3

-8.4

-6.5

-12.2

-9.0

-14.3

-15.1

-15.4

-16.0

-17.1

-14.6-16.7

-11.0

-10.1-10.9

-12.2

-10.5

-7.7

-15.4 -14.8

-15.7

-17.9HYDRO THIS AREA 1-6-2012

-12.1

8.1

-1.3

-0.6

7.5

8.3

8.8

7.9 7.2

7.0

9.5

7.5

11.0

12.8

8.8 9.2

9.9

10.0

9.7

TOE OF SLOPE

TOP OF BANK

TOE OF SLOPE

TOE OF SLOPE

TOE OF SLOPE

TOE OF SLOPE

TOE OF SLOPE

TOE OF SLOPE

TOP OF BANK

TOP OF BANK

TOP OF BANK

TOP OF BANK

TOP OF BANK

TOE OF SLOPE

6.8

8.1

9.0

9.9 14.3

21.5

9.4

20.3

21.8

9.5

9.7

20.2

16.6

9.9

19.5

12.9

18.2

18.4

18.6

17.4

9.3

10.6

15.7

8.5

7.5

4.5

3.1

5.2

3.1

8.4

10.9

8.0 10.1

8.0 10.3

13.0 12.611.9

14.8

16.1

12.18.9

7.8

7.9

13.0

8.7

12.4

14.4

13.3

20

10

10

10

PARCEL B-2GPIN:1489-78-7712

MB.186 PG. 2INST. #20040326004

8380DB.220 PG.655

3329 SHORE DR.AND HARBOR PRESERVE, LLCVIRGINIA PILOT ASSOCIATION

NOW OR FORMERLY

GPIN:1489-78-8688MB.186 PG. 2

DB.2394 PG.5803325 SHORE DR.

PILOTS LAND TRUSTASSOCIATION OF MARYLAND

NOW OR FORMERLY

GPIN:1489-88-0675MB.186 PG. 2

INST.#200403260048380

3319 SHORE DR.HARBOR PRESERVE LLC

NOW OR FORMERLY

GPIN:1489-79-9060INST. #200

61101001659730

(PLAT)INST. #2005081601

29989INST. #2005081601

29988INST. #2005081601

29971 TERRY COMPANIES FIVE, L.L.C.NOW OR FORMERLY

GPIN:1489-79-9060INST. #200

61101001659730

(PLAT)INST. #2005081601

29989INST. #2005081601

29988INST. #2005081601

29971 TERRY COMPANIES FIVE, L.L.C.NOW OR FORMERLY

CB

FO

FO

FO

FO

TRV

WW

W

W

W

W

36

37

38

39

40

41

LConstruction B

STA 37+98.69 Shore Drive

Begin Shore Drive Roadway

End Lesner Bridge

Emergency AccessProposed Point Chesapeake

Building FootprintProposed Point Chesapeake

Shore Drive Construction BL

1,955.44'

9(7)

STA 35+50 - 41+50PAVEMENT MARKINGS AND SIGN PLAN

Matc

h Lin

e S

TA 41+50 See Sheet 9(8)

Matc

h Lin

e S

TA 35+5

0 See Sheet 9(6)

0

SCALE

25' 50'

*Note: Unless otherwise noted, all existing signs to remain.

Reflective Pavement Marker Legend

White

Yellow

Yellow / Yellow

Yellow / Red

White / Red

CITY OF VIRGINIA BEACH

DEPARTMENT OF PUBLIC WORKS

ENGINEERING DIVISION

DRAWN BY

APPROVED BY

DESIGNED BY

DATE

PROJECT ENGINEER SHEET NO.

SHEET OFDAB

MAA

CIP No.2-168

LESNER BRIDGE REPLACEMENT

CIT

YOF

VIRGINIABEACH

VIRGINIA

RUOFOSKRA

MD

NA

L

NAT ON'S

BE

GN

NN

G

KBB

NO. REVISIONDATE

D. BRADSHAW

8/1/13FINAL BID DOCUMENTS

12'

14'

12'

12'

14'

12'

Edge Line4" White Solid

Edge Line4" White Solid

Shore Drive

Lane Line4" White Broken

Lane Line4" White Broken

Edge Line4" Yellow Solid

Edge Line4" Yellow Solid14

'

14'

J

J J

ASPHALT SURFACE

ASPHALT SURFACE

ASPHALT SURFACE

ASPHAL

T SU

RFAC

E

ASPHALT

SURFAC

E

ASPHALT SURFACE

ASPHALT SURFACE

CONC

CONC

CONC

CONC

ASPHALT SURFACE

CONC

CONC

CONC

CONC

CONC

CO

NC

CONC

CONC

0.9' OF MOVING WATER

INV=0.84(WSW)

INV=-0.51(SW)

INV=3.58(SE)

INV=-0.60(ENE)

INV=5.54(NE)

RIM=8.28

SDMH #24888"CLAY

6"PVC

10"PVC

8"CLAY

12"R

CP

36"R

CP

36"R

CP

36"R

CP

36"RCP

18"RCP

36"R

CP

8"CLAY

8"C

LAY

12"C

LAY

12"C

LAY

15"R

CP

8"PVC

15"RCP

15"RCP

15"RCP

12"C

LAY

INV=2.70(W)

INV=2.78(SE)

INV=4.77(E)

RIM=9.77

SMH #2223

INV=5.45(W)

INV=5.47(SE)

RIM=7.06

DI #2431

INV=3.83(S)

RIM=8.01

DI #2220

INV=3.31(SE)

INV=3.38(NW)

RIM=7.96

CB #2225

INV=-0.70(SW)

INV=-0.60(NE)

INV=2.77(NW)

RIM=8.52

CB #2224

INV=-1.08(SW)

INV=-0.77(E)

INV=2.94(NW)

RIM=7.17

SDMH #2226

INV=4.31(S)

RIM=7.96

CB #2229

INV=-0.38(S)

INV=-0.43(E)

INV=-0.37(NW)

RIM=7.31

SMH #2231

INV=-1.14(SW)

INV=-1.24(E)

INV=-1.14(N)

RIM=7.46

SMH #2232

INV=-0.30(SW)

INV=-0.36(NE)

RIM=8.39

SMH #2221

INV=2.89(NW)

INV=2.39(SE)

RIM=8.11

CB #2394

8"CLA

Y

INV=5.36(W)

INV=5.29(SE)

INV=5.31(NE)

RIM=7.91

SDMH #2430

PAVED OVER

RIM=7.36

SMH #2454

FULL OF SILT

RIM=6.51

DI #2453

FULL OF SILT

RIM=6.30

SDMH #2452

~ ~

~

~

~

INV=-0.44(E)

INV=-0.03(SW)

INV=0.55(SE)

INV=-0.08(NE)

RIM=8.17

SMH #2222

INV=0.59(W)

INV=0.55(NE)

RIM=7.42

SMH #2228

INV=1.40(ENE)

INV=1.45(NW)

RIM=8.52

CB #11000

INV=-0.10(SW)

INV=-0.04(E)

RIM=8.74

SMH #11001

INV=5.54(SW) 15"RCPRIM=7.86

CB #11002

~

FULL OF GREASE

RIM=6.83

SMH #6258/6257

INV=1.34(W)

INV=2.99(S)

INV=1.28(E)

RIM=7.78

SMH #6152

INV=0.00(NW)

INV=0.12(E)

RIM=6.14

SMH #2463

8"CLAY

6"P

VC

8"CLAY

8"CLAY

8"CLAY

8.07

7.65

7.20

7.12

7.21

7.19

7.15

7.24

7.30

7.37

7.33

7.57

7.41

7.45

7.76

7.68

7.61

7.63

7.90

8.64

7.81

7.98

8.18

7.78

7.67 7

.70 7.82

8.40

9.97 9.96

9.76 8

.91 8.96 9

.73

9.17

8.70

8.66

9.43

9.46 8

.22

8.01

7.80

7.62

7.78

7.57

7.57

7.69

7.51

8.00

7.28

7.15

8.10

9.62

7.39

7.47

7.54

7.68

7.50

6.99

6.74

6.14

6.33

6.25

6.91

7.23

7.63

7.86

7.89

7.25

7.20

7.34

7.30

7.21

7.19

7.10

6.98

6.86

7.64

7.48

7.14

7.57

7.64

7.01

7.13

6.74

8.92

8.72

8.59

8.29

8.14

8.37

7.85

8.74

9.07 9

.31 9.55

9.92

10.20

10.54

11.01

11.69

10.48

9.90

9.51

9.54

9.71

9.75

9.69

9.65

9.95

9.67

9.20

9.00

8.89

8.79

8.76

8.54

8.26

8.13 7

.79 7.45 7.36

7.44

7.37

7.27

7.20

6.99

6.79

6.51

6.22 5

.79 5.73

5.70

8.00

7.56

6.97

7.41

7.84

8.12

7.61

7.26

8.43

8.72 9

.10 9.35

9.65

9.93

10.18

10.67

11.32

10.20

9.57

9.20

8.95

8.64

8.39

8.13

7.90

7.62

7.36

6.80 6

.64 6.40

6.14

5.88

TC 12.0

9

11.5

9

EC

TC 11.4

2

10.9

1

EC

TC 11.0

7

10.5

6

EC

TC 10.8

9

10.3

9

EC

TC 10.7

9

10.2

8

EC

TC 9.8

4

9.33

EC

TC 10.2

8

9.75

EC

TC 9.5

5

9.04

EC TC 9.3

4

8.85

ECTC

9.20

8.72

EC

TC 7.3

6

6.81

EP

6.78

TC 6.6

8

6.65

EP

TC 7.5

2

7.34

EP TC 7.7

3

7.38

EPTC

7.51

7.14

EP

TC 7.2

4

6.91

EP

7.38

TC 7.3

3

6.84

EP

TC 7.4

4

6.95

EP

TC 7.4

8

6.99

EP

TC 7.5

6

7.06

EP

TC 7.7

3

7.24

EP

TC 7.6

3

7.14

EP

TC 7.2

8

6.79

EP

TC 7.9

8

7.45

FL

TC 7.6

2

7.56

EC

TC 8.0

4

7.62

EC

TC 7.5

4

7.51

FL

TC 7.7

4

7.25

FL

TC 7.7

6

7.33

FL

TC 8.0

5

7.53

FL

TC 8.25 8.68

FL

TC 8.59

9.00

FL

TC 8.18 8.63

FL

TC 8.44

8.57

EP

TC 8.7

2

8.72

EC

TC 7.7

1

7.23

FL

TC 7.5

9

7.12

FL

TC 7.5

8

7.11

FL

7.07

TC 7.7

6

7.26

FL

8.19

TC 7.80

7.85

EP

TC 7.74

8.10

EP

TC 8.46

8.87

EC

TC 7.96

8.44

EP

TC 7.85 8.36

EP

TC 7.87

8.34

FL

TC 8.02

8.50

FL

TC 8.41

8.66

FL

TC 8.1

2

7.69

FL

TC 8.63

8.91

FL

TC

8.28

8.78

EC

TC 8.21

8.59

EC

TC 7.65

8.13

EP

TC 8.16

8.61

FL

TC 7.23

7.69

FL

3.57

5.58

7.6

7.8

5.5

6.7

8.68.1

7.6

10.3

11.4

7.89

7.70

7.74

7.91

10.86

5.29

4.71

4.50

7.26

7.47 7.64

7.40

8.00

7.36

7.53

7.66

7.49 7

.59

7.68

8.34

8.25

8.15

18" OAK

18" OAK

18" OAK

18" OAK

18" OAK

10"CEDAR

6"ASH

6"ASH

6"ASH

6"ASH

15"OAK

15"OAK

15"OAK

18" OAK

24" OAK

15" PINE

12" PINE

12"PINE12"PINE

GUY

SIGN

WV

WV

SIGN

CO

10"OAK

10"OAK

10" OAK

EOE,T

EOE,T

EOE,T

EOE,T

EOE,T

EOE

EOT

EOE

EOT

EOE,T

EOE,T

CONC WAL

K

W-VA

ULT(2)

F.O.BOX

EOE,T

EOE,

T

EOE,T

EOE,T

EOE,T

EOE,T

EOE

EOE,T

EOE

TRAFFIC VAULT

SCO

C-PED

T-PED

SCO

SCO

5.28

4.39

A/C

T-PED T-PED

P/P #WH09

EOT

P/P #WI30

BOLLARD

BOLLARD

SCO

T-VAULT

T-PED(2)

GUY

EOT

EOE,T

12"

RET

WAL

L

12" R

ET WALL

WM

GV

P/P

#WI18

T-PE

D

POSTGUY

GM

POST

POSTCO

NC

WALK

12"W

ALL

EOE,T

EOE,T

EOE,TEOE,T

EOE,T

EOE,T

15"RCP

INV=3.57

15"RCP

INV=5.58

8.20

7.29

EOE,T36"RCP

7.79

ABANDON/SIGN

SAND/GRAVEL

SIGN

MH

GATE

GUY

RIP-RAP

ROCKS

ROCKS

ROCKS

BIL

LB

OAR

D

8.3

8.7

8.7

8.6

9.2

9.79.8

9.7

10.1

9.7

9.2

9.3

9.8

9.9

9.4

8.9

15.0

13.1

10.4

9.8

9.7

9.4

9.8

10.9

9.9

10.6

9.9

19.110.3

7.8

7.8

8.6

8.3

8.5

7.7

8.7

7.8

7.2

7.1

6.9

7.3

7.7

7.6

7.7

7.7

7.8

10.8

7.8

7.6

7.4

9.2

7.2

7.5

7.7

10.8

7.4

7.2

7.1

7.3

7.3

7.67.8

6.7

6.7

6.4

6.2

6.2

5.8

5.6

7.3

8.3

9.2

8.8

9.0

8.88.8

9.2

9.8

9.7

10.110.2

11.2

6.5

5.7 5.8

5.7

8.1

8.2

7.8

7.7

7.6

7.8

7.8

4.7

6.9

6.9

6.7

6.7

8.18.2

8.3

10.4

9.8

9.3

10.4

PARKING

9.4

9.9

9.7

PARKING

8.7

11.0 11.1 11.0

10.9

11.2

MH

12.2

8.3

7.0

PARKING

OBSCURED

DENSE TREES

PARKING

CONC

TBOOMWI43

CR

OSS

WALK

SIG

NAL

TELE MHTELEPHONE

TELE PED

SIGN/PRIVATE PARKING

SIGN/NP

SIGN/NP

SIGN/KEEP RIGHT

GRAVEL PARKING LOT

TRAFFIC

HP

GUY

SIGN/DIVIDED HIGHWAY

6691

CONC WALK

CONC WALK

SIGN/NP

SIGN/NP

SIGN/NP

STOP/SIGN

SIGN/NP

SIGN/

NP

SIGN/NP

DECORATIVE ROCK

PAR

KIN

G LOT

CONC L/

P PEDES

TAL

TRANSFORMER

CONC PAD

CONC PAD

SIGN/CROSSWALK

FH

SIGN/NPPST/4" MTL

NO#

WI98

ELEC. JUNCTION B

OX

WI98

VI800

LESNER INN

NO TRAILERS

COM VAULT

SIGN/NP

TRAFFIC BOX

VI53

VI57

VI67

WI42

GUY

TRAFFIC BOX

SIGN/NP

SIGN/NP

SIGN/NP

SIGN/KEEP OFF MEDIAN

BRIDGE FREEZES BEFORE ROADS

CONC

KEEP RIGHT

TRAFFIC VAULT TBOOM

SIGN/DIVIDED HIGHWAY

SIGN/NP

SIGN/PRIVATE PARKING

TRAFFIC SIGNAL PEDESTAL

TRAFFIC JBOX

TELE PED

P/P W/LIGHT #WI14

SAND

SAND

CONC

CONC

LPM# WI25

TRAFFIC VAULT

OLD POWER POLES &

LIGHT POLES LAYING DOWN

ASPHALT

SIGN/BOAT RAMPSTRAIGHT AHEAD

N/P SIGN

STOP/STREET SIG

N

WI47

48" IR

ON FEN

CE

LP VISTA

ASPHALT

SURFACE

1' CIN

DERBLOCK WALL

TRAFFIC JBOX TRAFFIC CONTROL BOX

GUY

PILE

VI40

NO #

8" DEC. PINE

8" DEC. PINE

8" DEC. PINE

FLOWERS

SHRUB

SHRUB

GRASS

GRASS

FOB

3.5' C

ONC. SWALE

POST/WOOD

DENSE TREES

GU

Y

ELEC. JUNCTION BOX

SIGN/NP

TBOOM/CROSSWALK

POST

POST

12"R

CP

ES

D

ES

D

ES

ES

ES8"CLAY

ES

ES

8"CLAY

ES

ES

ES

ES

ES

ES

12"R

CP

ES

D

ESD

ESD

ESD

ESD

ESD

ESD

ESD

15"R

CP

ASPHALT

SURFACE

ASPHALT

SURFACE

ESD

ESD

ESD

ESD

ESD8"PVC~ 12"RCP

ESD ESD ESD

ES

ES

ES

ES

ES

ES

8"

PVC

8"P

VC

ES

ES

ES

ES

ESES

ES

ES

~

8"C

LAY

36"WDF

36"WDF

MBOX

T-VAULT

SFM

ASPHALT SURFACE

T-VAULT

ASPHALT SURFACE

F.O.BOX

T-VAULT

10.81

TC 12.0

9

11.5

9

EC

TC 11.4

2

10.9

1

EC

9.63

9.40 9.5

0

9.30

9.28

9.00

9.21

8.94 9.0

7

8.89

8.80

8.51

8.58

8.24 8.2

2

7.96 7.9

4

7.70

9.36

9.20

9.15

8.89

8.82

8.67

8.58

8.48 8.2

7

8.17 7.7

4

7.87

7.24

7.20 7.0

5

6.90

6.68

6.65

6.31

6.25

7.28

7.20

7.317.1

1 7.096.8

7

6.82

6.59

6.47

6.33

TC

EP TC

EP

TC

EP

TC

EP TC

EPTC

EP TC

EP TC

EPTC

EP

TC

EPTC

EP

TC

EP

TC

EP

TC

EP

TC

EP

TC

EPTC

EP

TC EPTC EP

TC

EP

TC

EP

TC EP

TC

EP

TC

EP

GPIN:1489-89-3069

M.B.34 PG.12

DB.475 PG.588

3301 OCEAN SHORE AVE

ESTAR MAY LASSITER

NOW OR FORMERLY

GPIN:1489-89-3544

M.B.98 PG.6

DB.1403 PG.1

3288 PAGE AVE

CONDOMINIUM - WEST

CAPE HENRY TOWERS

NOW OR FORMERLY

GPIN:1489-89-7111

M.B.44 PG.22

DB.2230 PG.212

PAGE AVE

COUNCIL OF CO-OWNERS

CONDOMINIUM - WEST

CAPE HENRY TOWERS

NOW OR FORMERLY

5E

10E

PIN (F)

PIN (F)

PIN(F)

PIN (F)

PIN(F)

PIN(F)

PIN (F)

PIN(F)

PIN(F)PIN(F)

PIN(F)

PIN(F)

PIN(F)

PIN(F)

PIPE(F)

PIN UNDER ASPH(F)

VDOT MON(F)

30"C

&G

30"C

&G

6"C

URB

24"C

&G

6"CURB

CONC

6"C

URB

GRAVEL GRAVEL

CONC

24"C&G

24"C&G 30"C&G

6"CURB

30"C&G

30"C&G

6"CURB

6"CURB

6"C

URB

PARKING

30"C

&G

24"C

&G

6"CURB

6"CURB

6"CURB

6"CURB

6"C

URB

6"CURB

24"C&G

6"CURB

6"C

UR

B

6"CURB

SIGN

12"CLAY

INV=3.63(SE)

INV=3.76(N)

RIM=7.57

CB #2227

6.3

6.8

6.9

6.7

6.9

6.9

6.8

8.6

8.2 8.3

8.2

9.7

10.1

11.4

9.8

9.4

9.2

8.7

8.7

8.7

15.0

9.5

9.39.4

9.8

9.7

9.7

10.8

8.3

8.2

19.1

10.8

9.7

10.6

10.3

9.9

9.6

9.4

9.6

9.9

10.2

13.1

10.49.4

6.5

7.67.9

9.1

9.4

8.4

8.1

8.2

8.4

8.7

8.7

8.7

9.2

9.6

9.8

9.8

10.2

10.3

9.7 9.79.3

11.4 10.7

11.1

11.7

12.1

12.2

11.3

11.2

7.87.7

7.3

7.2

7.6 7.2

6.9

7.7

7.9

8.2

8.1

8.6

8.1

8.4

8.5

8.9

8.1

8.7

8.8

8.7

8.7

10.3

11.2

11.0 11.6

9.39.2

8.8 8.8

8.9 8.8

8.8

8.8

8.8

9.2

9.9

8.7

8.3

8.3

8.3

7.27.2

7.17.4

7.17.3

6.4

7.3

7.8

7.67.4

7.2

7.8

8.2

8.6

8.3

7.9

7.8

8.7

8.4

8.2

8.2

8.4

7.6

7.8

8.3

8.3

7.8

8.1

7.7

7.6

7.6

7.8

7.7

8.2

6.5

6.9

7.3

7.3

7.3

7.1

7.0

6.8

6.9

6.8 6.7

7.2

7.8

7.7

7.6

8.2

9.0

10.3

10.1

10.8

9.9

9.6

9.3

11.3

6.3

12.16.5

6.6

6.1

5.7

5.8

5.6

6.6

6.8

6.4

6.2

6.3

6.6

6.8

7.0

6.8

7.3

7.2

7.2

7.3

7.7

10.8

7.9

7.6

7.9

7.3

9.2

7.7

7.9

7.9

7.8

7.3

7.2

7.3

7.4

7.5

10.9

6.8

7.2

7.4

6.9

6.3

7.8

7.8

7.6

7.3

7.1

7.2

9.6

8.1

7.8

7.0

10.8

8.6

ESD

6"CURB

6"CURB

6"CURB

6"CURB

6"CURB

6"CURB

6"CURB

6"CURB

6"CURB

6"CURB

CONC WALK

EXISTING R/W

EXISTIN

G R/

W

EXISTIN

G R/

W

EXISTIN

G R/

W

EXISTING

R/W

EXISTING

R/W

EXISTIN

G R/

W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXIS

TING R/

W

EXIS

TING R/

W

PL

PL

PL

PL

PL

PL

PL

PL

PL

P L

EXISTING R/W

EXISTING R/W

DRAINAGE EASEMENT

EXIST. VARIABLE WIDTH

CONTROL EASEMENT

WIDTH TRAFFIC

EXIST. VARIABLE

BOLLARDBOLLARD

BOLLARD

18" RCP

ESD

15"

RCP

ES

D

12" PVCESD

INV=6.25(E)

INV=5.90(NW)

RIM=8.50

DI #70

S 55°53'26"

E 647.76'

N 16°21'26"

E 270.75'

N=3,498,974.720E=12,188,592.710

PIN & CAP #806

BACK OF CURB

CUT SQUARE ON THE

ELEV=9.42

TBM #8000

145+00

147+00

148+00

END LESNER BRIDGE SURVEY BASELINE 148+99.94

(INST. #20061101001659730)

EXISTING 15'X15' UTILTIY EASEMENT

EAS

EMENT (IN

ST.

#20061101001659730)

EXIS

TING 1'

NO IN

GRESS/EGRESS

LOT 1E-1LOT 1E-2

LOT 1E-3

LOT 1E-4

LOT 1E-5LOT 1E-6

PL

PL

PL

PL

PL

6.84

6.23

5.74

5.98

5.76.1

5.5

6.0

GATE POST(2)

POST

GRAVEL SURFACE

PIN IN CONC(F)

CB #1-2077

INV=-1.20(ENE) 10" PVC

INV=-1.17(WSW) 8" PVC

RIM=6.43

SMH #11-5000

10" PVC

ES

8" PVC

ES

SMH #11-5000

36" RCPESD

(D.B. 2310, PG. 1246)

(D.B. 2310, PG. 1242)

INGRESS/EGRESS

EXISTING PERPETUAL EASEMENT FOR

GPIN # 1489-88-8921

M.B. 7, PG. 167

INSTR. #200503280045195

SHORE DRIVE PARKING, L.L.C

N/F

GPIN:1489-88-0675

MB.186 PG. 2

INST.#200403260048380

3319 SHORE DR.

HARBOR PRESERVE LLC

NOW OR FORMERLY

GPIN:1489-88-2662

MB.8 PG. 103

INST.#200401220012475

3323 SHORE DR.

3323 SHORE DRIVE LLC

NOW OR FORMERLY

GPIN:1489-88-4699

MB.70 PG. 39

WB.88 PG.578

VISTA CIR

ELIZABETH ATHEY HEDLUND

NOW OR FORMERLY

GPIN:1489-79-9060

INST. #20061101001659730 (PLAT)

INST. #200508160129989

INST. #200508160129988

INST. #200508160129971

TERRY COMPANIES FIVE, L.L.C.

NOW OR FORMERLY

CB

CB

CB

CB

CB

CB

FO

TRV

WW

CTV

TRV

TRV

TRV

FO

TRV

CB

PI = 44+11.27

T = 237.37'L = 467.56'R = 1,100.00'41+73.91

PC =PT =46+41.47

42

43

44

45

46

PT 46+4

1.47

47

48

Curve C-3

LConstruction B

STA 48+39.82 Shore Drive

End Construction

Building Footprint

Proposed Point Chesapeake

Emergency Access

Proposed Point Chesapeake

PC 41+73.9

1

Shore Drive Construction BL

PI

PO

T 48+7

5.0

0

N 68° 39' 21" E

233.53'

E 12188765.52N 34989997.98

49

CITY OF VIRGINIA BEACH

DEPARTMENT OF PUBLIC WORKS

ENGINEERING DIVISION

DRAWN BY

APPROVED BY

DESIGNED BY

DATE

PROJECT ENGINEER SHEET NO.

SHEET OFDAB

MAA

CIP No.2-168

LESNER BRIDGE REPLACEMENT

CIT

YOF

VIRGINIABEACH

VIRGINIA

RUOFOSKRA

MD

NA

L

NAT ON'S

BE

GN

NN

G

KBB

NO. REVISIONDATE

D. BRADSHAW

8/1/13FINAL BID DOCUMENTSR4-7

24" x 30"

14'

12'

12'

12'

14'

12'

12'

ONLYONLY

Stop Bar24" Solid White

Stop Bar24" Solid White

Edge Line12" Solid White

Vista Circle

Cherry T

ree Place

Page

Avenue

Lane Line6" White Solid

Shore Drive

Lane Line4" White Broken

Stop Bar24" Solid White

Edge Line4" Yellow Solid

Lane Line4" White Broken

8'

8'

8'

14'

1'

1'

Mini-Skip Line6" White

Edge Line4" Yellow Solid

1'

1'

Lane Line6" White Solid

Barrier Lines4" Yellow Two Way

Edge Line12" Solid White

Edge Line12" Solid White

(TYP)24" Yellow Gore Markings

9(8)

Matc

h Line S

TA 41+50 See Sheet 9(7)

STA 41+50 - 48+00PAVEMENT MARKINGS AND SIGN PLAN

0

SCALE

25' 50'

*Note: Unless otherwise noted, all existing signs to remain.

Reflective Pavement Marker Legend

White

Raised Blue

Yellow

Yellow / Yellow

Yellow / Red

White / Red