UNITS

U.S. CUSTOMARY

CONSTRUCTION PLANS FOR:

CONTRACT NUMBER:

FEDERAL AID PROJECT NUMBER:

COUNTY: M.R. #:

DEPARTMENT OF TRANSPORTATION

THE STATE OF DELAWARE

DESIGN DESIGNATION

MRD #:

FUNCTIONAL CLASS:

TYPE OF CONSTRUCTION:

A.A.D.T. PROJECTED:

YEAR:

YEAR:

ROAD NAME:

D.H.V. PROJECTED:

DESIGN SPEED:

TRUCKS:

DIRECTION OF DISTRIBUTION:

A.A.D.T. CURRENT:

YEAR:

APPROVED DESIGN EXCEPTIONS

ASSOCIATED CONTRACTS

DESIGN PARAMETER REQUIRED PROVIDED DATE

CONTRACT NO. CONTRACT NAME

N

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BEARING THE "WRA" SECTION DESIGNATION.

THIS SEAL APPLIES TO ALL SHEETS DATE

SEAL

Whitman, Requardt and Associates, LLP Engineers Architects Environmental Planners Est. 1915

MIDDLETOWN

LITTLE CREEKDOVER

GENERAL LOCATION OF CONTRACT

WILMINGTON

NEW CASTLE

ELSMERE

NEWPORT

STANTON

BELLEFONTE

ARDEN

TALLEYVILLE

CENTERVILLE

YORKLYN

HOCKESSIN

NEWARK

GLASGOW

BEAR

DELAWARE CITY

ODESSA

TOWNSEND

CLAYTON SMYRNA

WOODLAND BEACH

LEIPSIC

CHESWOLDKENTON

HARTLY

CAMDEN

WYOMING

WOODSIDE

VIOLA

BOWERS BEACH

FREDERICA

FELTON

MAGNOLIA

HARRINGTON

HOUSTON

MILFORD

SLAUGHTER BEACH

BROADKILL BEACH

ELLENDALE

FARMINGTON

GREENWOOD

BRIDGEVILLE

SEAFORD

BLADES

BETHEL

LAUREL

GEORGETOWN

MILTON LEWES

HENLOPEN ACRES

REHOBOTH BEACH

DEWEY BEACH

INDIAN RIVER INLET

BETHANY BEACH

SOUTH BETHANY

VIEW

MILLVILLE

OCEAN

FRANKFORD

DAGSBORO

MILLSBORO

DELMAR

SELBYVILLE FENWICK ISLAND

MARYLAND

S U

S S

E X

K E

N T

M A

R Y

L A

N D

N E

W

C A

S T

L E

NEW JERSEY

PENNSYLVANIA

D E

L A

W A

R E

R I

V

R

D E L A

W

A R E

N

B A

Y

A T

L A

N T I

O

E A

N

3 95

13BR

141 100

30140

1 13

42 300

42300

1 1

1 1

13A

1 13

1 13A

13A

1 1315

1 13

13BR

1 13

9BR

1A

1 13

9 20

50 M.P.H.

2050 57%

T202604601

ESTP-S321(3)

RUST RD

SHOP

DR

L E S T E R

L A

G W

N

E

SANDHILL

MHP

S A

D

H

IL

L

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LOCATION MAP

NOT TO SCALE

SUSSEX

MRD #:

FUNCTIONAL CLASS:

TYPE OF CONSTRUCTION:

A.A.D.T. PROJECTED:

YEAR:

YEAR:

ROAD NAME:

D.H.V. PROJECTED:

DESIGN SPEED:

TRUCKS:

DIRECTION OF DISTRIBUTION:

A.A.D.T. CURRENT:

55 M.P.H.

YEAR:

57%

URBAN MAJOR COLLECTOR

RECONSTRUCTION

RECONSTRUCTION

3,600

5,100

LEWES GEORGETOWN HIGHWAY (US 9)

6407003 WOOD BRANCH ROAD PAVEMENT REHAB

191A US 9 TR, GEORGETOWN LIMITS TO US 113

1794 US 9 SR 18 SUSSEX 319 TO HARBESON (SR 5)

177 SPRINGFIELD ROAD, GEORGETOWN TO SR 30

1008 GEORGETOWN AIRPORT ROAD (PARK AVENUE) (OLD S 330)

1808 S 249 (SHINGLE POINT ROAD), SR 18 TO SR 5

URBAN PRINCIPAL ARTERIAL

16,400

20,300

2,400

318, 318A, 321

PARK AVENUE RELOCATION PHASE 1T202004601

MRD #:

FUNCTIONAL CLASS:

TYPE OF CONSTRUCTION:

A.A.D.T. PROJECTED:

YEAR:

YEAR:

ROAD NAME:

D.H.V. PROJECTED:

DESIGN SPEED:

TRUCKS:

DIRECTION OF DISTRIBUTION:

A.A.D.T. CURRENT:

55 M.P.H.

YEAR: 2050

RECONSTRUCTION

LOCAL

249 SHINGLE POINT ROAD (ROAD 249)

PARK AVENUE (US 9 TRUCK, ROAD 318, 318A, 321)

1,900

1,300

62%

10%

S318, S318A, S321, S18, S249

STATION 278+32

BEGIN CONTRACT

STATION 500+90

LIMIT OF CONTRACT

STATION 384+29

END CONTRACT

STATION 555+05

LIMIT OF CONTRACT

STATION 522+98

LIMIT OF CONTRACT

MRD #:

FUNCTIONAL CLASS:

TYPE OF CONSTRUCTION:

A.A.D.T. PROJECTED:

YEAR:

YEAR:

ROAD NAME:

D.H.V. PROJECTED:

DESIGN SPEED:

TRUCKS:

DIRECTION OF DISTRIBUTION:

A.A.D.T. CURRENT:

40 M.P.H.

YEAR: 2050

RECONSTRUCTION

LOCAL

1,900

1,300

62%

10%

WOOD BRANCH ROAD (ROAD 321)

9%

11%

DATEDIRECTOR OF TRANSPORTATION SOLUTIONS

APPROVED FOR ADVERTISEMENT

ADVANCED CLEARING & GRUBBING

PARK AVENUE RELOCATION, PHASE 2

ROGERS DEV

SWITCH

SAULSBURY

H

DEL

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10/27/2025

11/05/2025

260+00

265+

295+00 300+0

305+0

310+0

315+0

320+

5+

0+

5+

0+

5+

0+

5+

0+

5+

0+

5+

0+

500+00

505+00

510+00

515+00

520+00

525+00

40+00

70+00

80+00

90+00

555+00

550+00

530+00

50+00

+0

0+00

CONTRACT

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N

-0

\C

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T202604601

PARK AVENUE RELOCATION,

PHASE 2 ADVANCED

CLEARING & GRUBBING

G

N

4 5

WRA

(US 9

TRUCK,

S 3 21)

PARK A

VENUE

NANTICOKE AVENUE

SUSSEX AVENUE

ANN LANE

PRIMROSE LANE

800 1200

SCALE

FEET

FRENCH ROAD

(S 249)

SHINGLE POINT ROAD

LEW

ES GEORGETOW

N HIGHW

AY (US 9, S 18)

SPRINGFIELD ROAD (S 47)

WOOD BRANCH ROAD (S 321)

CEDAR LANE (S 318)

(US 9 TRUCK, S 321)

PARK AVENUE

(U S 9 T

R U C K , S 318, S

318A

P A R K A

V E N U E

(US 9

TRUCK,

S 3 21)

PARK A

VENUE

INDEX OF SHEETS

(S 320)

STEINER ROADRAILROAD

DELMARVA CENTRAL

WOOD BRANCH ACCESS ROAD

N/AN/A

Z. GREGORY

B. ABRAHAMSEN

CONTRACT

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N

-0

\C

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T202604601

PARK AVENUE RELOCATION,

PHASE 2 ADVANCED

CLEARING & GRUBBING 3

WRA

ADDENDA AND

REVISIONS

NOT TO SCALE

N/AN/A

ADDENDUM PREPARED BY

XX, XX-XX, XX

SHEETS CHANGED UNDER ADDENDUM #X:

THIS SEAL APPLIES TO THE FOLLOWING

DATE

SEAL

Whitman, Requardt and Associates, LLP Engineers Architects Environmental Planners Est. 1915

REVISION PREPARED BY

XX, XX-XX, XX

SHEETS CHANGED UNDER REVISION #X:

THIS SEAL APPLIES TO THE FOLLOWING

DATE

SEAL

Whitman, Requardt and Associates, LLP Engineers Architects Environmental Planners Est. 1915

S.D.F.

P L

FOR CHANNELIZATION ISLANDS.)

P.C.C. SIDEWALK - 6" (USE 8" DEPTH

P.C.C. SIDEWALK - 4"

TOPSOIL, SEED AND MULCH

PAVEMENT REMOVAL -

PAVEMENT PATCH

LIMIT OF CONSTRUCTION

LATERAL OFFSET

CONSTRUCTION BASELINE

CLEAR ZONE

BUTT JOINT

BRICK PATTERNED SURFACE

ADJUST BY CONTRACTOR

ADJUST BY OTHERS

CONCRETE SAFETY BARRIER

CONVERT TO JUNCTION BOX

CONVERT TO DRAINAGE MANHOLE

DO NOT DISTURB

ENERGY DISSIPATOR

FILL WITH FLOWABLE FILL

RELOCATE BY CONTRACTOR

RELOCATE BY OTHERS

RELOCATE BY PROPERTY OWNER

REMOVE BY CONTRACTOR

REMOVE BY TRAFFIC CONTRACTOR

REMOVE BY OTHERS

LANDSCAPE PLANTINGS

B.M.

T.P.

E

EM

G

G.M.

G.V.

G.P.

S

S.V.

S.C.O.

B

J.W.

U

F.H.

W.M.

WV

D.I.

J.B.

C.B.

D

SIZE/TYPE LABEL

F.P.

LAMP

MB

P.M.

WL

C.M.

I.P.

100+00

TCE

RTE

R/W-DA

R/W

LOC

LO

100+00

CZ

A

C

A

O

B

XXX

CJB

XXX

CMH

XXX

PC

XX

PC-N

XXX

DND

ED

XXX

FF

C

RL

C

RL

O

RL

PO

RM

C

RM

O

M

XXX

LS

XXX

PEDESTRIAN CONNECTION / TYPE

ABANDON BY CONTRACTOR

ABANDON BY OTHERS

C

AB

AB

O

BEST MANAGEMENT PRACTICE

BUS STOP PAD / TYPE

BUS STOP WITH SHELTER PAD / TYPE

BSP

X

BSSP

X

BMP

XXXX

E

BARRIER, DOUBLE-FACED, PERMANENT

CURB & GUTTER, TYPE 1

CURB & GUTTER, TYPE 2

CURB & GUTTER, TYPE 3

CURB OPENING - SUMP / ON GRADE

CURB OPENING WITH SIDEWALK

SURVEY CONTROL & MONUMENTATION

EXISTING PROPOSED IDFEATURE DESCRIPTION

EXISTING PROPOSED IDFEATURE DESCRIPTION

CURB, TYPE "X"

C&G, TYPE "X"

MANMADE ROADSIDE FEATURES

DRAINAGE FEATURES

EXISTING PROPOSEDFEATURE DESCRIPTION

UTILITY FEATURES

EXISTING PROPOSEDFEATURE DESCRIPTION

NATURAL ROADSIDE FEATURES

EXISTING PROPOSEDFEATURE DESCRIPTION

RIGHT-OF-WAY FEATURES

PROPOSEDFEATURE DESCRIPTION

MISCELLANEOUS FEATURES

TEST LEVEL 4 / TEST LEVEL 5

BARRIER, SINGLE-FACED, PERMANENT,

EXISTINGFEATURE DESCRIPTION

IDFEATURE DESCRIPTION

IDENTIFIERS

RIGHT-OF-WAY MONUMENT

WITHOUT DETECTABLE WARNING SYSTEM

PEDESTRIAN CONNECTION / TYPE

BOLLARD - STEEL POLE

BOLLARD - WOOD POST

CURB, TYPE 1 AND TYPE 3

CURB, TYPE 2

FENCE - CHAINLINK OR STRANDED

FENCE - STOCKADE OR SPLIT RAIL

FLAG POLE

GUARDRAIL - STEEL BEAM, TYPE 1

GUARDRAIL - STEEL BEAM, TYPE 2

GUARDRAIL - STEEL BEAM, TYPE 3

GUARDRAIL - WIRE ROPE

GUARDRAIL - END ANCHORAGE

GUARDRAIL - END TREATMENT, TYPE 1

GUARDRAIL - END TREATMENT, TYPE 2

GUARDRAIL - END TREATMENT, TYPE 3

GUARDRAIL - IMPACT ATTENUATOR

LAMP AND POST - RESIDENTIAL

MAILBOX

PARKING METER AND POST

PAVEMENT - FLEXIBLE

PAVEMENT - RIGID

PILE - BRIDGE

PILLAR OR MISCELLANEOUS POST

TRAFFIC SIGN AND POST

WALL - BRICK OR BLOCK

WALL - STONE

BIOFILTRATION SWALE

DITCH OR STREAM CENTERLINE

DIRECTIONAL STREAM FLOW ARROW

DRAINAGE INLET

DRAINAGE JUNCTION BOX

DRAINAGE MANHOLE

DRAINAGE PIPE HEADWALL

DRAINAGE PIPE AND FLOW ARROW

FLARED END SECTION

RIPRAP - AREA FEATURE

RIPRAP - LINEAR FEATURE

SAFETY END SECTION

UNDERDRAIN

UNDERDRAIN OUTLET

WELL HEAD

WATER VALVE

WATER METER

WATER - FIRE HYDRANT

UTILITY TEST HOLE LOCATION

UTILITY POLE

UTILITY POLE GUY WIRE ANCHOR

UTILITY BOX

TRAFFIC - SIGNAL POLE AND BASE

TRAFFIC - SIGNAL CABINET & BASE

TRAFFIC - PEDESTRIAN POLE & BASE

TRAFFIC - LIGHT POLE AND BASE

TRAFFIC - CONDUIT JUNCTION WELL

TELEPHONE BOOTH

SOIL BORING LOCATION

SIGNALIZATION - UNDERGROUND

SEPTIC DRAIN FIELD

SANITARY SEWER CLEANOUT OR VENT

SANITARY SEWER VALVE

SANITARY SEWER MANHOLE

RAILROAD TRACKS

MANHOLE - UNDETERMINED OWNER

LUMINAIRE - POLE MOUNTED

LIGHTING - UNDERGROUND

ITMS - UNDERGROUND

IRRIGATION - UNDERGROUND

GAS PUMP - SERVICE STATION

GAS VALVE

GAS METER

GAS MANHOLE

ELECTRIC TRANSFORMER

ELECTRIC METER

ELECTRIC MANHOLE

HEDGEROW OR THICKET

MARSH BOUNDARY LINE

TREE - CONIFEROUS

TREE - DECIDUOUS

TREE STUMP

SHRUBBERY

WETLAND BOUNDARY - DELINEATED

WOODS LINE BOUNDARY

DENIAL OF ACCESS

EASEMENT - OTHERS

PERMANENT EASEMENT

PROPERTY LINE

PROPERTY MARKER - CONCRETE

PROPERTY MARKER - IRON PIPE

RIGHT-OF-WAY BASELINE

RIGHT-OF-WAY LINE

RIGHT-OF-WAY & DENIAL OF ACCESS

RIGHT-TO-ENTER

TEMPORARY CONSTRUCTION EASEMENT

POINT OF CURVATURE OR TANGENCY

POINT OF INTERSECTING TANGENTS

SURVEY BENCHMARK LOCATION

SURVEY NGS POINT LOCATION

SURVEY TIE POINT LOCATION

SURVEY TRAVERSE POINT

RM

TC

WELL

DA

R/W-DA

EASEMENT TYPE

PE

100+00

R/W

R/W-DA

TCETCE

100+00100+00100+00

TCETCETCETCETCE

DELMARVA POWER ELECTRIC - UNDERGROUND

DELMARVA POWER ELECTRIC - OVERHEAD

COMCAST (DIRECT BURIED) - UNDERGROUND

COMCAST (FIBER OPTIC) - UNDERGROUND

COMCAST - OVERHEAD

VERIZON (DIRECT BURIED) - UNDERGROUND

VERIZON (FIBER OPTIC) - UNDERGROUND

VERIZON - OVERHEAD

PRIVATE (ELECTRIC) - UNDERGROUND

PRIVATE (WATER) - UNDERGROUND

VERIZON (FROM PHASE 1) - UNDERGROUND

EAST. SHORE NAT. GAS - UNDERGROUND

DELAWARE ELECTRIC CO-OP - OVERHEAD

DELAWARE ELECTRIC CO-OP - UNDERGROUND

VER-FO(A)

ESNG-G(A)

DP-E(A)

COM-FO(A)

COM-C(A)

DEC-E(A)

PVT-E(A)

PVT-W(A)

VER-C(A)

CU-G(A)CHESAPEAKE GAS - UNDERGROUND

COMMUNICATIONS DISTRIBUTION BOX

T

TCOMMUNICATIONS TEST POINT

COMMUNICATIONS MANHOLE C

CT

CD TV

UTILITY FEATURES (CONTINUED)

UMUTILITY MARKER

SANITARY - UNDERGROUND

UNKNOWN UNK (A)

CLEARING

CLEARING AND GRUBBING

CLEARING AND GRUBBING

TREE TRIMMING

CONTRACT

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N

-0

\C

A D

D \C le a r in g

C o n t r a c t \L

G .d g n

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SUSSEX

T202604601

PARK AVENUE RELOCATION,

PHASE 2 ADVANCED

CLEARING & GRUBBING 4

WRA

LEGENDNOT TO SCALE

N/A

CD TV

N/A

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N

-0

\C

A D

D \C le a r in g

C o n t r a c t \P

N P

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T202604601

PARK AVENUE RELOCATION,

PHASE 2 ADVANCED

CLEARING & GRUBBING 5

WRA

NOTES

SECTION 900

GENERAL NOTES

NONE

SELECTED BY THE ENGINEER.

ASCII DATA FILES WITH COORDINATES AND ELEVATIONS FOR PROPOSED POINTS AS

CROSS SECTIONS

PROJECT FILES THAT WILL BE MADE AVAILABLE TO THE CONTRACTOR, INCLUDE:3.

PROJECT NOTES

SECTION 100

SECTION 200

( X )

NOT TO SCALE

N/AN/A

RIGHT-OF-WAY PLANS

OF THE ENGINEER, SHALL BE REPAIRED AND/OR REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE.

ANY DAMAGE TO ITEMS NOTED TO BE RELOCATED OR RESET BY THE CONTRACTOR, AT THE DISCRETION1.

DESIGN FILE, IN .DGN FILE FORMAT, THAT CONTAINS 3D TRIANGLES REPRESENTING THE EXISTING SURFACE.

3D FEATURE LINES ARE FOR THE PROPOSED TOP SURFACE ELEVATION ONLY.

DESIGN FILE, IN .DGN FILE FORMAT, THAT CONTAINS 3D FEATURE LINES FOR THE PROPOSED DESIGN.

ELECTRONIC DESIGN DATA FILES THAT WILL BE MADE AVAILABLE TO THE BIDDERS INCLUDE:2.

CONTRACTOR'S RESPONSIBILITY TO REVIEW THE DESIGN DATA FILE AND DETERMINE THE LIMITS OF THE PROJECT INCLUDED.

NOTE: THERE MAY BE SOME AREAS OF THE PROJECT NOT INCLUDED IN THE ELECTRONIC DESIGN DATA FILE(S). IT IS THE

DELIVERY OF ANY ELECTRONIC PROJECT FILES.

NOTE: THE DOCUMENT ENTITLED "ELECTRONIC FILE SHARING RELEASE" MUST BE SIGNED BY ALL PARTIES PRIOR TO THE

METHODS ARE TO BE REMOVED OR DISTURBED.

ONLY EXISTING FEATURES WITHIN THE LOC INDENTIFIED WITH REMOVE BY CONTRACTOR OR BY OTHER5.

Z. GREGORY

B. ABRAHAMSEN

DEPARTMENT'S STORMWATER ENGINEER OR THE APPROPRIATE CONSTRUCTION ENGINEER.

OF THE GENERAL PERMIT OR THE NOI CAN BE OBTAINED UPON REQUEST FROM EITHER THE

IN EACH OF THE CONSTRUCTION OFFICES AND THE DEPARTMENT'S STORMWATER SECTION. A COPY

THIS CONSTRUCTION PROJECT. A COPY OF THE NPDES GENERAL PERMIT AND NOI IS KEPT ON FILE

PLANS WILL CONSTITUTE COMPLIANCE WITH THE NPDES INDUSTRIAL PERMITTING REQUIREMENTS FOR

GENERAL PERMIT, COMPLIANCE WITH DELDOT'S APPROVED SEDIMENT AND STORMWATER MANAGEMENT

THIS PROJECT IS COVERED UNDER AN NPDES GENERAL PERMIT FOR CONSTRUCTION. UNDER THE6.

DEPARTMENT OF TRANSPORTATION "STANDARD CONSTRUCTION DETAILS", DATED 2025.

TRANSPORTATION "STANDARD SPECIFICATIONS", DATED JANUARY 2025 AND THE DELAWARE

THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE DELAWARE DEPARTMENT OF1.

MISCELLANEOUS

THE CONTRACTOR SHALL NOT DISTURB EXISTING MAILBOXES.4.

( X )

THE PILOT'S NAME AND THE PILOT'S CONTACT NUMBER DURING THE FLIGHT.

INFORMATION: THE REGISTRATION NUMBER OF THE UAV, THE FLIGHT TIME, LOCATION OF THE FLIGHT, AERIAL VEHICLE (UAV) FLIGHTS. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE THE FOLLOWING

THE CONTRACTOR SHALL CONTACT THE DELAWARE TMC AT 302-659-4600 PRIOR TO ANY UNMANNED2.

SURVEYS AND OBTAIN APPROVALS IS NOT EXCUSABLE.

WITH MUNICIPALITIES AND COUNTIES IS NOT COMPENSABLE AND THE TIME TO COMPLETE THE

WILL BE PROVIDED BY THE ENGINEER UPON REQUEST. NIGHT WORK, SURVEYS, AND COORDINATION

ALL MUNICIPALITIES AND CONTY GOVERNMENTS. METHOD AND FORMAT OF NIGHT WORK SURVEYS

FROM THE ENGINEER, ACCEPTABLE RESPONSES ON NIGHT WORK SURVEYS, AND ACCEPTANCE FROM

NIGHT WORK IS NOT PERMITTED ON THIS PROJECT UNLESS THE CONTRACTOR OBTAINS: APPROVAL 3.

TO STARTING WORK WITHIN THESE AREAS.

ON THE EROSION AND SEDIMENTATION CONTROL PLANS MUST BE APPROVED BY THE ENGINEER PRIOR

WITHIN THE LIMITS OF CONSTRUCTION BUT OUTSIDE OF THE LIMITS OF DISTURBANCE AS IDENTIFIED

ADDITIONAL AREAS IDENTIFIED FOR STAGING STOCKPILING, OR OTHER CONSTRUCTION ACTIVITIES7.

265+00

270+00

275+00

280+00

285+00

290+00

295+0

0+

5+

0+

P C C .5

P T

1+

.6

P C

1+

.2

P C C .6

P T

.1

P C

.0

P T .9

P C

.2

P T 11+

.7

P C 11+

.4

P I .6

P I 3

.5

P I .6

P I .2

P I 3

1.0

P I .1

R/C

TP5

R/C

TP100

R/C

TP9

R/C

TP133

GPS MARKER

TP6

R/C

TP136

P O

B P

C C .9

P O E 1+

.0

P T .0

50+00

55+00

60+00

65+00

70+00

75+00

80+00

85+00

+00

+00

0+

5+

P C

.4

P T

.8

P C

.1

P T

.5

P C

.3

6 PT 9

.6

P I .7

P I .5

P O B P C .0

POB 40

+00.

P O B

.0

50+

POE 48

+00.

R/C

TP282 R/C

TP281

R/C

TP280

MON

CONC

TP283

P I 5

.9

P C

1.7

PT 54+93.22 POE 56+61.73

P I .4

P I .8

P I 1.

CONTRACT

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N

-0

\C

A D

D \C le a r in g

C o n t r a c t \H

V P

A R

K A

V E P

H A

S E .d g n

:2

:3

P

M

/2

/2

SUSSEX

T202604601

PARK AVENUE RELOCATION,

PHASE 2 ADVANCED

CLEARING & GRUBBING

N

WRA

HORIZONTAL AND

VERTICAL CONTROL

S 88°54'12.78" E

N

°4 6' .5 0" E

N 83°21'03.86" E

N 23°33'36.60" E

10007

10019

POINT NO. STATION OFFSET NORTHING EASTING

275+00.00 0.00' 248446.4818 673371.5009

305+00.00 0.00' 249556.8422 675801.1027

OFFSET NORTHINGSTATION

10098

POINT NO. EASTING

50+00.00 0.00' 247839.7354 673924.1520

400 600

SCALE

FEET

(US 9 TRUCK, S 318, S 318A)

PARK AVENUE

BASELINE PARK AVENUE (US 9 TRUCK, S 318)

CONSTRUCTION AND RIGHT OF WAY

BASELINE PARK AVENUE (US 9 TRUCK, S 318A)

CONSTRUCTION AND RIGHT OF WAY

S 318A, S 321)

PARK AVENUE (US 9 TRUCK, S 318,

ALIGNMENT CONTROL

CONSTRUCTION & R/W BASELINE

BASELINE PARK AVENUE (US 9 TRUCK, S 321)

CONSTRUCTION AND RIGHT OF WAY

WOOD BRANCH ROAD (S 321) STA 56+61.73

PARK AVENUE (US 9 TRUCK, S 321) STA 282+74.97 =

(U S

TR

U

CK,

S

PARK

AVEN

U E

2 3

N 81°08'20.00" E

S 88°49'57.45" E

N 77°41'00.00" E

N °5

3' .0 0" E

(US 9 TRUCK, S 318)

BASELINE PARK AVENUE B

EXISTING RIGHT OF WAY

10099 56+61.73 0.00' 248434.1108 674146.3514

M A T C H

LIN

E

- S

T A . 314+00

NEGATIVE (-) DENOTES LEFT OFFSET.

SEE SHEETS 9 TO 12 FOR CURVE DATA CHARTS.

2.

1.

NOTES:

DATUM REFERENCE:

VERTICAL - THIS PROJECT IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88 BASED ON MODELED GEOID 12A).

1983 (NAD 83 / 2011 / EPOCH 2010.00).

HORIZONTAL - THIS PROJECT IS REFERENCED TO THE DELAWARE STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF

BASELINE WOOD BRANCH ROAD (S 321)

CONSTRUCTION AND RIGHT OF WAY

WOOD BRANCH ROAD (S 321)

CONSTRUCTION & R/W BASELINE ALIGNMENT CONTROL

N 38°20'15.41" E

RO

A D

(S

W O

O D

BRA

CH

10127

N 0°32'37.56" W

10099

N/AN/A

R/C

TP280

275+00

350+00 355+00 360+00 365+00 370+00 375+00 380+00

P C

.5

P T

1+

.1

P C

.9

P T

.5

P C

.4

P T

.1

POE 3

+2 8.7

P I .3

P I .7

P I .7

P I .3

P I .3

P I .7

R/C

TP146

R/C

TP148

R/C

TP151

R/C

TP149

R/C

TP11

P O

B

.0

P O E

1+ .0

P C

1.

5+00

5+0010+0015+0020+0025+0030+0035+00

POB

0+

.00

P I .5

PC 1

+17 .23

PT

+73

.90

PC

+46

.16

PT

7+ .49

POE 1

+00 .20

PI 113+45.92

PI

3+ .69

0+

R/C

TP144

POB 5

+0 0.0

PC 5

+6 1.7

PT

3+ .94

PC

6+ .8

PT 5

+5 9.9

PI

2+9 6.8

PI

+7

0.3

PI

11+ .43

PI

6+ .75

0+

555+00

PCC

1+ .59

POE 5

+0 0.0

PCC 5

+1 3.6

CONTRACT

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N

-0

\C

A D

D \C le a r in g

C o n t r a c t \H

V P

A R

K A

V E P

H A

S E .d g n

:2

:3

P

M

/2

/2

SUSSEX

T202604601

PARK AVENUE RELOCATION,

PHASE 2 ADVANCED

CLEARING & GRUBBING

315+00

320+00 325+00 330+00 335+00 340+00 345+00

P T

.6

P C

.1

P T

.8

P C

.3

P T

1+

.7

P C

1+

.2

P T

1+

.2

P I 1+

.0

P I 1+

.2

P I 3

1.0

P I .6

P I .6

P C

C

1.

R/C

TP138

R/C

TP140

R/C

TP142

40+0045+0050+0055+0060+00

65+00

P I .1

P I .8

P C

.9

P T

.8

P I .3

P O

E

.6

M A T C

H L

IN

E

- S

T A . 3

(T

H

IS

S

H E E T

N

M A T C

H L

IN

E S

T A T

H

IS

S

H E E T

PARK AVENUE (US 9 TRUCK, S 321)

BASELINE PARK AVENUE (US 9 TRUCK, S 321)

CONSTRUCTION AND RIGHT OF WAY

BASELINE PARK AVENUE (US 9 TRUCK, S 321)

CONSTRUCTION AND RIGHT OF WAY

PARK AVENUE (US 9 TRUCK, S 321)

WRA

HORIZONTAL AND

VERTICAL CONTROL

N 24°16'01.94" E

N 7°02'40.16" E N 7°43'02.05" E

N 7°43'02.05" E N 7°21'11.14" E

N 7°38'53.91" E N 7°09'05.70" E

N 7°20'34.09" E

10039

10044

10049

10050

10063

PARK AVENUE (US 9 TRUCK, S 321)

ALIGNMENT CONTROL

CONSTRUCTION & R/W BASELINE

POINT NO. STATION OFFSET NORTHING EASTING

355+00.00 0.00' 254392.5898 676891.4803

360+00.00 0.00' 254888.4779 676955.4722

380+00.00 0.00' 256871.9521 677211.9767

335+00.00 0.00' 252410.0167 676628.0833

345+00.00 0.00' 253401.3003 676759.8149

384+28.79 0.00' 257297.2242 677266.7783 10064

POINT NO. STATION OFFSET NORTHING EASTING

500+00.00 0.00' 256935.4239 676203.6601

10080

10065

533+00.00 0.00' 258060.5129 679303.1247

400 600

SCALE

FEET

LEWES GEORGETOWN HIGHWAY (US 9, S 18)

ALIGNMENT CONTROL

CONSTRUCTION & R/W BASELINE

SHINGLE POINT ROAD (S 249)

N 72°06'29.80" E

LEWES GEORGETOWN HIGHWAY (US 9, S 18)

CONSTRUCTION AND RIGHT OF WAY BASELINE

N 65°49'35.57" E

N 72°05'29.80" E

LEWES GEORGETOWN HIGHWAY (US 9, S 18) STA 511+23.17

PARK AVENUE (US 9 TRUCK, S 321) STA 384+28.79 =

N 7°29'17.52" E

H

IG

H W

A Y (U

S 9, S

18)

LE

W

E S G

E O

R G E T O

W N

HIGHWAY (US 9, S 18)

BASELINE LEWES GEORGETOWN

EXISTING RIGHT OF WAY

30065

N 23°53'59.00" E

S 23°53'59.00" W

S 7°08'51.00" W S 7°26'34.69" W S 7°31'10.00" W

S 7°31'10.00" W

S 7°20'28.00" W

N

°0

'2 .8 " E

N

°3

'2 .8 " E

N

°0

'2 .8 " E

(US 9 TRUCK, S 321)

BASELINE PARK AVENUE C

EXISTING RIGHT OF WAY

(US 9 TRUCK, S 321)

BASELINE PARK AVENUE B

EXISTING RIGHT OF WAY

(US 9 TRUCK, S 321)

BASELINE PARK AVENUE C

EXISTING RIGHT OF WAY

22 22 24 2423

21 21 23 2322 24

18 19 20

20 20191918

R/C

TP295

R/C

TP294

R/C

TP292

R/C

TP293

M A T C

H L

IN

E S

T A

NEGATIVE (-) DENOTES LEFT OFFSET.

SEE SHEETS 9 TO 12 FOR CURVE DATA CHARTS.

2.

1.

NOTES:

DATUM REFERENCE:

VERTICAL DATUM OF 1988 (NAVD 88 BASED ON MODELED GEOID 12A).

VERTICAL - THIS PROJECT IS REFERENCED TO THE NORTH AMERICAN

(NAD 83 / 2011 / EPOCH 2010.00).

PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983

HORIZONTAL - THIS PROJECT IS REFERENCED TO THE DELAWARE STATE

SHINGLE POINT ROAD DETAILS

SEE SHEET 8 FOR

R/C

TP296

N/AN/A

0+

1+00

2+00

3+00

4+00

5+00

6+00

7+00

1+

P I .6

P T

.7

P I .2

P C

.3

P T

.5

P O E

.1

P O

B /P

C

.0

P I .0

551+00

P C C 1+

1.

P T

1+

.2

552+00

P C

.0

P I .1

554+00

P T

.1

P C

.0

555+00

556+00

P I .0

557+00

553+00

P I 1+

.4

0+

P O B P C

.0

P T P

O E

.0

CONTRACT

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N

-0

\C

A D

D \C le a r in g

C o n t r a c t \H

V P

A R

K A

V E P

H A

S E .d g n

:2

:3

P

M

/2

/2

SUSSEX

T202604601

PARK AVENUE RELOCATION,

PHASE 2 ADVANCED

CLEARING & GRUBBING

WRA

HORIZONTAL AND

VERTICAL CONTROL

SHINGLE POINT ROAD (S 249)

N 30°54'16.11" E

N 36°03'05.69" E

LE

W

E S G

E O R G E T O

W N H

IG

H W

A Y (U

S 9,S 18)

N 38°04'29.99" E

N 30°48'29.99" E

LEWES GEORGETOWN HIGHWAY (US 9, S 18)

CONSTRUCTION AND RIGHT OF WAY BASELINE

SHINGLE POINT ROAD (S249)

CONSTRUCTION AND RIGHT OF WAY BASELINE

SCALE

FEET

30 60 90

N

DATUM REFERENCE:

VERTICAL - THIS PROJECT IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88 BASED ON MODELED GEOID 12A).

1983 (NAD 83 / 2011 / EPOCH 2010.00).

HORIZONTAL - THIS PROJECT IS REFERENCED TO THE DELAWARE STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF

SEE SHEETS 9 TO 12 FOR CURVE DATA CHARTS.1.

NOTES:

SHINGLE POINT ROAD (S 249)

EXISTING RIGHT OF WAY BASELINE

(US 9, S 18)

LEWES GEORGETOWN HIGHWAY

EXISTING RIGHT OF WAY BASELINE

LEWES GEORGETOWN HIGHWAY (US 9, S 18) STA 521+90.66

SHINGLE POINT ROAD (S 249) STA 550+00.00 =

N/AN/A

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N

-0

\C

A D

D \C le a r in g

C o n t r a c t \H

V P

A R

K A

V E P

H A

S E .d g n

:2

:3

P

M

/2

/2

SUSSEX

T202604601

PARK AVENUE RELOCATION,

PHASE 2 ADVANCED

CLEARING & GRUBBING

WRA

HORIZONTAL AND

VERTICAL CONTROL

NOT TO SCALE

R / W BASELINE ALIGNMENT CONTROL US 9

R / W BASELINE ALIGNMENT CONTROL PARK AVENUE C

R / W BASELINE ALIGNMENT CONTROL PARK AVENUE B

POINT NO. STATION OFFSET NORTHING EASTING

POINT NO. STATION OFFSET NORTHING EASTING

EASTINGNORTHINGOFFSETSTATIONPOINT NO.

30093

30094

30095 135+00.00

105+00.00

100+00.00

258046.8406

257014.1632

256860.4152 675971.5449

676447.3196

679260.7734

30036

30035

30034

30017

54+05.81

42+40.12

18+15.50

0+00.00

251930.3502 676567.9265

253086.2191 676718.9293

255489.9865 677036.2212

257290.6060 677268.1992

30083

30085

30086

30087

30089

30090

30091

45+00.00

35+00.00

30+00.00

25+00.00

15+00.00

10+00.00

5+00.00

252828.5278 676685.2645

253819.9734 676815.7832

254315.6737 676881.2145

254811.3740 676946.6459

255802.9015 677076.5348

256298.8030 677140.4229

256794.7045 677204.3110

30082 50+00.00 252332.7406 676620.4948

676313.9768250720.893566+50.63

30075

30076

30077

30078

30079

30080

50+00.00

55+00.00

70+00.00

95+00.00

100+00.00

105+00.00

671694.2096248297.2553

672188.2420248374.2752

248442.8939 673682.5437

249399.0882 675728.2409

249856.2162 675930.8095

250313.3441 676133.3781

30014 109+45.77 250720.8935 676313.9768

30014

30097 140+00.20 258200.5117 679736.7836

0.00'

0.00'

0.00'

0.00'

0.00'

0.00'

0.00'

0.00'

0.00'

0.00'

0.00'

0.00'

0.00'

0.00'

0.00'

0.00'

0.00'

0.00'

0.00'

0.00'

0.00'

0.00'

0.00'

0.00'

CIRCULAR CURVE NO. 1

NORTHINGSTATION EASTING

CIRCULAR CURVE NO. 2

NORTHINGSTATION EASTING

Tangent Direction: S 88°49'57.4495" E

Radial Direction: S 1°10'02.5505" W

Chord Direction: N 86°09'11.2753" E

Radial Direction: S 8°51'40.0000" E

Tangent Direction: N 81°08'20.0000" E

External: 11.01

Middle Ordinate: 10.96

Chord: 500.78

Tangent: 251.35

Length: 501.42

Degree of Curvature(Arc): 1°59'59.9999"

Delta: 10°01'42.5505" Right

Radius: 2864.79

PT (30107) 63+18.86 248456.7709 673001.5465

CC (30048) 245592.5764 672943.1818

PI (30060) 60+68.79 248461.8917 672750.2445

PC (30049) 58+17.44 248423.1732 672501.8903

Element: Circular

Tangent Direction: N 77°41'00.0000" E

Radial Direction: S 12°19'00.0000" E

Chord Direction: N 84°25'31.2753" E

Radial Direction: S 1°10'02.5505" W

Tangent Direction: S 88°49'57.4495" E

External: 13.30

Middle Ordinate: 13.21

Chord: 448.43

Tangent: 225.78

Length: 449.47

Degree of Curvature(Arc): 3°00'00.0001"

Delta: 13°29'02.5505" Left

Radius: 1909.86

PT (30110) 79+17.58 248476.9188 674596.8688

CC (30108) 250342.8199 674189.4679

PI (30061) 76+93.89 248428.7572 674376.2883

PC (30109) 74+68.11 248433.3570 674150.5581

Element: Circular

CIRCULAR CURVE NO. 3

NORTHINGSTATION EASTING

CIRCULAR CURVE NO. 4

NORTHINGSTATION EASTING

CIRCULAR CURVE NO. 6

NORTHINGSTATION EASTING

CIRCULAR CURVE NO. 5

NORTHINGSTATION EASTING

Tangent Direction: N 23°53'59.0000" E

Radial Direction: S 66°06'01.0000" E

Chord Direction: N 50°47'29.5000" E

Radial Direction: S 12°19'00.0000" E

Tangent Direction: N 77°41'00.0000" E

External: 86.84

Middle Ordinate: 77.45

Chord: 647.88

Tangent: 363.22

Length: 672.30

Degree of Curvature(Arc): 8°00'00.0018"

Delta: 53°47'01.0000" Left

Radius: 716.20

PT (30113) 90+45.65 248983.6974 675544.1675

CC ( 30111) 249273.8555 674889.3800

PI (30062) 87+36.58 248651.6225 675397.0141

PC (30112) 83+73.36 248574.1426 675042.1553

Element: Circular

Tangent Direction: S 23°53'59.0000" W

Radial Direction: N 66°06'01.0000" W

Chord Direction: S 15°31'25.0000" W

Radial Direction: N 82°51'09.0000" W

Tangent Direction: S 7°08'51.0000" W

External: 9.11

Middle Ordinate: 9.01

Chord: 246.03

Tangent: 124.34

Length: 246.91

Degree of Curvature(Arc): 6°47'04.7778"

Delta: 16°45'08.0000" Right

Radius: 844.49

PT (30038) 64+22.87 250929.1332 676406.2547

CC (30042) 251271.2675 675634.1747

PI (30063) 63+00.30 251042.8151 676456.6309

PC (30037) 61+75.95 251166.1926 676472.1023

Element: Circular

Tangent Direction: N 65°31'29.8000" E

Radial Direction: S 24°28'30.2000" E

Chord Direction: N 68°48'29.8000" E

Radial Direction: S 17°54'30.2000" E

Tangent Direction: N 72°05'29.8000" E

External: 9.42

Middle Ordinate: 9.41

Chord: 656.31

Tangent: 328.69

Length: 656.67

Degree of Curvature(Arc): 0°59'59.9987"

Delta: 6°34'00.0000" Left

Radius: 5729.58

PT (30022) 116+73.90 257410.4578 677551.4149

CC (30021) 262625.1877 675177.6669

PI (30065) 113+45.92 257274.2811 677252.2574

PC (30020) 110+17.23 257173.2093 676939.4895

Element: Circular

Tangent Direction: N 72°06'29.8000" E

Radial Direction: S 17°53'30.2000" E

Chord Direction: N 68°48'59.8000" E

Radial Direction: S 24°28'30.2000" E

Tangent Direction: N 65°31'29.8000" E

External: 9.47

Middle Ordinate: 9.45

Chord: 657.97

Tangent: 329.53

Length: 658.33

Degree of Curvature(Arc): 0°59'59.9987"

Delta: 6°35'00.0000" Right

Radius: 5729.58

PT (30088) 127+04.49 257802.4448 678503.7357

CC (30084) 252349.9542 680263.9723

PI (30066) 123+75.69 257701.2071 678190.1427

PC (30023) 120+46.16 257564.6840 677890.2243

Element: Circular

CIRCULAR CURVE NO. 8

NORTHINGSTATION EASTING

Tangent Direction: N 38^04'29.9942" E

Radial Direction: S 51^55'30.0058" E

Chord Direction: N 9^03'44.9942" E

Radial Direction: N 70^02'59.9942" E

Tangent Direction: N 19^57'00.0058" W

External: 18.95

Middle Ordinate: 16.57

Chord: 128.12

Tangent: 73.25

Length: 133.76

Degree of Curvature(Arc): 43^22'46.5704"

Delta: 58^01'30.0000" Right

Radius: 132.08

PT (30102) 1+33.76 257850.5989 678263.1357

CC (30101) 257769.1461 678367.1096

PI (30114) 0+73.25 257792.9355 678217.9625

PC (30100) 0+00.00 257724.0804 678242.9557

Element: Circular

NORTHING EASTING

258324.1369 678574.3606

POINT NO. STATION OFFSET

0.00'7+01.1230105

R / W BASELINE ALIGNMENT CONTROL SHINGLE POINT ROAD (S 249)

DATUM REFERENCE:

VERTICAL - THIS PROJECT IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88 BASED ON MODELED GEOID 12A).

1983 (NAD 83 / 2011 / EPOCH 2010.00).

HORIZONTAL - THIS PROJECT IS REFERENCED TO THE DELAWARE STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF

N/AN/A

CIRCULAR CURVE NO. 9

NORTHINGSTATION EASTING

Tangent Direction: N 30^48'29.9942" E

Radial Direction: S 59^11'30.0058" E

Chord Direction: N 34^26'29.9942" E

Radial Direction: S 51^55'30.0058" E

Tangent Direction: N 38^04'29.9942" E

External: 3.85

Middle Ordinate: 3.84

Chord: 242.06

Tangent: 121.27

Length: 242.22

Degree of Curvature(Arc): 2^59'59.9961"

Delta: 7^16'00.0000" Left

Radius: 1909.86

PT (30104) 4+50.58 258108.9518 678446.0421

CC (30106) 259087.1205 676805.6912

PI (30115) 3+29.63 258004.7915 678383.9296

PC (30103) 2+08.36 257909.3243 678309.1410

Element: Circular

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N

-0

\C

A D

D \C le a r in g

C o n t r a c t \H

V P

A R

K A

V E P

H A

S E .d g n

:2

:3

P

M

/2

/2

SUSSEX

T202604601

PARK AVENUE RELOCATION,

PHASE 2 ADVANCED

CLEARING & GRUBBING

WRA

HORIZONTAL AND

VERTICAL CONTROL

NOT TO SCALE

CIRCULAR CURVE NO.

STATION NORTHING EASTING

CIRCULAR CURVE NO.

STATION NORTHING EASTING

CIRCULAR CURVE NO.

STATION NORTHING EASTING

CIRCULAR CURVE NO.

STATION NORTHING EASTING

CIRCULAR CURVE NO.

STATION NORTHING EASTING

CIRCULAR CURVE NO.

STATION NORTHING EASTING

CIRCULAR CURVE NO.

STATION NORTHING EASTING

CIRCULAR CURVE NO.

STATION NORTHING EASTING

CIRCULAR CURVE NO.

STATION NORTHING EASTING

CIRCULAR CURVE NO.

STATION NORTHING EASTING

CIRCULAR CURVE NO.

STATION NORTHING EASTING

CIRCULAR CURVE NO.

STATION NORTHING EASTING

N 81^43'46.7783" E Tangent Direction:

S 8^16'13.2217" E Radial Direction:

N 76^00'46.9807" E Chord Direction:

S 19^42'12.8170" E Radial Direction:

N 70^17'47.1830" E Tangent Direction:

External: 15.24 Middle Ordinate: 15.17

Chord: 607.61 Tangent: 305.32

Length: 608.62 Degree of Curvature(Arc): 1^52'42.7805"

Delta: 11^25'59.5953" Right Radius: 3050.00

672518.5627 248424.1324 266+45.54 PCC (10003)

672957.2867 245405.8512 CC (10002)

672216.4145 248380.2135 263+42.24 PI (10001)

671928.9677 248277.2725 260+36.92 PCC (10000)

Element: Circular

S 88^54'12.7817" E Tangent Direction:

S 1^05'47.2183" W Radial Direction:

N 86^24'46.9983" E Chord Direction:

S 8^16'13.2217" E Radial Direction:

N 81^43'46.7783" E Tangent Direction:

External: 9.72 Middle Ordinate: 9.68

Chord: 473.57 Tangent: 237.58

Length: 474.10 Degree of Curvature(Arc): 1^58'32.5795"

Delta: 9^22'00.4400" Right Radius: 2900.00

672991.2030271+19.63 248453.7603 PT (10006)

672935.7101 245554.2913 CC (10005)

672753.6693268+83.11 248458.3065 PI (10004)

672518.5627266+45.54 248424.1324 PCC (10003)

Element: Circular

N 88^15'23.1705" E Tangent Direction:

S 1^44'36.8295" E Radial Direction:

N 89^40'35.1944" E Chord Direction:

S 1^05'47.2183" W Radial Direction:

S 88^54'12.7817" E Tangent Direction:

External: 1.84 Middle Ordinate: 1.84

Chord: 297.38 Tangent: 148.73

Length: 297.41 Degree of Curvature(Arc): 0^57'17.7468"

Delta: 2^50'24.0478" Left Radius: 6000.00

674271.9667 248436.6185 284+00.61 PCC (10011)

674089.4093 254433.8405 CC (10010)

674123.3023 248432.0931 282+51.94 PI (10009)

673974.5964 248434.9391 281+03.21 PC (10008)

Element: Circular

N 83^21'03.8576" E Tangent Direction:

S 6^38'56.1424" E Radial Direction:

N 85^48'13.5140" E Chord Direction:

S 1^44'36.8295" E Radial Direction:

N 88^15'23.1705" E Tangent Direction:

External: 1.88 Middle Ordinate: 1.88

Chord: 175.46 Tangent: 87.81

Length: 175.51 Degree of Curvature(Arc): 2^47'41.6979"

Delta: 4^54'19.3129" Left Radius: 2050.00

674446.9530285+76.12 248449.4571 PT (10014)

674209.5929 250485.6693 CC (10013)

674359.7348284+88.42 248439.2901 PI (10012)

674271.9667284+00.61 248436.6185 PCC (10011)

Element: Circular

N 23^46'10.4965" E Tangent Direction:

S 66^13'49.5035" E Radial Direction:

N 53^33'37.1770" E Chord Direction:

S 6^38'56.1424" E Radial Direction:

N 83^21'03.8576" E Tangent Direction:

External: 129.44 Middle Ordinate: 112.33

Chord: 844.62 Tangent: 486.62

Length: 883.91 Degree of Curvature(Arc): 6^44'26.4478"

Delta: 59^34'53.3610" Left Radius: 850.00

675556.4150298+92.92 249001.2624 PT (10018)

674778.5173 249343.8630 CC (10017)

675360.2793294+95.63 248555.9230 PI (10016)

674876.9349290+09.02 248499.5799 PC (10015)

Element: Circular

N 23^33'36.5959" E Tangent Direction:

S 66^26'23.4041" E Radial Direction:

N 23^39'53.5462" E Chord Direction:

S 66^13'49.5035" E Radial Direction:

N 23^46'10.4965" E Tangent Direction:

External: 0.02 Middle Ordinate: 0.02

Chord: 36.55 Tangent: 18.28

Length: 36.55 Degree of Curvature(Arc): 0^34'22.6481"

Delta: 0^12'33.9006" Left Radius: 10000.00

676043.9940 250108.5090 311+02.77 PT (10023)

666877.5855 254105.6274 CC (10022)

676036.6892 250091.7573 310+84.50 PI (10021)

676029.3232 250075.0324 310+66.22 PC (10020)

Element: Circular

N 24^16'01.9395" E Tangent Direction:

S 65^43'58.0605" E Radial Direction:

N 23^54'49.2677" E Chord Direction:

S 66^26'23.4041" E Radial Direction:

N 23^33'36.5959" E Tangent Direction:

External: 0.51 Middle Ordinate: 0.51

Chord: 333.18 Tangent: 166.59

Length: 333.18 Degree of Curvature(Arc): 0^12'43.9437"

Delta: 0^42'25.3436" Right Radius: 27000.00

676211.6936 250487.9438 315+17.62 PT (10027)

700825.9376 239391.1429 CC (10026)

676143.2245 250336.0699 313+51.03 PI (10025)

676076.6348 250183.3626 311+84.43 PC (10024)

Element: Circular

N 8^29'25.6839" E Tangent Direction:

S 81^30'34.3161" E Radial Direction:

N 16^22'43.8117" E Chord Direction:

S 65^43'58.0605" E Radial Direction:

N 24^16'01.9395" E Tangent Direction:

External: 9.55 Middle Ordinate: 9.46

Chord: 274.49 Tangent: 138.55

Length: 275.36 Degree of Curvature(Arc): 5^43'46.4806"

Delta: 15^46'36.2556" Left Radius: 1000.00

676465.1991 251141.9139 322+21.46 PCC (10031)

675476.1586 251289.5588 CC (10030)

676444.7422 251004.8779 320+84.65 PI (10029)

676387.7973 250878.5662 319+46.10 PC (10028)

Element: Circular

N 7^02'40.1618" E Tangent Direction:

S 82^57'19.8382" E Radial Direction:

N 7^46'02.9228" E Chord Direction:

S 81^30'34.3161" E Radial Direction:

N 8^29'25.6839" E Tangent Direction:

External: 0.80 Middle Ordinate: 0.80

Chord: 252.36 Tangent: 126.19

Length: 252.37 Degree of Curvature(Arc): 0^34'22.6481"

Delta: 1^26'45.5222" Left Radius: 10000.00

676499.3069 251391.9626 324+73.83 PT (10034)

666574.7946 252618.3626 CC (10033)

676483.8307 251266.7230 323+47.65 PI (10032)

676465.1991 251141.9139 322+21.46 PCC (10031)

Element: Circular

N 7^29'17.5206" E Tangent Direction:

S 82^30'42.4794" E Radial Direction:

N 7^15'58.8412" E Chord Direction:

S 82^57'19.8382" E Radial Direction:

N 7^02'40.1618" E Tangent Direction:

External: 0.07 Middle Ordinate: 0.07

Chord: 77.44 Tangent: 38.72

Length: 77.44 Degree of Curvature(Arc): 0^34'22.6481"

Delta: 0^26'37.3588" Right Radius: 10000.00

676583.4830331+57.77 252070.7041 PT (10038)

686498.2002 250767.4840 CC (10037)

676578.4368331+19.05 252032.3130 PI (10036)

676573.6880330+80.33 251993.8841 PC (10035)

Element: Circular

N 7^43'02.0483" E Tangent Direction:

S 82^16'57.9517" E Radial Direction:

N 7^36'09.7844" E Chord Direction:

S 82^30'42.4794" E Radial Direction:

N 7^29'17.5206" E Tangent Direction:

External: 0.02 Middle Ordinate: 0.02

Chord: 39.97 Tangent: 19.99

Length: 39.97 Degree of Curvature(Arc): 0^34'22.6481"

Delta: 0^13'44.5278" Right Radius: 10000.00

676714.7258341+64.23 253068.5681 PT (10043)

686624.1543 251725.7252 CC (10042)

676712.0419341+44.24 253048.7620 PI (10041)

676709.4371341+24.25 253028.9453 PC (10040)

Element: Circular

N 7^21'11.1357" E Tangent Direction:

S 82^38'48.8643" E Radial Direction:

N 7^32'06.5920" E Chord Direction:

S 82^16'57.9517" E Radial Direction:

N 7^43'02.0483" E Tangent Direction:

External: 0.05 Middle Ordinate: 0.05

Chord: 63.55 Tangent: 31.78

Length: 63.55 Degree of Curvature(Arc): 0^34'22.6481"

Delta: 0^21'50.9126" Left Radius: 10000.00

676842.3491 254011.8602 351+16.11 PT (10048)

666924.5864 255291.6972 CC (10047)

676838.2821350+84.34 253980.3440 PI (10046)

676834.0149350+52.56 253948.8543 PC (10045)

Element: Circular

N/A

DATUM REFERENCE:

VERTICAL - THIS PROJECT IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88 BASED ON MODELED GEOID 12A).

1983 (NAD 83 / 2011 / EPOCH 2010.00).

HORIZONTAL - THIS PROJECT IS REFERENCED TO THE DELAWARE STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF

N/A

B. ABRAHAMSEN 10

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N

-0

\C

A D

D \C le a r in g

C o n t r a c t \H

V P

A R

K A

V E P

H A

S E .d g n

:2

:4

P

M

/2

/2

SUSSEX

T202604601

PARK AVENUE RELOCATION,

PHASE 2 ADVANCED

CLEARING & GRUBBING

WRA

HORIZONTAL AND

VERTICAL CONTROL

NOT TO SCALE

CIRCULAR CURVE NO.

STATION NORTHING EASTING

CIRCULAR CURVE NO.

STATION NORTHING EASTING

CIRCULAR CURVE NO.

STATION NORTHING EASTING

CIRCULAR CURVE NO.

STATION NORTHING EASTING

CIRCULAR CURVE NO.

STATION NORTHING EASTING

CIRCULAR CURVE NO.

STATION NORTHING EASTING

N 7^38'53.9146" E Tangent Direction:

S 82^21'06.0854" E Radial Direction:

N 7^30'02.5252" E Chord Direction:

S 82^38'48.8643" E Radial Direction:

N 7^21'11.1357" E Tangent Direction:

External: 0.03 Middle Ordinate: 0.03

Chord: 51.52 Tangent: 25.76

Length: 51.52 Degree of Curvature(Arc): 0^34'22.6481"

Delta: 0^17'42.7789" Right Radius: 10000.00

676999.4393363+42.51 255228.1530 PT (10054)

686910.4761 253897.2320 CC (10053)

676996.0106363+16.75 255202.6197 PI (10052)

676992.7134362+90.98 255177.0690 PC (10051)

Element: Circular

N 7^09'05.6974" E Tangent Direction:

S 82^50'54.3026" E Radial Direction:

N 7^23'59.8060" E Chord Direction:

S 82^21'06.0854" E Radial Direction:

N 7^38'53.9146" E Tangent Direction:

External: 0.09 Middle Ordinate: 0.09

Chord: 86.69 Tangent: 43.35

Length: 86.70 Degree of Curvature(Arc): 0^34'22.6481"

Delta: 0^29'48.2171" Left Radius: 10000.00

677065.6959368+43.13 255724.3730 PT (10058)

667143.4934 256969.3211 CC (10057)

677060.2994367+99.79 255681.3623 PI (10056)

677054.5301367+56.44 255638.4001 PC (10055)

Element: Circular

N 7^20'34.0922" E Tangent Direction:

S 82^39'25.9078" E Radial Direction:

N 7^14'49.8948" E Chord Direction:

S 82^50'54.3026" E Radial Direction:

N 7^09'05.6974" E Tangent Direction:

External: 0.01 Middle Ordinate: 0.01

Chord: 33.37 Tangent: 16.69

Length: 33.37 Degree of Curvature(Arc): 0^34'22.6481"

Delta: 0^11'28.3948" Right Radius: 10000.00

677126.9850373+34.99 256212.3975 PT (10062)

687044.9774 254934.3418 CC (10061)

677124.8523373+18.30 256195.8472 PI (10060)

677122.7748373+01.62 256179.2898 PC (10059)

Element: Circular

N 70^30'38.1584" E Tangent Direction:

S 19^29'21.8416" E Radial Direction:

N 71^18'03.9792" E Chord Direction:

S 17^54'30.2000" E Radial Direction:

N 72^05'29.8000" E Tangent Direction:

External: 1.90 Middle Ordinate: 1.90

Chord: 551.86 Tangent: 275.96

Length: 551.88 Degree of Curvature(Arc): 0^17'11.3240"

Delta: 1^34'51.6416" Left Radius: 20000.00

677070.6526509+13.67 257223.5964 PCC (10069)

670398.0032 276077.6610 CC (10068)

676810.5079506+37.75 257131.5285 PI (10067)

676547.9221503+61.79 257046.6731 PC (10066)

Element: Circular

N 65^49'35.5657" E Tangent Direction:

S 24^10'24.4343" E Radial Direction:

N 68^10'06.8621" E Chord Direction:

S 19^29'21.8416" E Radial Direction:

N 70^30'38.1584" E Tangent Direction:

External: 4.61 Middle Ordinate: 4.61

Chord: 451.15 Tangent: 225.76

Length: 451.27 Degree of Curvature(Arc): 1^02'16.6813"

Delta: 4^41'02.5926" Left Radius: 5520.00

677489.4435513+64.94 257391.3674 PT (10072)

675229.0014 262427.3182 CC (10071)

677283.4789511+39.43 257298.9179 PI (10070)

677070.6526509+13.67 257223.5964 PCC (10069)

Element: Circular

N 68^50'39.5280" E Tangent Direction:

S 21^09'20.4720" E Radial Direction:

N 67^20'07.5469" E Chord Direction:

S 24^10'24.4343" E Radial Direction:

N 65^49'35.5657" E Tangent Direction:

External: 3.47 Middle Ordinate: 3.47

Chord: 526.64 Tangent: 263.41

Length: 526.70 Degree of Curvature(Arc): 0^34'22.6481"

Delta: 3^01'03.9622" Right Radius: 10000.00

678196.1475521+33.59 257693.3789 PCC (10076)

681805.1814 248367.3468 CC (10075)

677950.4897518+70.30 257598.3130 PI (10074)

677710.1775516+06.89 257490.4462 PC (10073)

Element: Circular

N 72^06'29.8000" E Tangent Direction:

S 17^53'30.2000" E Radial Direction:

N 70^28'34.6640" E Chord Direction:

S 21^09'20.4720" E Radial Direction:

N 68^50'39.5280" E Tangent Direction:

External: 2.33 Middle Ordinate: 2.32

Chord: 326.35 Tangent: 163.24

Length: 326.40 Degree of Curvature(Arc): 0^59'59.9987"

Delta: 3^15'50.2720" Right Radius: 5729.58

678503.7357524+59.99 257802.4448 PT (10079)

680263.9723 252349.9542 CC (10078)

678348.3879522+96.83 257752.2936 PI (10077)

678196.1475521+33.59 257693.3789 PCC (10076)

Element: Circular

CIRCULAR CURVE NO.

STATION NORTHING EASTING

25 CIRCULAR CURVE NO.

STATION NORTHING EASTING

N 29^28'09.5856" E Tangent Direction:

S 60^31'50.4144" E Radial Direction:

N 5^09'44.5583" E Chord Direction:

N 70^51'19.5311" E Radial Direction:

N 19^08'40.4689" W Tangent Direction:

External: 15.08 Middle Ordinate: 13.74

Chord: 127.60 Tangent: 70.01

Length: 131.51 Degree of Curvature(Arc): 36^57'54.0685"

Delta: 48^36'50.0545" Right Radius: 155.00

678260.9516 257840.7953 551+31.51 PCC (10084)

678395.8976 257764.5419 CC (10083)

678226.5107 257779.8451 550+70.01 PI (10082)

678249.4700 257713.7092 550+00.00 PC (10081)

Element: Circular

CIRCULAR CURVE NO.

STATION NORTHING EASTING

N 36^03'05.6918" E Tangent Direction:

S 53^56'54.3082" E Radial Direction:

N 32^45'37.6387" E Chord Direction:

S 60^31'50.4144" E Radial Direction:

N 29^28'09.5856" E Tangent Direction:

External: 0.97 Middle Ordinate: 0.97

Chord: 67.74 Tangent: 33.93

Length: 67.78 Degree of Curvature(Arc): 9^42'40.1367"

Delta: 6^34'56.1062" Right Radius: 590.00

678297.6093 257897.7632 551+99.29 PT (10087)

678774.6169 257550.5403 CC (10086)

678277.6425 257870.3332 551+65.44 PI (10085)

678260.9516 257840.7953 551+31.51 PCC (10084)

Element: Circular

CIRCULAR CURVE NO.

STATION NORTHING EASTING

N 30^54'16.1083" E Tangent Direction:

S 59^05'43.8917" E Radial Direction:

N 33^28'40.9000" E Chord Direction:

S 53^56'54.3082" E Radial Direction:

N 36^03'05.6918" E Tangent Direction:

External: 1.98 Middle Ordinate: 1.98

Chord: 176.02 Tangent: 88.10

Length: 176.07 Degree of Curvature(Arc): 2^55'23.7146"

Delta: 5^08'49.5836" Left Radius: 1960.00

678452.8253 258124.4252 554+74.13 PT (10091)

676771.0967 259131.0974 CC (10090)

678407.5782 258048.8362 553+86.15 PI (10089)

678355.7322 257977.6113 552+98.06 PC (10088)

Element: Circular

CIRCULAR CURVE NO.

STATION NORTHING EASTING

N 30^00'16.3469" E Tangent Direction:

S 59^59'43.6531" E Radial Direction:

N 30^27'16.2276" E Chord Direction:

S 59^05'43.8917" E Radial Direction:

N 30^54'16.1083" E Tangent Direction:

External: 0.29 Middle Ordinate: 0.29

Chord: 150.00 Tangent: 75.00

Length: 150.00 Degree of Curvature(Arc): 0^35'59.8409"

Delta: 0^53'59.7614" Left Radius: 9550.00

678567.8198 258318.8266 557+00.00 PT (10095)

670297.6557 263094.4821 CC (10094)

678530.3139 258253.8763 556+25.00 PI (10093)

678491.7925 258189.5232 555+50.00 PC (10092)

Element: Circular

N/A

DATUM REFERENCE:

VERTICAL - THIS PROJECT IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88 BASED ON MODELED GEOID 12A).

1983 (NAD 83 / 2011 / EPOCH 2010.00).

HORIZONTAL - THIS PROJECT IS REFERENCED TO THE DELAWARE STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF

N/A

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N

-0

\C

A D

D \C le a r in g

C o n t r a c t \H

V P

A R

K A

V E P

H A

S E .d g n

:2

:4

P

M

/2

/2

SUSSEX

T202604601

PARK AVENUE RELOCATION,

PHASE 2 ADVANCED

CLEARING & GRUBBING

WRA

HORIZONTAL AND

VERTICAL CONTROL

NOT TO SCALE

HORIZONTAL / VERTICAL CONTROL DATA

POINT NO. STATION OFFSET NORTHING EASTING ELEV.

TP100

TP5

TP9

TP133

TP6

TP136

TP138

TP140

TP142

TP146

TP148

TP149

TP151

TP11

261+97.75 -8.73' 248335.8445 672079.2398 50.47'

269+08.10 -17.63' 248467.7019 672778.8054 49.14'

281+60.72 -26.94 248461.0484 674032.3593 44.35'

291+95.21 -15.86' 248556.1178 675052.8389 44.37'

301+90.19 -19.73' 249281.2600 675658.1730 45.04'

312+69.34 -30.17' 250273.2883 676083.0755 44.09'

324+76.49 26.42' 251391.3688 676525.8531 42.64'

333+79.19 -26.96' 252293.7520 676585.6080 44.00'

343+82.91 -27.69' 253288.9897 676716.6480 43.60'

370+01.78 -20.58' 255884.3498 677065.0303 44.68'

379+99.33 -24.09' 256874.3642 677188.0033 44.47'

503+62.06 39.80' 257008.8860 676560.4215 44.07'

511+11.86 -23.00' 257314.4552 677247.8094 45.03'

521+07.95 23.96' 257661.7681 678180.9501 45.44'

TP144 359+60.53 29.62' 254845.5398 676979.7951 43.66'

N/A

552+28.25 -22.51' 257934.4179 678296.4516 41.46'TP292

527+28.34 -39.02' 257922.0249 678747.1256 41.74'TP294

524+02.95 -28.23' 257811.4254 678440.6038 43.70'TP295

TP293

DATUM REFERENCE:

VERTICAL - THIS PROJECT IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88 BASED ON MODELED GEOID 12A).

1983 (NAD 83 / 2011 / EPOCH 2010.00).

HORIZONTAL - THIS PROJECT IS REFERENCED TO THE DELAWARE STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF

555+22.73 21.56' 258155.0543 678496.2851 41.74'

TP280

TP281

TP282

TP283 276+41.07 23.65' 257811.4254 673512.0903 45.63'

CIRCULAR CURVE NO.

STATION NORTHING EASTING

N 0^32'37.5559" W Tangent Direction:

N 89^27'22.4441" E Radial Direction:

N 18^53'48.9245" E Chord Direction:

S 51^39'44.5950" E Radial Direction:

N 38^20'15.4050" E Tangent Direction:

External: 24.18 Middle Ordinate: 22.81

Chord: 266.26 Tangent: 141.18 Length: 271.44 Degree of Curvature(Arc): 14^19'26.2016"

Delta: 38^52'52.9609" Left Radius: 400.00

674147.9507 248265.6011 54+93.22 PT (10127)

673747.9687 248261.8050 CC (10126)

674149.2906 248124.4259 53+62.95 PI (10125)

674061.7165 248013.6874 52+21.77 PC (10124)

Element: Circular

284+57.65 47.09' 248392.1384 674331.6884 43.62'

53+93.91 18.11' 248162.9165 674154.2186 43.51'

50+59.55 -41.25' 247912.0384 673928.7343 41.74'

N/A

TP296 516+98.19 99.36' 257436.4351 677833.4949 43.02'

MBMB

TT

T

CONC

G R

A V E L

HOT MIX HOT MIX

HOT MIX

GRAVEL

1 STORY VINYL

1 STORY VINYL

HOT MIX

000401

35593

DEC

FIELD

FIELD

35594

DEC

35603

DEC

35604

DEC

35605

DEC

DECORATION

DECORATION

CONC

18"

" R

CP

12" RCP 12" CMP 12" RCP

KA-29

DST

CONC

GRASS

GRASS

CONDUIT

35592

DEC

MIX

HOT

MIX

HOT

12" CM

P

12" RCP

WELL

D .I.

GRASS

12" CMP

18"

S.D.F.

S.D.F.

V E R -F

O

B

VER-C (B)

VER-C (B)

VER-C (B)

VER

-C

B)

VER

-C

B)

VER-C (B)

VER-C (B)

VER-C (B) VER-C (B)

VER-C (B)

VER-C (B)

VER-C (B)

VER-FO (B)

VER-C (B) VER-C (B) VER-C (B) VER-C (B)

TANK

SEPTIC

VER-C (B)

VER-C (B)

VER-FO

(B)

VER-C (B)

VER-C (B)

VER-C (B)

VER-C (B)

VER-FO

(B)

VER-C (B)

COM-C (B)

COM-C

(B)

DEC-E (B)

275+00 276+00 277+00 278+00 279+00 280+00 281+00

67+00 68+00 69+00 70+00 71+00 72+00

D.R. 3259-334

SHEILA L. WALLS

135-20.00-79.00

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTIN

G R/W

EXISTIN

G R/W

C.M. C.M. C.M.

D.R. 4938-65

LAURA M. AMES, HUSBAND AND WIFE

DOMINIC V. AMES AND

135-20.00-78.00

EXISTING R/W

P.B. 323-61 D.R. 5331-43

BREEZE-A-BELLA LAND GROUP, LLC

135-20.00-81.05

P.B. 323-61 D.R. 5331-43

BREEZE-A-BELLA LAND GROUP, LLC

135-20.00-81.00

P.B. 323-61 D.R. 5331-43

BREEZE-A-BELLA LAND GROUP, LLC

135-20.00-81.06

D.R. 4084-46

IRENE H. ELLIOTT

135-20.00-80.00

WELL

LIGHT

LIGHT

MB

CONTRACT

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N

-0

\C

A D

D \C le a r in g

C o n t r a c t \C

P P

A R

K A

V E P

H A

S E .d g n

:2

:4

P

M

/2

/2

SUSSEX

T202604601

PARK AVENUE RELOCATION,

PHASE 2 ADVANCED

CLEARING & GRUBBING

N

CP-01

WRA

60 90

SCALE

FEET

M A T C

H L

IN

E S

T A S

H E E T C

P -0

N/A

CEDAR LANE (S 318)

PARK AVENUE (US 9 TRUCK, S 318A)

T-102

T-103T-104

COORDINATE LIST

POINT NO. STATION OFFSET NORTHING EASTING

278+36.18 -56.42' 248496.4586 673708.7004T-101

279+03.23 -56.42' 248495.1756 673775.7374T-102

279+03.23 -26.20' 248464.9656 673775.1592T-103

278+36.18 -26.20' 248466.2486 673708.1222T-104

Z. GREGORY

B. ABRAHAMSEN

CONSTRUCTION PLAN

DND

DND

T-101

DESCRIPTION

CLEARING AND GRUBBING

2,025 SF

- DECORATION

TREE -

(S

EE

S

HE

ET

C

P-

M

AT

CH

L

IN

D.I.

MB

MB

T

T

T

CONC

12" CMP

R/C

TP9

1 STORY VINYL

1 STORY VINYL

G R

A V E L

DEC 35606

GRAVEL

HOT MIX-

HOT MIX

DEC 35609

FIELD

FIELD

FIELD

40"

28"

14"

24" 24"

30"

12" CMP

12" RCP

" R

C P

15" RCP

R C P

R C P

FIELD

CONC

VZ 30

42" WIRE FENCE

W

IR

E F

E N

C E

U

STRUCTURE

PALLET

WOOD

GRASS

GRASS

WOODED

R/C

280A

WOODED

18"

32" 18"

24"

18"

WELL

1 STORY BRICK/VINYL

DISH

SATELLITE

ROSE

F.P.

SATELLITE DISH

132168

DEC

KA 35-1

M

IX

HOT

M

IX

HOT

UM

UM

18" 18" 18"

12"

12"

12"

VER-C (B)

VER-C (B)

VER-C (B)

VER-C (B)

VER-C (B)

VER-C (B)

P V T -C (B

VER-FO (B)

COM-FO (B)

VER-C (B)

VER-C (B) VER-C (B)

VER-C (B)

VER-

C (B

ESNG-G (B)

DEC-E (B)

D E C -E

B

TANK

S.D.F.

TANK

SEPTIC

V E R -F

O

B

VER-C (B)

V E R -F

O

B

VER-FO (B)

S.D.F.

ES

N G -G B

ES

N G -G

B

V E R -C (B

V

ER

-C B

281+00 282+00

283+00 284+00 285+00

286+00

287+00

73+00

74+00

75+00 76+00

77+00

78+00

D.R. 4712-311

C&C REAL ESTATE HOLDINGS LLC

135-20.00-76.00

P.B. 169-70 D.R. 4340-36

KARLISS A. VAN AUKEN

135-20.00-152.02

EXISTING R/W

EXISTING R/W

EX

IS

TI

N G R /W

EX

IS

TI

N G R /W

EXISTING R/W

EXISTING R/W

C.M.

I.P.

I.P.

I.P.

D.R. 4938-65

HUSBAND AND WIFE

LAURA M. AMES,

DOMINIC V. AMES AND

135-20.00-78.00

D.R. 5027-99

MWDJJD, LLC

135-20.00-77.00

108 109

EXISTING R/W

D.R. 5143-327

RANDOM RENTAL, LLC

135-20.00-151.00

D.R. 3869-228

DATED 7/25/07

AGREEMENT OF PATRICIA W. VAN AUKEN

TRUSTEE UNDER REVOCABLE TRUST

PATRICIA W. VAN AUKEN,

135-20.00-152.00

D.R. 621-247

TUNNELL FARMS, LLC

135-20.00-137.34

50'

R/W-1

R/W-1

TCE-1

TCE-1 PE-1

P.B. 323-61 D.R. 5331-43

BREEZE-A-BELLA LAND GROUP, LLC

135-20.00-81.06

EX

IS

TI

N G R /W

55'

50'

P.B. 394-2 D.R. 5878-295

DONALD WILLIAM SMITH

135-20.00-137.38

FENCE POST

C M P

C

PP

POLE

LIGHT

LIGHT POLE

18"

G R A V

EL

CONTRACT

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N

-0

\C

A D

D \C le a r in g

C o n t r a c t \C

P P

A R

K A

V E P

H A

S E .d g n

:2

:4

P

M

/2

/2

SUSSEX

T202604601

PARK AVENUE RELOCATION,

PHASE 2 ADVANCED

CLEARING & GRUBBING

N

CP-02

WRA

60 90

SCALE

FEET

M A T C

H L

IN

E S

T A S

H E E T C

P -0

M A T C

H L

IN

E S

T A S

H E E T C

P -0

N/A

D.R. 621-247

TUNNELL FARMS, LLC

135-20.00-137.34

PARK AVENUE (US 9 TRUCK, S 318A)

(SEE SHEET CP-24)

MATCH LINE - STA. 54+75

W O

O D B

R A

N C

H R

O A

D S

PARK AVENUE (US 9 TRUCK, S 321)

T-201

T-202

T-205

T-206

T-208

T-207

T-209

T-210

T-211

T-212 T-213

T-214

T-215

COORDINATE LIST

POINT NO. STATION OFFSET NORTHING EASTING

281+80.57 -51.81' 248485.7657 674052.2779T-201

282+54.33 -37.80' 248471.7449 674125.4852T-202

282+86.37 -43.34' 248477.5681 674157.2543T-203

283+46.29 -41.35' 248476.5489 674216.7751T-204

284+00.11 -41.00' 248477.5834 674270.2169T-205

285+81.95 -32.17' 248482.0877 674449.0122T-206

285+88.77 -23.86' 248474.6203 674456.7504T-207

282+86.98 -65.10' 248499.3344 674157.6153T-208

284+79.12 248349.4259 674356.6425T-209

285+26.44 37.56' 248406.9056 674400.9797T-210

286+39.21 64.63' 248392.5669 674517.1005T-211

286+38.33 73.79' 248383.3648 674517.2845T-212

285+91.44 77.04' 248374.7123 674471.0884T-213

285+04.70 78.33' 248364.3544 674382.2325T-214

284+86.81 248342.8295 674365.1775T-215

Z. GREGORY

B. ABRAHAMSEN

RL

PO

RL

PO

- SATELLITE DISH

- SATELLITE DISH

DND - PIPE

CONSTRUCTION PLAN

T-203

T-204

DESCRIPTION

T-217

T-218

284+65.89 115.09' 248324.7770 674344.3366T-217

284+69.80 113.16' 248326.9652 674348.3314T-218

CLEARING AND GRUBBING

7,905 SF

91.30'

98.48'

T-216

286+21.09 248426.0870 674494.9452T-216 28.77'

RL

PO

FENCE -

*CONTRACTOR SHALL GRUB AS NEEDED FOR INDIVIDUAL TREE REMOVAL

TRIM TREE TO PE**

**NO WORK SHALL BE PERFORMED OUTSIDE OF RIGHT-OF-WAY AND EASEMENTS

DNDPEDESTAL -

DNDUT POLE -

GUY WIRE - DND

DNDSIGN -

DND - GUY WIRE

DND - UT POLE

CLEARING AND GRUBBING - 40" TREE*

CLEARING AND GRUBBING - 30" TREE*

CLEARING AND GRUBBING - 18" TREE*

CLEARING AND GRUBBING - 32" TREE*

CLEARING AND GRUBBING - 18" TREE*

CLEARING AND GRUBBING - 18" TREE*

CLEARING AND GRUBBING - 24" TREE*

CLEARING AND GRUBBING - 24" TREE*

CLEARING AND GRUBBING - 28" TREE*

(SEE SHEET CP-24)

M

ATCH LINE

R/C

TP133

HOT MIX

HOT MIX

H O

T M

IX

H O

T M

IX

2 STORY VINYL

FIELD

GRAVEL

15" RCP

18" R C P

12" R

CP

8' CHAIN L

INK FENCE

SIGN

PRIVATE

W H

E E L S

D E C

O R

A T

IV

E

GRASS

G R

AVE

L

FIELD

FIELD

GRASS

GRASS

TV

18" C

PP

T

T

W

IR

E F

E N

C E

42" WIR

E FENCE

STAND

DEER

WOOD

BRIDGE

PEDESTRIAN

WOOD

GRASS

GRASS

H D P E

UM

UM

WELL

DECORATIVE

20"

20"

S.D .F.

VER-C (B)

V E R -C

B

VER-C (B)

VER-C (

B)

VER-C

(B)COM-FO (B)

COM-FO (B

ESNG-G (B)

ESNG-G (B)

ESNG-G (B

D E C -E

B

DEC-E (B)

DEC-E (B

D E C -E

B

VER-FO (B)

VER-C (

B)

VER-C (B)

VER-C (B)

VER-FO (B)

VER-FO (B)

287+00 288+00 289+00 290+00

291+00

292+00

+00

79+00

80+00

81+00

82+00

83+00

84+00

P.B. 169-70 D.R. 4340-36

KARLISS A. VAN AUKEN

135-20.00-152.02

D.R. 3479-130

SUSSEX COUNTY

135-20.00-152.01

P.B. 90-277 D.R. 727-68

SUSSEX COUNTY

135-20.00-75.00

EXISTING R/W

EXISTING R/W

EXISTING R/

W

EXISTING R/

W

EXISTING R

/W

EXISTING R

/W

C.M.

I.P.

I.P.

I.P.

I.P.

I.P.

.6

.2

110 101

P.B. 169-70

FOR PARCEL 135-20.00-152.02

EASEMENT

20' INGRESS/EGRESS

D.R. 3869-228

DATED 7/25/07

AGREEMENT OF PATRICIA W. VAN AUKEN

TRUSTEE UNDER REVOCABLE TRUST

PATRICIA W. VAN AUKEN,

135-20.00-152.00

D.R. 3869-228

DATED 7/25/07

AGREEMENT OF PATRICIA W. VAN AUKEN

TRUSTEE UNDER REVOCABLE TRUST

PATRICIA W.