T202201701 Construction Plans.pdf

PDF 29 MB Posted Aug 5, 2026

Attached to: CEDAR NECK ROAD PATHWAY State and local contract opportunity
Solicitation number: T202201701
Issued by: Sussex County, Delaware

About this file

Written by GovTribe AI · Aug 6, 2026

This construction plans document is issued by the Delaware Department of Transportation (DelDOT) for a shared-use pathway project designated as Contract T202201701 in Sussex County. The project encompasses construction of pedestrian access routes along three roadways: Cedar Neck Road (S357), Fred Hudson Road (S360), and Hickman Road (S359). The Cedar Neck Road segment extends from Station 100+80.00 to Station 148+39.00, Fred Hudson Road from Station 300+00.00 to Station 300+10.26, and Hickman Road from Station 400+00.00 to Station 404+01.73. The project is classified as a Major Collector (Cedar Neck and Fred Hudson Roads) and Local Road (Hickman Road) with design speeds of 35, 40, and 30 miles per hour respectively. Construction includes 8-foot-wide shared-use pathways with associated drainage infrastructure, utility relocations, erosion control measures, sidewalks, curbing, signage, and landscaping. The Federal Aid Project Number is ESTP-2022(12), and the project was designed with provisions for a 2022 design year.

The construction plans establish detailed specifications for pavement sections, materials, drainage requirements, and site-specific conditions across multiple sheets organized by functional category including grades and geometrics, construction details, typical sections, right-of-way plans, utility relocation plans, signing and striping plans, and construction phasing with traffic management and erosion control protocols. The project references the Delaware Department of Transportation Standard Specifications and Standard Construction Details (January 2026 edition) as governing documents. Plans indicate existing utility coordination requirements including sanitary sewer, water, gas, electric, and communications utilities with specific clearance requirements and relocation procedures. Environmental compliance is addressed through NPDES General Permit requirements for stormwater management and sediment control. The project includes provisions for mailbox relocation, tree preservation and pruning per ANSI A300 standards, and specific requirements for contractor notifications to the Delaware TMC prior to unmanned aerial vehicle operations and DART First State regarding construction detours.

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File	Type	Posted
public.ejs?command=PublicBusinessPlanholderList&projid=T202201701	—	Aug 5, 2026
T202201701 QA 8-14-26.pdf	PDF	Aug 5, 2026
T202201701 Proposal.pdf	PDF	Aug 5, 2026

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DIGITAL ACCESSIBILITY NOTICE

The Delaware Department of Transportation (DelDOT) is committed to ensuring that its digital services, content, and documents are accessible to all users and is actively working to comply with applicable federal and state accessibility requirements. DelDOT continues to make improvements over time, with current efforts focused on programs, applications, content, and documents that are actively in use and available to the public.

Due to the nature and complexity of certain materials, including construction plans, technical drawings, historical documents, maps, and other graphic-intensive files, some documents may not currently be fully digitally accessible or compliant with current accessibility standards. In some cases, these documents are provided for historical, reference, informational, or procurement purposes only.

If you require an accessible version of a document or need assistance accessing any content, please contact DelDOT at (302) 760-2031 or DOT-ask@delaware.gov and reasonable efforts will be made to provide the information in an accessible format upon request. DelDOT appreciates your patience and understanding as accessibility improvements continue to be implemented.

mailto:DOT.ask@delaware.gov

RETREAT

HARBOR

BANKS

CREEK

WHITE

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ROGERS

HAVEN

COLLINS

PARK

(TP)

MURRAY

ESTATES

LAKES

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Point

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N E C K

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Landing Club House

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GENERAL LOCATION OF CONTRACT

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SLAUGHTER BEACH

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FARMINGTON

GREENWOOD

BRIDGEVILLE

SEAFORD

BLADES

BETHEL

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GEORGETOWN

MILTON LEWES

HENLOPEN ACRES

REHOBOTH BEACH

DEWEY BEACH

INDIAN RIVER INLET

BETHANY BEACH

SOUTH BETHANY

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DELMAR

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M A

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L A

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PENNSYLVANIA

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42 300

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1 1

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1 13

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P ro je c ts

\1 .0

A g m t T

A P

\1 .3

T a s k

C e d a r

N e c k D e s ig n

C A

D D

\S h e e ts

\T C

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-J

U N

-2

L A

S T

R E

E D

SEAL

DATE

BEARING THE "CEN" SECTION DESIGNATION.

THIS SEAL APPLIES TO ALL SHEETS

PREPARED BY

DATEDIRECTOR OF PLANNING

APPROVED FOR ADVERTISEMENT

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:

ROAD NAME:

D.H.V. PROJECTED:

DESIGN SPEED:

TRUCKS:

DIRECTION OF DISTRIBUTION:

A.A.D.T. CURRENT:

35 M.P.H.

YEAR:

N/A

S357 CEDAR NECK ROAD

MAJOR COLLECTOR N/A N/A

SHARED-USE PATHWAY

8,800

N/A N/A

ESTP-2022(12)

T202201701

SUSSEX S357, S359, S360

PATHWAY

CEDAR NECK ROAD

72-09-006

84-073-06 BRIDGE NO. 454 ON ROAD NO. 357 OVER ASSAWOMAN CANAL

CEDAR NECK ROAD DRAINAGE

APPROVED DESIGN EXCEPTIONS

ADDENDA / REVISIONS

ASSOCIATED CONTRACTS

DESIGN PARAMETER REQUIRED PROVIDED DATE

CONTRACT NO. CONTRACT NAME

LOCATION MAP

N.T.S.

DESIGN DESIGNATION

MRD #:

FUNCTIONAL CLASS:

TYPE OF CONSTRUCTION:

A.A.D.T. PROJECTED:

YEAR:

ROAD NAME:

D.H.V. PROJECTED:

DESIGN SPEED:

TRUCKS:

DIRECTION OF DISTRIBUTION:

A.A.D.T. CURRENT:

40 M.P.H.

YEAR:

N/A

S360 FRED HUDSON ROAD

MAJOR COLLECTOR N/A N/A

SHARED-USE PATHWAY

11,051

N/A N/A

DESIGN DESIGNATION

MRD #:

FUNCTIONAL CLASS:

TYPE OF CONSTRUCTION:

A.A.D.T. PROJECTED:

YEAR:

ROAD NAME:

D.H.V. PROJECTED:

DESIGN SPEED:

TRUCKS:

DIRECTION OF DISTRIBUTION:

A.A.D.T. CURRENT:

30 M.P.H.

YEAR:

N/A

S359 HICKMAN ROAD

LOCAL ROAD N/A N/A

SHARED-USE PATHWAY

N/A N/A

STATION 300+50.00

FRED HUDSON ROAD

LIMIT OF CONTRACT

STATION 148+39.00

CEDAR NECK ROAD

END CONTRACT

STATION 100+80.00

CEDAR NECK ROAD

BEGIN CONTRACT

84-063-06 ROAD 357 (BRIDGE TO RD 358)

64-03-007 RD 359 (RD 357 TO DEAD END)

SEAL

DATE

BEARING THE "CEN" SECTION DESIGNATION.

THIS SEAL APPLIES TO ALL SHEETS

PREPARED BY

6/3/20247/12/2024

7/25/24

SEAL

DATE

BEARING THE "CEN" SECTION DESIGNATION.

THIS SEAL APPLIES TO ALL SHEETS

PREPARED BY

SEAL

DATE

BEARING THE "CEN" SECTION DESIGNATION.

THIS SEAL APPLIES TO ALL SHEETS

PREPARED BY

6/3/20247/12/202410/06/2025

10/16/2025

INDEX OF SHEETS

SCALE

FEET

200 400 600

CHRI

P E

N N

Y L

A N E

R D

C H

A R

T T E C

O V E

B E T H

A N

Y L

O O P

F R E

D H

U D S

O N R

O A

E R

V E

N U E

L A

N E

A Y

O L

D M

W A

Y V

D R

R E S

O R T R

V C

C L E

S O

R L A

N D

O A

V E

N U E

M A R T

S W

A Y

C O

M F O

R T W

A Y

N O

R L A

N D

O A

V E

N U E

E Y P

T R

O A

(S 359)

K M

A N R

O A D

(S357)

CEDAR NECK ROAD

(S357)

CEDAR NECK ROAD

0807060504

XX SHEET LABEL ON EACH PLAN SHEET.

CORRESPONDS TO THE CROSS REFERENCE

T O S

TO OCEAN VIEW

S T A T E P

A R

K T O F

R E S H P

O N

INDEX OF SHEETS

SECTION SHEET DESCRIPTION

CEN TITLE 1

CEN INDEX OF SHEETS 2

CEN ADDENDA AND REVISIONS

CEN LEGEND

CEN NOTES

CEN

HORIZONTAL AND VERTICAL CONTROL

PROFILES

CONSTRUCTION PLANS (CP)

8 - 12

13 - 22

23 - 28

SHEET NO(S)

CEN GRADES AND GEOMETRICS (GG) 29 - 38

CEN CONSTRUCTION PHASING, M.O.T. AND EROSION CONTROL PLANS 40 - 65

CEN SIGNING AND STRIPING PLANS (SS) 76 - 87

CEN SIGNALIZATION PLANS 88 - 90

CEN TYPICAL SECTIONS 6 - 7

CEN RIGHT-OF-WAY PLANS (RW) 91 - 104

CEN CONSTRUCTION DETAILS 39

CEN UTILITY RELOCATION PLANS (UT) 66 - 75

K E

N S

W A

3000+00 3005+00 3010+00 3015+00

2000+00

2005+00

2010+00

2015+00 2020+00 2025+00 2030+00 2035+00

2040+00 2045+00

CONTRACT

T202201701

COUNTY

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

-S

E P

-2

D e la w a re

D e p a rt m e n t o f

T ra n sp o rt a ti o n \0

-D e lD

O T

A g m t F

T a sk

W o rk in g \C

A D

D \S h e e ts

\I S

\i s0 c e d a r.

d g n

CEDAR NECK ROAD PATHWAY

N/A

C. JONES

J. HERMES

CEN

CONTRACT

T202201701

COUNTY

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

-J U

L -2

P ro je c ts

\1 .0

A g m t T

A P

\1 .3

T a s k

C e d a r

N e c k D e s ig n

C A

D D

\S h e e ts

\A R

\a r0 c e d a r.

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CEDAR NECK ROAD PATHWAY

N/A

C. JONES

J. HERMES

CEN

NOT TO SCALE

REVISIONS

ADDENDA AND

REVISION PREPARED BY

DATE SEAL

XX, XX-XX, XX

CHANGED UNDER REVISION #X:

THIS SEAL APPLIES TO THE FOLLOWING SHEETS

NOT TO SCALE

ADDENDUM PREPARED BY

DATE SEAL

XX, XX-XX, XX

CHANGED UNDER ADDENDUM #X:

THIS SEAL APPLIES TO THE FOLLOWING SHEETS

COUNTY

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

-S

E P

-2

D e la w a re

D e p a rt m e n t o f T ra n sp o rt a ti o n

-D e lD

O T

A g m t

F T a sk

W o rk in g

\C A

D D

\S h e e ts

\L G

\l g

.d g n

CEDAR NECK ROAD PATHWAY

N/A

C. JONES

J. HERMES

CEN

PAVEMENT SECTION(S)

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

NOTES FOR MATERIALS AND DEPTHS

DRIVEWAY AND ENTRANCE PAVEMENT - SEE

SECTIONS FOR MATERIALS AND DEPTHS

RECONSTRUCTED PAVEMENT - SEE TYPICAL

FOR MATERIALS AND DEPTHS

OVERLAY PAVEMENT - SEE TYPICAL SECTIONS

B.M.

T.P.

G.M.

G.V.

G.P.

S.V.

S.C.O.

J.W.

F.H.

W.M.

D.I.

J.B.

C.B.

SIZE/TYPE LABEL

F.P.

LAMP

P.M.

C.M.

I.P.

100+00

TCE

RTE

R/W-DA

R/W

LOC

100+00

BFS

XXX

CJB

XXX

CMH

XXX

PC-N

XXX

DND

XXX

FES

XXX

UDO

XXX

PEDESTRIAN CONNECTION / TYPE

F.H.

W.V.

ABANDON BY CONTRACTOR

ABANDON BY OTHERS

BEST MANAGEMENT PRACTICE

BUS STOP PAD / TYPE

BUS STOP WITH SHELTER PAD / TYPE

BSP

BSSP

BMP

XXXX

XXX

CURB & GUTTER, TYPE 1

CURB & GUTTER, TYPE 2

CURB & GUTTER, TYPE 3

CURB OPENING - SUMP / ON GRADE

CURB/SW OPENING - ADJACENT CURB

XXX

SURVEY CONTROL & MONUMENTATION

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

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

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 (V-SHAPE / TRAPEZOIDAL)

DIRECTIONAL STREAM FLOW ARROW

DRAINAGE INLET

DRAINAGE JUNCTION BOX

DRAINAGE MANHOLE

DRAINAGE PIPE AND FLOW ARROW

FLARED END SECTION

RIPRAP - AREA FEATURE

RIPRAP - LINEAR FEATURE

SAFETY END STRUCTURE

UNDERDRAIN

UNDERDRAIN OUTLET

WELL HEAD

WATER VALVE

WATER METER

WATER - FIRE HYDRANT

WATER - UNDERGROUND

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

COMMUNICATIONS TEST POINT

COMMUNICATIONS MANHOLE

TELEPHONE BOOTH

SOIL BORING LOCATION

SIGNALIZATION - UNDERGROUND

SEPTIC DRAIN FIELD

SANITARY SEWER CLEANOUT OR VENT

SANITARY SEWER VALVE

SANITARY SEWER MANHOLE

SANITARY - UNDERGROUND

RAILROAD TRACKS

MANHOLE - UNDETERMINED OWNER

LUMINAIRE - POLE MOUNTED

LIGHTING - UNDERGROUND

ITMS - UNDERGROUND

IRRIGATION - UNDERGROUND

GAS PUMP - SERVICE STATION

GAS VALVE

GAS METER

GAS MANHOLE

GAS - UNDERGROUND

ELECTRIC TRANSFORMER

ELECTRIC METER

ELECTRIC MANHOLE

ELECTRIC - UNDERGROUND

COMMUNICATIONS - UNDERGROUND

COMMUNICATIONS DISTRIBUTION BOX 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

WELL

R/W-DA

EASEMENT TYPE

100+00

DADADA

R/W

R/W-DA

PEPE

TCETCE

PEPEPE

100+00100+00100+00

TCETCETCE

UTILITY MARKER UM

RIGHT-OF-WAY BY PE

R/W-PE

R/W

BARRIER - HIGH TENSION CABLE (HTCB)

BARRIER - DOUBLE-FACED, PERMANENT

TEST LEVEL 4 / TEST LEVEL 5

BARRIER - SINGLE-FACED, PERMANENT,

CURB/SW OPENING - NON-ADJACENT CURB

BARRIER - HTCB END TERMINAL

XXX

BARRIER, TYPE "X"

SES

XXX

PERVIOUS P.C.C. SIDEWALK

PERVIOUS BITUMINOUS ASPHALT PAVEMENT

NOT TO SCALE LEGEND

COUNTY

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

-A

P R

-2

D e la w a re

D e p a rt m e n t o f

T ra n sp o rt a ti o n \0

-D e lD

O T

A g m t F

T a sk

W o rk in g \C

A D

D \S h e e ts

\P N

\p n c e d a r.

d g n

CEDAR NECK ROAD PATHWAY

N/A

C. JONES

J. HERMES

CEN

PROJECT NOTES

NIGHT WORK IS NOT PERMITTED ON THIS CONTRACT.

A NIGHT WORK SURVEY OF ADJACENT PROPERTY OWNERS WAS CONDUCTED AND LOCAL NOISE ORDINANCES HAVE BEEN VERIFIED..3

FLIGHT.

UAV, THE FLIGHT TIME, LOCATION OF THE FLIGHT, THE PILOT'S NAME, LICENSE, AND THE PILOT'S CONTACT NUMBER DURING THE

FLIGHTS. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE THE FOLLOWING INFORMATION: THE REGISTRATION NUMBER OF THE

THE CONTRACTOR WILL CONTACT THE DELAWARE TMC AT 302-659-4600 PRIOR TO ANY UNMANNED AERIAL VEHICLE (UAV)2.

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 DISCRETION OF THE ENGINEER, SHALL1.

SECTION 100

SECTION 200

EXPENSE.

TO THESE AMENITIES WHICH IS DONE BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED IN KIND AT THE CONTRACTOR'S

DIRECTED BY THE ENGINEER. ALL COSTS SHALL BE INCIDENTAL TO ITEM NO. 201000 - CLEARING AND GRUBBING. ANY DAMAGE

ARE NOTED BY "DND" SHALL BE PROTECTED BY THE CONTRACTOR WITH SAFETY FENCE OR OTHER MEASURES AS

ROADSIDE AMENITIES WITHIN THE LIMITS OF CONSTRUCTION OR EASEMENT AREAS THAT ARE TO REMAIN IN PLACE AND8.

AND FINAL DISPOSAL SHALL BE INCIDENTAL TO THE ITEM THAT GENERATED THAT MATERIAL.

STOCKPILING MATERIAL, MOVING ANY MATERIAL FROM ANY STOCKPILES, WETTING AND/OR DRYING THE MATERIAL, OR REMOVAL

ELSEWHERE ON THE PROJECT SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. ALL COSTS ASSOCIATED WITH

BE MEASURED FOR PAYMENT. ALL MATERIALS ENCOUNTERED IN THE EXCAVATIONS OF THE PROJECT THAT ARE NOT USED

REQUIREMENTS. HOWEVER, MOVING THE MATERIAL FROM THE STOCKPILE AND THEN UTILIZING THE MATERIALS SHALL NOT

OF ITS INTENDED USE. THE CONTRACTOR MAY, WITH APPROVAL OF THE ENGINEER, STOCKPILE MATERIALS TO MEET THESE

CONTRACTOR TO DRY OR WET THE MATERIALS, IF NEEDED, SO THAT THE MATERIALS WILL MEET THE REQUIREMENTS

ENGINEER SHALL BE INCIDENTAL TO THE ITEM THAT GENERATED THE MATERIAL. IT SHALL BE THE RESPONSIBILITY OF THE

ELSEWHERE WITHIN THE PROJECT. PAYMENT FOR PLACING THESE BORROW MATERIALS AT LOCATIONS AS DIRECTED BY THE

MATERIALS AS MAY BE FOUND IN THE EXCAVATIONS THAT ARE DETERMINED BY THE ENGINEER TO BE SUITABLE FOR USE

THE CONTRACTOR, WITH THE APPROVAL OF THE ENGINEER, SHALL BE DIRECTED TO USE ON THE PROJECT BORROW.7

ASSOCIATED WITH THE ABOVE WORK TO BE PAID UNDER UNDER ITEM 201000 - CLEARING AND GRUBBING.

AND LIMBS OVERHANGING THE PAR WITHIN THE PROJECT LIMITS, AS DIRECTED BY THE ENGINEER IN THE FIELD. ALL COSTS

DESIGNEE AT LEAST FIVE (5) DAYS PRIOR TO THE PRUNING OPERATION. THE CONTRACTOR SHALL ALSO REMOVE ALL DEAD TREES

ANSI A300 STANDARDS. THE CONTRACTOR SHALL NOTIFY DELDOT'S ROADSIDE ENVIRONMENTALIST ADMINISTRATOR AND/OR THEIR

THE CONTRACTOR SHALL PRUNE EXISTING TREE AND SHRUB BRANCHES WHICH OVERHANG THE PAR IN ACCORDANCE WITH

CLEAR SPACE OF 10 FEET ABOVE THE PAR ELEVATION AND A 2 FOOT HORIZONTAL CLEARANCE ON EITHER SIDE OF THE PAR EDGE.

WILL BE OVERHANGING THE PROPOSED PEDESTRAIN ACCESS ROUTE (PAR), PRUNING MAY BE NECESSARY TO ACHIEVE A VERTICAL

ALL TREES WITHIN THE LOC ARE TO REMAIN UNLESS NOTED TO BE REMOVED BY CONTRACTOR. IN AREAS WHERE TREES OR SHRUBS.6

F. SIGNAL POLE BASES

E. JUNCTION BOXES

D. JUNCTION WELLS

C. RIGHT-OF-WAY MONUMENTS

B. PIPES AND DRAINAGE STRUCTURES

A. PRIVATE SIGNS

TO THE FOLLOWING:

ITEMS TO BE REMOVED UNDER ITEM 211000 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS SHALL INCLUDE, BUT NOT BE LIMITED5.

CONTRACTOR. COST FOR ALL WORK AND MATERIALS SHALL BE PAID UNDER ITEM 201000 - CLEARING AND GRUBBING.

ARE NOT SET IN ACCORDANCE WITH THE ABOVE DIRECTIONS, RESETTING OF THE MAILBOXES WILL BE AT THE COST OF THE

CURRENT EDITION OF THE PEDESTRIAN ACCESSIBILITY STANDARDS FOR FACILITIES IN THE PUBLIC RIGHT OF WAY. IF MAILBOXES

MAILBOXES SHALL BE SET NOT TO IMPEDE THE MINIMUM PAR (PEDESTRIAN ACCESS ROUTE) WIDTH AS DETERMINED BY THE

INSIDE THE LATERAL OFFSET. EACH MAILBOX SHALL BE PLACED ON AN INDIVIDUAL POST MEETING THE CRITERIA ABOVE. ALL

FULL HEIGHT ABOVE THE GROUND. MULTIPLE MAILBOXES ATTACHED TO A SINGLE HORIZONTAL BOARD SHALL NOT BE LOCATED

RELOCATING MULTIPLE MAILBOXES TOGETHER ALL POST SHALL BE SEPARATED BY A DISTANCE OF NO LESS THAN 3/4 OF THEIR

APPROPRIATE SIZE PVC SLEEVE. ACCEPTABLE POST SHALL BE 4 INCH X 4 INCH WOOD POST OR 4 INCH DIAMETER WOOD POST. FOR

SIDE OF THE DRIVEWAY IN THE DIRECTION OF TRAVEL. POSTS BEING RESET IN CONCRETE SIDEWALK SHALL BE IN AN

UNITED STATES POSTAL SERVICE GUIDELINES. MAILBOXES LOCATED AT DRIVEWAY ENTRANCES SHALL BE PLACED ON THE FAR

THE PAVED SHOULDER. THE BOTTOM OF THE MAILBOX SHALL BE POSITIONED IN ACCORDANCE WITH THE LATEST VERSION OF THE

WHEN RELOCATING MAILBOXES IN OPEN SECTIONS, THE FACE OF THE MAILBOX SHALL SET BACK 8 INCHES FROM THE EDGE OF

WHEN RELOCATING MAILBOXES IN CURBED SECTIONS, THE FACE OF THE MAILBOX SHALL BE FLUSH WITH THE BACK EDGE OF CURB.

CONTRACTOR SHALL RELOCATE MAILBOXES AS REQUIRED BY THE PROPOSED GEOMETRICS AND AS DIRECTED BY THE ENGINEER.

THE CONTRACTOR SHALL REMOVE AND RESET ALL MAILBOXES TO MAINTAIN MAIL SERVICE AS DIRECTED BY THE ENGINEER. THE4.

SECTION 400

OVER 8" GRADED AGGREGATE BASE COURSE, TYPE 'B', UNLESS OTHERWISE NOTED ON THE PLANS.

THE PAVEMENT SECTION FOR FLEXIBLE PAVEMENT RESIDENTIAL DRIVEWAYS SHALL BE 2" BITUMINOUS CONCRETE, TYPE 'C'9.

SECTION 600

FOR INLETS AND TO THE CENTER OF THE STRUCTURE FOR JUNCTION BOXES AND MANHOLES.

STATION AND ELEVATION DATA GIVEN FOR DRAINAGE STRUCTURES ARE TO BE APPLIED TO THE CENTER OF THE GRATE2.1

MADE UNTIL RECEIPT OF DELIVERED MATERIALS IS PRODUCED, SIGNED BY A DELDOT MAINTENANCE YARD SUPERVISOR.

GRATE(S) & ITEM 602101 - DRAINAGE INLET FRAME(S). FINAL PAYMENT FOR REPLACED GRATES/FRAMES SHALL NOT BE

NEAREST DISTRICT MAINTENANCE YARD WITH THE COST OF DELIVERY INCIDENTAL TO ITEM 602100 - DRAINAGE INLET

NEW FRAMES SHALL BE DETERMINED BY THE ENGINEER. ALL REPLACED GRATES/FRAMES SHALL BE DELIVERED TO THE

OF PAVING SHALL BE REPLACED WITH TYPE 3. THE ACTUAL LOCATIONS, THE NEED FOR ANY GRATE MODIFICATIONS OR FOR

OR TYPE 4, SHALL BE REPLACED WITH TYPE 1. INLET GRATES WITHIN THE PAVING, NOT ADJACENT TO THE CURB OR EDGE

DRAINAGE INLET GRATES ADJACENT TO THE CURB OR EDGE PAVING, WITHIN THE PROJECT LIMITS, WHICH ARE NOT TYPE 1 11.

INCIDENTAL TO ITEM 602101.

DESIGNATED ON THE PLANS. INLET GRATE REPLACEMENT IS INCIDENTAL TO ITEM 602100 AND INLET FRAME REPLACEMENT IS

DEWATERING ARE INCIDENTAL TO ITEM 602130. DRAINAGE INLET FRAMES AND GRATES SHALL BE REPLACED UNLESS OTHERWISE

REPAIRS INCLUDING CONNECTIONS TO EXISTING AND PROPOSED PIPES, RELOCATION OF STAIRS, AND ANY NECESSARY

10. THE CONTRACTOR SHALL REPAIR EXISTING DRAINAGE INLETS AS DIRECTED BY THE ENGINEER IN THE FIELD. ALL COSTS FOR

SECTION 700

THE CONTRACT. NO PAYMENT WILL BE MADE UNDER PEDESTRIAN CONNECTION PAY ITEMS.

ALL WORK TO CONSTRUCT PEDESTRIAN CONNECTIONS WILL BE PAID FOR WITH PCC SIDEWALK AND PCC CURB ITEMS ON19.

BARE AREAS SHALL BE EITHER PERMANENTLY STABILIZED OR COVERED WITH GABC.

DURING CONSTRUCTION OF THE SIDEWALK ALL BARE AREAS SHALL BE STABILIZED AT THE END OF EACH WORK DAY.18.

THE NEW PAVEMENT IS TO TIE INTO THE EXISTING PAVEMENT.

ALL PAVED AREAS (INCLUDING DRIVEWAYS) TO BE RECONSTRUCTED OR WIDENED SHALL BE SAWCUT AT THE POINT WHERE17.

OR AS DIRECTED BY THE ENGINEER.

PORTLAND CEMENT CONCRETE CHANNELIZING ISLANDS THAT ARE LESS THEN 75 SQ FT MAY BE POURED MONOLITHICALLY, 16.

DIRECTED BY THE ENGINEER. ALL COSTS ARE PAID UNDER THE RESPECTIVE ITEMS BEING INSTALLED.

ALL DISTURBED AREAS WITHIN THE LIMIT OF CONSTRUCTION, SHALL BE TOPSOILED (6" MINIMUM), AND SEEDED AS15.

762001 - SAW CUTTING, CONCRETE, FULL DEPTH.

DEPTH, UNLESS OTHERWISE NOTED ON THE PLANS OR DIRECTED BY THE ENGINEER AND SHALL BE PAID FOR UNDER ITEM

BE SAWCUT AT THE TIE-IN POINT OR MEET THE NEAREST EXISTING SIDEWALK JOINT. ALL SAW CUTTING SHALL BE FULL

WHERE PROPOSED CONCRETE SIDEWALK IS CONSTRUCTED TO MEET EXISTING SIDEWALK, THE EXISTING SIDEWALK SHALL 14.

SHALL BE INCIDENTAL TO THE PROPOSED CURB ITEM.

CURB WORK SHALL BE MEASURED AND PAID FOR UNDER THE PROPOSED CURB ITEM. SAW CUTTING OF THE EXISTING CURB

CURB SHALL BE TRANSITIONED IN 10 LINEAR FEET, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE TRANSITIONED

IN AREAS WHERE PROPOSED CURB MEETS EXISTING CURB AND THE TWO CURB TYPES ARE NOT SIMILAR, THE PROPOSED13.

SECTION 900

THE DEPARTMENT'S STORMWATER ENGINEER OR THE APPROPRIATE CONSTRUCTION ENGINEER.

STORMWATER SECTION. A COPY OF THE GENERAL PERMIT OR THE NOI CAN BE OBTAINED UPON REQUEST FROM EITHER

GENERAL PERMIT AND NOI IS KEPT ON FILE IN EACH OF THE CONSTRUCTION OFFICES AND THE DEPARTMENT'S

WITH THE NPDES INDUSTRIAL PERMITTING REQUIREMENTS FOR THIS CONSTRUCTION PROJECT. A COPY OF THE NPDES

COMPLIANCE WITH DELDOT'S APPROVED SEDIMENT AND STORMWATER MANAGEMENT PLANS WILL CONSTITUTE COMPLIANCE

THIS PROJECT IS COVERED UNDER AN NPDES GENERAL PERMIT FOR CONSTRUCTION. UNDER THE GENERAL PERMIT, 20.

MISCELLANEOUS NOTES

LATERALS.

THE PROPOSED DRAINAGE. ALL COSTS TO PERFORM THE WORK SHALL BE INCLUDED IN ITEM 711001 - ADJUST SANITARY SEWER

POINTS WITHOUT SPECIAL PROTECTION. IF A CONFLICT IS FOUND, THE CONTRACTOR SHALL ADJUST THE LATERAL TO AVOID

WHERE IT CROSSES THE PROPOSED DRAINAGE. THE COUNTY REQUIRES A MINIMUM OF 12" VERTICAL CLEARANCE AT CROSSING

THE CONTRACTOR SHALL PERFORM TEST HOLES ALONG THE SEWER LATERALS FOR THE IDENTIFIED CLEANOUTS IN AREAS28.

CAPPING SHALL BE INCIDENTAL TO THE ITEM BEING INSTALLED.

AT BOTH ENDS, WHEN IN CONFLICT WITH THE PROPOSED WORK. ALL COSTS TO REMOVE ABANDONED UTILITIES AND REQUIRED

THE STATE'S CONTRACTOR SHALL REMOVE ANY EXISTING UTILITIES, DENOTED AS ABANDONED, BY CUTTING AND CAPPING27.

BITUMINOUS MILLINGS ARE NOT PERMITTED FOR USE AS GABC.26.

ALL PATCHING EXCAVATION SHALL BE PAID FOR UNDER ITEM 202000 - EXCAVATION AND EMBANKMENT.25.

PROPOSED PIPE.

ROADWAY PATCHES FOR PROPOSED DRAINAGE PIPES SHALL BE SAWCUT A MINIMUM OF 1.5' FROM THE OUTSIDE EDGE OF THE

FOR PROPOSED DRAINAGE INLETS SHALL BE SAWCUT A MINIMUM OF 2' FROM THE OUTSIDE EDGE OF THE PROPOSED INLET.

ROADWAY PATCHES FOR PROPOSED CURBS SHALL BE SAWCUT A MINIMUM OF 2' FROM THE TOE OF CURB. ROADWAY PATCHES 24.

CONTACT DTC'S CHIEF SCHEDULER AT 302-576-6019.

FACILITY IS COMPLETED AND OPERABLE FOR TRANSIT OPERATIONS. FOR EMERGENCY DETOUR INFORMATION ONLY, PLEASE

TO THE START OF ANY DETOURS OR CONSTRUCTION, AND DOT_DTC_PROJECTDEVELOPMENT@DELAWARE.GOV AT SUCH TIME THE

THE CONTRACTOR SHALL NOTIFY DART FIRST STATE AT DOT_DETOURS@DELAWARE.GOV AT LEAST 14 CALENDAR DAYS PRIOR 23.

CONSTRUCTION ENGINEERING.

BY THE ENGINEER PRIOR TO INSTALLATION. ALL COSTS ARE INCIDENTAL TO ITEM 763501 - CONTRACTOR AND VERIFIED

THE LOCATIONS OF ALL ABOVE GROUND ITEMS TO BE INSTALLED, SUCH AS SIGNS, ETC. SHALL BE STAKED BY THE 22.

SHEET WAS NOT PREPARED.

THERE ARE NO ENVIRONMENTAL PERMITS ASSOCIATED WITH THIS PROJECT. AS SUCH, AN ENVIRONMENTAL COMPLIANCE21.

GENERAL NOTES

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

NONE

CROSS SECTIONS

RIGHT-OF-WAY PLANS (INCLUDED IN CONSTRUCTION PLAN SET)

DETAILS", DATED 2026.

SPECIFICATIONS", DATED JANUARY 2026 AND THE DELAWARE DEPARTMENT OF TRANSPORTATION "STANDARD CONSTRUCTION

THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE DELAWARE DEPARTMENT OF TRANSPORTATION "STANDARD1.

ASCII DATA FILES WITH COORDINATES AND ELEVATIONS FOR PROPOSED POINTS AS SELECTED BY THE ENGINEER.

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

DELIVERY OF ANY ELECTRONIC PROJECT FILES.

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

( X )

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

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. 3D

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

( X )

NOTESNOT TO SCALE

NOT TO SCALE TYPICAL SECTIONS

LEGEND

STATION 121+87.19 TO STATION 123+89.20

STATION 102+37.48 TO STATION 108+66.04

STATION 108+66.04 TO STATION 114+09.71

F E A K B F

6" 2.5" 1.5"

O.G. O.G.

HOTMIX

EXISTING

BKEF

6" 2.5" 1.5"

O.G.

HOTMIX

EXISTING

LM N

CEDAR NECK ROAD - SHARED-USE PATH

STATION 101+21.48 TO STATION 102+37.48

O E

O.G.

FBKEF

6" 2.5" 1.5"

O.G.

HOTMIX

EXISTING

F E K B E J G D C

6" 2.5" 1.5" 6" 8" 6" 2"

O.G.

HOTMIX

EXISTING

P P

ITEM 705001 - PCC SIDEWALK, 4"H

ITEM 209001 - BORROW, TYPE A

ITEM 301001 - GABC

ITEM 401005 - SUPERPAVE TYPE C, 9.5mm, PG 64-22 (CARBONATE STONE)

ITEM 401030 - SUPERPAVE TYPE B, PG 64-22, PATCHING

ITEM 908026 - EROSION CONTROL MULCH

ITEM 908016 - PERMANENT GRASS SEEDING, SUBDIVISION

ITEM 908004 - TOPSOIL, 6" DEPTH

PAVEMENT

ITEM 760010 - PAVEMENT MILLING, BITUMINOUS CONCRETE

ITEM 701021 - I.PCC CURB AND GUTTER, TYPE 3-4

ITEM 401029 - SUPERPAVE TYPE C, 9.5mm, PG 64-22, PATCHING

ITEM 301002 - GABC, PATCHING

K ITEM 401014 - SUPERPAVE TYPE B, PG 64-22

ITEM 705012 - DIRECTIONAL TACTILE SURFACE INDICATORSL

ITEM 727002 - WOOD POST AND RAIL FENCEM

ITEM 824005 - TUBULAR MARKER, WHITE, 28"N

ITEM 705002 - PCC SIDEWALK, 6"O

ITEM 908020 - EROSION CONTROL BLANKET MULCHP

CEDAR NECK ROAD - SHARED-USE PATH

MATERIAL TYPE

LIFT THICKNESS (IN)

MINIMUM MAXIMUM

TYPE C (12.5 MM MIX)

TYPE B (19 MM MIX)

1.0

2.0

1.5 2.0

2.25 4.0

0.5

1.25

TYPE C (4.75 MM MIX)

TYPE C (9.5 MM MIX)

GRADE

BINDER

ALL

76-22, 70-22

ALL

TYPE BCBC (25 MM MIX)

GABC

6.0

3.0 6.0

4.0 8.0

2.25TYPE B (19 MM MIX)

64-22

SHARED USE PATHS

ITEM 401574 - PERVIOUS BITUMINOUS ASPHALT PAVEMENT FOR Q

R ITEM 705512 - PERVIOUS PCC SIDEWALK

CONTRACT

T202201701

COUNTY

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

-A

P R

-2

D e la w a re

D e p a rt m e n t o f

T ra n s p o rt a ti o n \0

-D e lD

O T

A g m t F

T a s k

W o rk in g \C

A D

D \S h e e ts

\T S

\t s c e d a r.

d g n

CEDAR NECK ROAD PATHWAY

N/A

C. JONES

J. HERMES

CEN

EX. SHLDR

EX. TRAVEL LANE

11'

EX. SHLDR

EX. TRAVEL LANE

11'

R/W BASELINE

EXISTING

EX. RIGHT-OF-WAY BY PE

15'

EX. RIGHT-OF-WAY BY PE

40'

1.5% 6:1

SHARED-USE PATH

6:1 MAX

VAR.

GRASS BUFFER

12'*

MEDIAN

3' - 8'

PGA

CONSTRUCTION

33'

LOC LOC

6:1

PDGA

DETAIL SHEET FOR FURTHER INFORMATION.

CONSTRUCTION PLANS. SEE CONSTRUCTION

* DTSI SHALL BE PLACED AS SHOWN ON THE

EX. SHLDR

EX. TRAVEL LANE

11'

EX. SHLDR

EX. TRAVEL LANE

11'

R/W BASELINE

EXISTING

EX. RIGHT-OF-WAY BY PE

20'

EX. RIGHT-OF-WAY BY PE

15' - 30'

1.5%

SHARED-USE PATH

8'VAR.

LOC LOC

TCE £

CONSTRUCTION

1' 1' 2'

4:1 6:1 MAX

EX. SHLDR

EX. TRAVEL LANE

11'

EX. SHLDR

EX. TRAVEL LANE

11'

R/W BASELINE

EXISTING

EX. RIGHT-OF-WAY BY PE

20'

EX. RIGHT-OF-WAY BY PE

15' - 30'

1.5% 67:1

SHARED-USE PATH

GRASS BUFFER

0'-5'

PGA

VAR.*

LOC LOC

PE £

CONSTRUCTION

10' - 15'

6:14:1

EX. TRAVEL LANE

11'

EX. RIGHT-OF-WAY BY PE

15'

SHARED-USE PATH

8'VAR.* 2'

PGA

CONSTRUCTION

LOC LOC

15' - 20'

1.5%

GRASS BUFFER

5'-0'

67:1 EXISTING

MATCH

-STA. 112+84.49 TO STA. 113+71.00

-STA. 112+01.57 TO STA. 112+51.63

* SWALE SHALL BE CONSTRUCTED FROM:

STA. 106+53.63 TO STA. 107+84.20.

* SWALE SHALL BE CONSTRUCTED FROM

SHLDR

EX.

EX. TRAVEL LANE

11'

R/W BASELINE

EXISTING

EX. RIGHT-OF-WAY BY PE

30'

EX. TURN LANE

11'

-STA. 122+41.41 TO STA. 123+43.03

-STA. 121+77.26 TO STA. 122+02.18

* SWALE SHALL BE CONSTRUCTED FROM:

SAWCUT

6:14:14:1

PR - POINT OF ROTATION

PGA - PROFILE GRADE APPLICATION

PDGA - PROFILE DITCH GRADE APPLICATION

NOTES:

PAVEMENT APPLICATIONS.

SEE CONSTRUCTION DETAIL SHEET FOR FURTHER INFORMATION ON PERVIOUS 10.

TYPE B OVER 8" GRADED AGGREGATE BASE COURSE.

PIPE PATCH SECTION SHALL BE 2" SUPERPAVE TYPE C OVER 6" SUPERPAVE 9.

SHOWN ON THE PLANS AND FOLLOW TYPICAL SECTION.

MILL AND OVERLAY LIMITS OF THE EXISTING PATH SHALL BE COMPLETED AS8.

MULCH FOOTPRINT.

PERMANENT GRASS SEEDING AREAS OUTSIDE OF EROSION CONTROL BLANKET

ITEM 908026 - EROSION CONTROL MULCH SHALL BE UTILIZED IN ALL 7.

OTHERWISE NOTED.

BOTTOM OF DITCHES AND UP TO 2' ON THE ADJACENT SLOPES UNLESS

ITEM 908020 - EROSION CONTROL BLANKET MULCH SHALL BE UTILIZED ON THE 6.

BY THE ENGINEER.

GABC SHALL BE PLACED IN TWO EQUAL LIFTS, UNLESS OTHERWISE DIRECTED 5.

UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

PROFILE BITUMINOUS CONCRETE MILLING SHALL NOT EXCEED 2" IN DEPTH, 4.

ENGINEER.

IN DEPTH, LOOSE MEASUREMENT, UNLESS OTHERWISE APPROVED BY THE

BORROW, TYPE A SHALL BE PLACED IN SUCCESSIVE LAYERS NOT TO EXCEED 8" 3.

DELDOT STANDARD SPECIFICATIONS.

MATERIAL. THE CONTRACTOR SHALL COMPACT ALL MATERIALS TO MEET THE

EXCAVATED TO THE DEPTH OF STABLE SOIL AND BACKFILLED WITH APPROVED

OF THE SUBBASE COURSE. ALL UNSUITABLE MATERIAL FOUND SHALL BE

CONTRACTOR SHALL LOAD TEST ALL SUBGRADE SOIL PRIOR TO THE PLACEMENT 2.

BY THE ENGINEER IN THE FIELD.

AREAS, UNLESS OTHERWISE NOTED IN THE TYPICAL SECTIONS OR AS DIRECTED

EXISTING MATERIALS EXCAVATED FOR THE PROJECT SHALL BE UTILIZED IN FILL1.

6" 6"

6" 6" 6"

NOT TO SCALE

TYPICAL SECTIONS

LEGEND

MATERIAL TYPE

LIFT THICKNESS (IN)

MINIMUM MAXIMUM

TYPE C (12.5 MM MIX)

TYPE B (19 MM MIX)

1.0

2.0

1.5 2.0

2.25 4.0

0.5

1.25

TYPE C (4.75 MM MIX)

TYPE C (9.5 MM MIX)

GRADE

BINDER

ALL

76-22, 70-22

ALL

TYPE BCBC (25 MM MIX)

GABC

6.0

3.0 6.0

4.0 8.0

2.25TYPE B (19 MM MIX)

64-22

ITEM 705001 - PCC SIDEWALK, 4"H

ITEM 209001 - BORROW, TYPE A

ITEM 301001 - GABC

ITEM 401005 - SUPERPAVE TYPE C, 9.5mm, PG 64-22 (CARBONATE STONE)

ITEM 401030 - SUPERPAVE TYPE B, PG 64-22, PATCHING

ITEM 908026 - EROSION CONTROL MULCH

ITEM 908016 - PERMANENT GRASS SEEDING, SUBDIVISION

ITEM 908004 - TOPSOIL, 6" DEPTH

PAVEMENT

ITEM 760010 - PAVEMENT MILLING, BITUMINOUS CONCRETE

ITEM 701021 - I.PCC CURB AND GUTTER, TYPE 3-4

ITEM 401029 - SUPERPAVE TYPE C, 9.5mm, PG 64-22, PATCHING

ITEM 301002 - GABC, PATCHING

K ITEM 401014 - SUPERPAVE TYPE B, PG 64-22

ITEM 705012 - DIRECTIONAL TACTILE SURFACE INDICATORSL

ITEM 727002 - WOOD POST AND RAIL FENCEM

ITEM 824005 - TUBULAR MARKER, WHITE, 28"N

ITEM 705002 - PCC SIDEWALK, 6"O

ITEM 908020 - EROSION CONTROL BLANKET MULCHP

SHARED USE PATHS

ITEM 401574 - PERVIOUS BITUMINOUS ASPHALT PAVEMENT FOR Q

R ITEM 705512 - PERVIOUS PCC SIDEWALK

CEDAR NECK ROAD - PERVIOUS ASPHALT

STATION 135+06.81 TO STATION 139+42.33

STATION 131+84.46 TO STATION 135+06.81

STATION 139+42.33 TO STATION 147+07.69

O.G.

HOTMIX

EXISTING

HOTMIX

EXISTING O.G.

O.G.

CEDAR NECK ROAD - EX. SUP MILL AND OVERLAY

STATION 126+04.19 TO STATION 131+84.46

STATION 123+89.20 TO STATION 124+94.90

STATION 118+66.71 TO STATION 121+87.19

STATION 114+88.08 TO STATION 117+26.27

CONCRETE SW

EXISTING

1.5"

F F

O.G.

FQF

SEE NOTE 10

O.G.

P P

CEDAR NECK ROAD - PERVIOUS ASPHALT

SEE NOTE 10

CONTRACT

T202201701

COUNTY

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

-J

U N

-2

D e la w a re

D e p a rt m e n t o f

T ra n s p o rt a ti o n \0

-D e lD

O T

A g m t F

T a s k

W o rk in g \C

A D

D \S h e e ts

\T S

\t s c e d a r.

d g n

CEDAR NECK ROAD PATHWAY

N/A

C. JONES

J. HERMES

CEN

PR - POINT OF ROTATION

PGA - PROFILE GRADE APPLICATION

PDGA - PROFILE DITCH GRADE APPLICATION

NOTES:

PAVEMENT APPLICATIONS.

SEE CONSTRUCTION DETAIL SHEET FOR FURTHER INFORMATION ON PERVIOUS 10.

TYPE B OVER 8" GRADED AGGREGATE BASE COURSE.

PIPE PATCH SECTION SHALL BE 2" SUPERPAVE TYPE C OVER 6" SUPERPAVE 9.

SHOWN ON THE PLANS AND FOLLOW TYPICAL SECTION.

MILL AND OVERLAY LIMITS OF THE EXISTING PATH SHALL BE COMPLETED AS8.

MULCH FOOTPRINT.

PERMANENT GRASS SEEDING AREAS OUTSIDE OF EROSION CONTROL BLANKET

ITEM 908026 - EROSION CONTROL MULCH SHALL BE UTILIZED IN ALL 7.

OTHERWISE NOTED.

BOTTOM OF DITCHES AND UP TO 2' ON THE ADJACENT SLOPES UNLESS

ITEM 908020 - EROSION CONTROL BLANKET MULCH SHALL BE UTILIZED ON THE 6.

BY THE ENGINEER.

GABC SHALL BE PLACED IN TWO EQUAL LIFTS, UNLESS OTHERWISE DIRECTED 5.

UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

PROFILE BITUMINOUS CONCRETE MILLING SHALL NOT EXCEED 2" IN DEPTH, 4.

ENGINEER.

IN DEPTH, LOOSE MEASUREMENT, UNLESS OTHERWISE APPROVED BY THE

BORROW, TYPE A SHALL BE PLACED IN SUCCESSIVE LAYERS NOT TO EXCEED 8" 3.

DELDOT STANDARD SPECIFICATIONS.

MATERIAL. THE CONTRACTOR SHALL COMPACT ALL MATERIALS TO MEET THE

EXCAVATED TO THE DEPTH OF STABLE SOIL AND BACKFILLED WITH APPROVED

OF THE SUBBASE COURSE. ALL UNSUITABLE MATERIAL FOUND SHALL BE

CONTRACTOR SHALL LOAD TEST ALL SUBGRADE SOIL PRIOR TO THE PLACEMENT 2.

BY THE ENGINEER IN THE FIELD.

AREAS, UNLESS OTHERWISE NOTED IN THE TYPICAL SECTIONS OR AS DIRECTED

EXISTING MATERIALS EXCAVATED FOR THE PROJECT SHALL BE UTILIZED IN FILL1.1.5% 67:1

EX. SHLDR

EX. TRAVEL LANE

11'

EX. TRAVEL LANE

11'

R/W BASELINE

EXISTING

EX. RIGHT-OF-WAY

15'

EX. RIGHT-OF-WAY

30'

EX. SHLDR

SHARED-USE PATH

BUFFER

GRASS

4'VAR.

PGA

CONSTRUCTION

LOCLOC

20' - 25'

6:1

EX. SHLDR

EX. TRAVEL LANE

11'

EX. SHLDR

EX. TRAVEL LANE

11'

R/W BASELINE

EXISTING

EX. RIGHT-OF-WAY BY PE

40'

EX. RIGHT-OF-WAY BY PE

40'

1.5%

SHARED-USE PATH

LOC LOC

2'4'

1.5%6:1 6:1

PGA

1.5%

PGA

6:1

EX. SHLDR

EX. TRAVEL LANE

11'

EX. TRAVEL LANE

11'

R/W BASELINE

EXISTING

EX. RIGHT-OF-WAY

15' - 25'

EX. RIGHT-OF-WAY BY PE

40' - 15'

EX. SHLDR

SHARED-USE PATH

GRASS BUFFER

VARIES*

GRASS BUFFER

VARIES**

SIDEWALK

5' VARIES

CONSTRUCTION

LOC LOC LOCLOC

VAR.

25' - 15'

-STA. 143+54.66 TO STA. 143+89.94

-STA. 131+70.54 TO STA. 132+60.50

* SWALE SHALL BE PLACED FROM:

-STA. 130+15.41 TO STA. 131+90.39

** SWALE SHALL BE PLACED FROM:

6:16:1 6:1

T C

H L

E S

T A

DATUM REFERENCE:

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

VERTICAL - THIS PROJECT IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF

SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD 83 / 2011 / EPOCH 2010.00).

HORIZONTAL - THIS PROJECT IS REFERENCED TO THE DELAWARE STATE PLANE COORDINATE

CONSTRUCTION ALIGNMENT CONTROL

POINT NO. STATION OFFSET NORTHING EASTING

HORIZONTAL / VERTICAL CONTROL DATA

POINT NO. STATION OFFSET NORTHING EASTING ELEV.

111+20.27 28.32 202310.3251 751177.0305TP1 13.27

114+83.44 49.11 202639.9803 751346.0340TP2 11.86

118+52.83 33.75 203006.0164 751417.1950TP3 12.63

123+68.10 21.30 203509.9886 751521.6133TP4 13.29

120+57.18 -25.54 203218.4032 751403.9710TP13 12.70

114+62.92 -23.78 202640.7324 751270.3154TP14 12.28

VERTICAL CONTROL

HORIZONTAL AND

EXISTING RIGHT-OF-WAY BASELINE

110+88.15 -18.52 202303.0450 751120.1826TP15 13.46

105+18.01 -21.36 201801.6554 750849.0564TP16 10.44

101+20.18 -17.69 201449.5534 750663.8365TP17 12.71

107+02.64 20.37 201944.4872 750973.2618TP18 12.13

SCALE

FEET

100 200 300

PIN)

(CAPPED IRON

TP17

PIN)

(CAPPED IRON

TP16

PIN)

(CAPPED IRON

TP18

PIN)

(CAPPED IRON

TP1

PIN)

(CAPPED IRON

TP15

PIN)

(CAPPED IRON

TP2

PIN)

(CAPPED IRON

TP14

PIN)

(CAPPED IRON

TP3

PIN)

(CAPPED IRON

TP13

PIN)

(CAPPED IRON

TP4

CEDAR NECK ROAD (S357)

30000

30001

CEDAR NECK ROAD (S357)

F R E

D H

U D S

O N R

O A

D (S

100+00.00 0.00 201335.3299 750622.488410000

108+69.58 0.00 202101.1633 751034.398010001

111+21.02 0.00 202323.4461 751151.923410002

114+06.05 0.00 202579.4728 751277.190610003

115+13.76 0.00 202682.8574 751307.399310004

116+08.67 0.00 202774.8811 751330.643810005

117+06.88 0.00 202870.3536 751353.686410006

119+73.65 0.00 203131.2228 751409.451210007

300+00.00 0.00 202600.3516 751283.291430000

303+10.26 0.00 202601.2972 751593.549530001

STA. 114+27.80

CEDAR NECK RD

STA. 300+00.00 =

POB FRED HUDSON RD

CONTRACT

T202201701

COUNTY

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

-S

E P

-2

D e la w a re

D e p a rt m e n t o f

T ra n sp o rt a ti o n \0

-D e lD

O T

A g m t F

T a sk

W o rk in g \C

A D

D \S h e e ts

\H V

\H V c e d a r_

E X

.d g n

CEDAR NECK ROAD PATHWAY

N/A

C. JONES

J. HERMES

CEN

N28°16'26.19"E

N27°51'58.70"E

N26°04'16.72"E

N16°17'17.51"E N14°10'33.51"E N13°34'08.51"E N12°03'58.51"E

N13°24'15.36"E

I 1 .7

100+00

105+00

110+00

115+00

120+00

125+00

N °4

303+10.26

POE

POB 300+00.00

T C

H L

E S

T A

CONSTRUCTION ALIGNMENT CONTROL

POINT NO. STATION OFFSET NORTHING EASTING

HORIZONTAL / VERTICAL CONTROL DATA

POINT NO. STATION OFFSET NORTHING EASTING ELEV.

129+47.66 29.20 204068.3423 751672.7359TP5 12.56

134+27.26 22.18 204531.8793 751796.0709TP6 11.23

140+98.60 16.29 205179.7372 751972.1839TP7 10.02

147+59.75 31.76 205833.5556 752107.7448TP8 11.28

143+42.20 -29.56 205426.7965 751993.0434TP9 9.98

137+26.82 -22.57 204832.3576 751834.1123TP10 11.04

VERTICAL CONTROL

HORIZONTAL AND

131+60.91 20.97 204287.1999 751682.3139TP11 12.08

125+99.70 -28.65 203746.8602 751526.7098TP12 13.20

SCALE

FEET

100 200 300

PIN)

(CAPPED IRON

TP12

PIN)

(CAPPED IRON

TP5

PIN)

(CAPPED IRON

TP11

PIN)

(CAPPED IRON

TP6

PIN)

(CAPPED IRON

TP10

PIN)

(CAPPED IRON

TP7

PIN)

(CAPPED IRON

TP9

PIN)

(CAPPED IRON

TP8

CEDAR NECK ROAD (S357)

Drawing-1

1:100

EXISTING RIGHT-OF-WAY BASELINE

DATUM REFERENCE:

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

VERTICAL - THIS PROJECT IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF

SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD 83 / 2011 / EPOCH 2010.00).

HORIZONTAL - THIS PROJECT IS REFERENCED TO THE DELAWARE STATE PLANE COORDINATE

10017

127+10.08 0.00 203847.5982 751580.172310008

133+25.42 0.00 204439.8453 751747.134510009

137+95.42 0.00 204892.2829 751874.414510010

140+99.57 0.00 205185.0814 751956.763510011

143+81.13 0.00 205456.4240 752031.924710012

144+80.34 0.00 205553.6550 752051.629110013

145+85.28 0.00 205657.0775 752069.404610014

146+31.12 0.00 205702.5417 752075.269810015

147+10.93 0.00 205782.2848 752078.483510016

147+43.91 0.00 205815.2443 752077.349510017

149+00.43 0.00 205971.2737 752064.900510018

401+00.21 0.00 205836.5126 752175.276940000

404+01.73 0.00 205895.9285 752470.888340001

K M

A N R

O A D (S

STA. 147+43.91

PI CEDAR NECK RD

STA. 400+00.00 =

POB HICKMAN RD

CONTRACT

T202201701

COUNTY

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

-S

E P

-2

D e la w a re

D e p a rt m e n t o f

T ra n sp o rt a ti o n \0

-D e lD

O T

A g m t F

T a sk

W o rk in g \C

A D

D \S h e e ts

\H V

\H V c e d a r_

E X

.d g n

CEDAR NECK ROAD PATHWAY

N/A

C. JONES

J. HERMES

CEN

N15°44'37.80"E

N15°42'44.62"E

N15°42'30.66"E

N15°28'57.34"E N11°27'22.33"E N09°45'08.25"E

N04°3 3'42

.33" W

130+00

135+00

140+00

145+00 N °4

'4 .7 "E

N °3

'0 .2 "E 404

+01.

+00.

N01°58'13.81"W

N07°21'03.19"E

N02°18'28.19"E

T C

H L

E S

T A

DATUM REFERENCE:

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

VERTICAL - THIS PROJECT IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF

SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD 83 / 2011 / EPOCH 2010.00).

HORIZONTAL - THIS PROJECT IS REFERENCED TO THE DELAWARE STATE PLANE COORDINATE

CONSTRUCTION ALIGNMENT CONTROL

POINT NO. STATION OFFSET NORTHING EASTING

VERTICAL CONTROL

HORIZONTAL AND

SCALE

FEET

100 200 300

PIN)

(CAPPED IRON

TP17

PIN)

(CAPPED IRON

TP16

PIN)

(CAPPED IRON

TP18

PIN)

(CAPPED IRON

TP1

PIN)

(CAPPED IRON

TP15

PIN)

(CAPPED IRON

TP2

PIN)

(CAPPED IRON

TP14

PIN)

(CAPPED IRON

TP3

PIN)

(CAPPED IRON

TP13

PIN)

(CAPPED IRON

TP4

2000+00.00 0.00 201286.3317 750578.056880000

CEDAR NECK ROAD (S357)

F R E

D H

U D S

O N R

O A

D (S

PROPOSED CONSTRUCTION BASELINE LT

2001+54.93 0.00 201422.6920 750651.607880001

2001+85.70 0.00 201449.1660 750667.293780002

2003+02.32 0.00 201551.8287 750722.614980003

2003+27.77 0.00 201576.0900 750730.292880004

2011+45.30 0.00 202296.7136 751116.316180009

2011+70.80 0.00 202316.9327 751131.846480010

2014+56.49 0.00 202575.7651 751251.973080015

2015+67.68 0.00 202684.3993 751275.641580016

2017+12.40 0.00 202825.6831 751307.019280017

2018+35.11 0.00 202945.7025 751332.574780018

2019+25.94 0.00 203033.7198 751355.008980019

2022+46.96 0.00 203346.6051 751426.803480020

2024+53.82 0.00 203548.8299 751470.338880021

CIRCULAR CURVE 1

TANGENT DIRECTION: N26°13'04.68"E

RADIAL DIRECTION: S63°46'55.32"E

CHORD DIRECTION: N27°16'05.91"E

RADIAL DIRECTION: S61°40'52.86"E

TANGENT DIRECTION: N28°19'07.14"E

EXTERNAL: 0.16

MIDDLE ORDINATE: 0.16

CHORD: 35.97

TANGENT: 17.99

LENGTH: 35.97

DEGREE OF CURVE(ARC): 05°50'25.97"

DELTA: 02°06'02.46" LEFT

RADIUS: 981.00

PT( 80008) 2011+08.17 202263.3997 751099.9106

CC( 80007) 202696.7929 750219.8360

PI( 80006) 2010+90.19 202247.2644 751091.9648

PC( 80005) 2010+72.20 202231.4313 751083.4329

STATION NORTHING EASTING

CIRCULAR CURVE 2

TANGENT DIRECTION: N18°36'24.38"E

RADIAL DIRECTION: S71°23'35.62"E

CHORD DIRECTION: N22°24'44.53"E

RADIAL DIRECTION: S63°46'55.32"E

TANGENT DIRECTION: N26°13'04.68"E

EXTERNAL: 0.22

MIDDLE ORDINATE: 0.22

CHORD: 13.05

TANGENT: 6.54

LENGTH: 13.06

DEGREE OF CURVE(ARC): 58°16'00.89"

DELTA: 07°36'40.30" LEFT

RADIUS: 98.33

PT( 80014) 2014+13.35 202534.8756 751238.2068

CC( 80013) 202566.2509 751145.0133

PI( 80012) 2014+06.83 202528.6765 751236.1197

PC( 80011) 2014+00.29 202522.8085 751233.2300

STATION NORTHING EASTING

2025+09.43 0.00 203601.1764 751489.109380022

CONTRACT

T202201701

COUNTY

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

-S

E P

-2

D e la w a re

D e p a rt m e n t o f

T ra n sp o rt a ti o n \0

-D e lD

O T

A g m t F

T a sk

W o rk in g \C

A D

D \S h e e ts

\H V

\H V c e d a r_

L T

.d g n

CEDAR NECK ROAD PATHWAY

N/A

C. JONES

J. HERMES

CEN

N30°38'48.20"E

N17°33'38.46"E

N26°13'04.68"E

N37°31'40.43"E

N18°36'24.38"E

N12°01'13.31"E

N14°17'57.52"E

N19°43'36.91"E

N13°27'26.70"E

P I

N28°20'30.76"E

N28°19'07.14"E

N26°13'04.68"E

N12°17'28.15"E N12°31'17.69"E N12°55'24.08"E

N12°08'57.54"E

P I

I 2 1+

2000+00

2005+00

2010+00

2015+00

2020+00

2025+00

T C

H L

E S

T A

CONSTRUCTION ALIGNMENT CONTROL

POINT NO. STATION OFFSET NORTHING EASTING

VERTICAL CONTROL

HORIZONTAL AND

SCALE

FEET

100 200 300

2026+64.12 0.00 203751.6226 751525.110080023

PIN)

(CAPPED IRON

TP12

PIN)

(CAPPED IRON

TP5

PIN)

(CAPPED IRON

TP11

PIN)

(CAPPED IRON

TP6

PIN)

(CAPPED IRON

TP10

PIN)

(CAPPED IRON

TP7

PIN)

(CAPPED IRON

TP9

PIN)

(CAPPED IRON

TP8

CEDAR NECK ROAD (S357)

PROPOSED CONSTRUCTION BASELINE LT

DATUM REFERENCE:

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

VERTICAL - THIS PROJECT IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF

SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD 83 / 2011 / EPOCH 2010.00).

HORIZONTAL - THIS PROJECT IS REFERENCED TO THE DELAWARE STATE PLANE COORDINATE

2029+54.46 0.00 204032.0978 751600.129980024

2032+54.23 0.00 204320.6803 751681.835580025

2032+69.51 0.00 204334.3179 751688.721680026

2036+11.24 0.00 204662.8271 751782.314780027

2036+35.48 0.00 204685.1380 751791.790680028

CIRCULAR CURVE 4

TANGENT DIRECTION: N00°23'31.63"W

RADIAL DIRECTION: N89°36'28.37"E

CHORD DIRECTION: N07°01'54.98"E

RADIAL DIRECTION: S75°32'38.41"E

TANGENT DIRECTION: N14°27'21.59"E

EXTERNAL: 8.28

MIDDLE ORDINATE: 8.22

CHORD: 253.26

TANGENT: 127.70

LENGTH: 253.97

DEGREE OF CURVE(ARC): 05°50'47.43"

DELTA: 14°50'53.22" LEFT

RADIUS: 980.00

PCC( 80036) 2047+68.33 205784.0951 752054.9570

CC( 80035) 205777.3883 751074.9799

PI( 80034) 2046+42.07 205656.3999 752055.8309

PC( 80033) 2045+14.37 205532.7446 752023.9528

STATION NORTHING EASTING

CIRCULAR CURVE 3

TANGENT DIRECTION: N14°27'21.59"E

RADIAL DIRECTION: S75°32'38.41"E

CHORD DIRECTION: N15°10'45.11"E

RADIAL DIRECTION: S74°05'51.37"E

TANGENT DIRECTION: N15°54'08.63"E

EXTERNAL: 0.40

MIDDLE ORDINATE: 0.40

CHORD: 125.71

TANGENT: 62.86

LENGTH: 125.72

DEGREE OF CURVE(ARC): 01°09'01.86"

DELTA: 01°26'47.03" LEFT

RADIUS: 4980.00

PT( 80032) 2042+22.01 205249.6418 751950.9693

CC( 80031) 206492.8312 747128.6379

PI( 80030) 2041+59.15 205188.7701 751935.2767

PC( 80029) 2040+96.29 205128.3140 751918.0526

STATION NORTHING EASTING

CIRCULAR CURVE 5

TANGENT DIRECTION: N05°37'56.93"W

RADIAL DIRECTION: N84°22'03.07"E

CHORD DIRECTION: N03°00'44.28"W

RADIAL DIRECTION: N89°36'28.37"E

TANGENT DIRECTION: N00°23'31.63"W

EXTERNAL: 2.07

MIDDLE ORDINATE: 2.07

CHORD: 181.03

TANGENT: 90.61

LENGTH: 181.09

DEGREE OF CURVE(ARC): 02°53'37.41"

DELTA: 05°14'25.29" LEFT

RADIUS: 1980.00

PT( 80039) 2049+49.43 205964.8757 752045.4437

CC( 80038) 205770.5445 750075.0033

PI( 80037) 2048+58.94 205874.7031 752054.3369

PCC( 80036) 2047+68.33 205784.0951 752054.9570

STATION NORTHING EASTING

P O E P T

CONTRACT

T202201701

COUNTY

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

-S

E P

-2

D e la w a re

D e p a rt m e n t o f

T ra n sp o rt a ti o n \0

-D e lD

O T

A g m t F

T a sk

W o rk in g \C

A D

D \S h e e ts

\H V

\H V c e d a r_

L T

.d g n

CEDAR NECK ROAD PATHWAY

N/A

C. JONES

J. HERMES

CEN

N26°47'26.39"E

N23°00'42.28"E

N13°27'26.70"E

N14°58'28.59"E

N15°48'29.77"E

N15°54'08.63"E

N14°27'21.59"E

N05 °37'

56.9 3"W

T 2

P I

2030+00

2035+00

2040+00

2045+00

0+0

N00°23'31.63"W

CONSTRUCTION ALIGNMENT CONTROL

POINT NO. STATION OFFSET NORTHING EASTING

VERTICAL CONTROL

HORIZONTAL AND

SCALE

FEET

100 200 300

PIN)

(CAPPED IRON

TP12

PIN)

(CAPPED IRON

TP5

PIN)

(CAPPED IRON

TP11

PIN)

(CAPPED IRON

TP6

PIN)

(CAPPED IRON

TP10

PIN)

(CAPPED IRON

TP7

PIN)

(CAPPED IRON

TP9

PIN)

(CAPPED IRON

TP8

CEDAR NECK ROAD (S357)

PROPOSED CONSTRUCTION BASELINE RT

DATUM REFERENCE:

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

VERTICAL - THIS PROJECT IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF

SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD 83 / 2011 / EPOCH 2010.00).

HORIZONTAL - THIS PROJECT IS REFERENCED TO THE DELAWARE STATE PLANE COORDINATE

CIRCULAR CURVE 7

TANGENT DIRECTION: N15°43'32.28"E

RADIAL DIRECTION: S74°16'27.72"E

CHORD DIRECTION: N38°18'50.46"E

RADIAL DIRECTION: S29°05'51.37"E

TANGENT DIRECTION: N60°54'08.63"E

EXTERNAL: 0.42

MIDDLE ORDINATE: 0.38

CHORD: 3.84

TANGENT: 2.08

LENGTH: 3.94

DEGREE OF CURVE(ARC): 65°54'56.13"

DELTA: 45°10'36.34" LEFT

RADIUS: 5.00

751830.2657 PT( 90012) 3005+35.75 204614.5824

751825.4529 CC( 90011) 204615.9376

751829.7019 PI( 90010) 3005+33.89 204612.5802

751827.8844 PC( 90009) 3005+31.81 204611.5686

STATION NORTHING EASTING

CIRCULAR CURVE 10

TANGENT DIRECTION: N14°27'21.59"E

RADIAL DIRECTION: S75°32'38.41"E

CHORD DIRECTION: N15°10'45.11"E

RADIAL DIRECTION: S74°05'51.37"E

TANGENT DIRECTION: N15°54'08.63"E

EXTERNAL: 0.400

MIDDLE ORDINATE: 0.400

CHORD: 126.724

TANGENT: 63.367

LENGTH: 126.727

DEGREE OF CURVE(ARC): 01°08'28.861"

DELTA: 01°26'47.034" LEFT

RADIUS: 5020.000

PT( 90024) 3011+86.19 205239.6564 751989.7029

CC( 90023) 206492.8312 747128.6379

PI( 90022) 3011+22.83 205178.2958 751973.8842

PC( 90021) 3010+59.47 205117.3540 751956.5218

STATION NORTHING EASTING

CIRCULAR CURVE 11

TANGENT DIRECTION: N00°23'31.63"W

RADIAL DIRECTION: N89°36'28.37"E

CHORD DIRECTION: N07°01'54.98"E

RADIAL DIRECTION: S75°32'38.41"E

TANGENT DIRECTION: N14°27'21.59"E

EXTERNAL: 8.623

MIDDLE ORDINATE: 8.551

CHORD: 263.592

TANGENT: 132.910

LENGTH: 264.332

DEGREE OF CURVE(ARC): 05°37'02.040"

DELTA: 14°50'53.224" LEFT

RADIUS: 1020.000

PCC( 90028) 3017+42.88 205784.3689 752094.9560

CC( 90027) 205777.3883 751074.9799

PI( 90026) 3016+11.46 205651.4616 752095.8656

PC( 90025) 3014+78.55 205522.7591 752062.6863

STATION NORTHING EASTING

CIRCULAR CURVE 6

TANGENT DIRECTION: N60°54'08.63"E

RADIAL DIRECTION: S29°05'51.37"E

CHORD DIRECTION: N38°24'08.63"E

RADIAL DIRECTION: S74°05'51.37"E

TANGENT DIRECTION: N15°54'08.63"E

EXTERNAL: 0.82

MIDDLE ORDINATE: 0.76

CHORD: 7.65

TANGENT: 4.14

LENGTH: 7.85

DEGREE OF CURVE(ARC): 212°57'28.06"

DELTA: 45°00'00.00" RIGHT

RADIUS: 10.00

751815.5993 PT( 90008) 3005+17.75 204604.7315

751820.4622 CC( 90007) 204595.9936

751811.9799 PI( 90006) 3005+14.04 204602.7172

751810.8449 PC( 90005) 3005+09.90 204598.7336

STATION NORTHING EASTING

90006

90005

90009

90008

90012

90029

70000

CIRCULAR CURVE 12

TANGENT DIRECTION: N06°03'39.70"W

RADIAL DIRECTION: N83°56'20.30"E

CHORD DIRECTION: N03°13'35.67"W

RADIAL DIRECTION: N89°36'28.37"E

TANGENT DIRECTION: N00°23'31.63"W

EXTERNAL: 2.474

MIDDLE ORDINATE: 2.471

CHORD: 199.780

TANGENT: 100.012

LENGTH: 199.861

DEGREE OF CURVE(ARC): 02°50'11.129"

DELTA: 05°40'08.068" LEFT

RADIUS: 2020.000

PT( 90031) 3019+42.74 205983.8317 752083.7115

CC( 90030) 205770.5445 750075.0033

PI( 90029) 3018+42.90 205884.3786 752094.2716

PCC( 90028) 3017+42.88 205784.3689 752094.9560

STATION NORTHING EASTING

70001

3000+00.00 0.00 204105.0883 751685.083390000

3001+04.62 0.00 204206.0018 751712.681190001

3002+04.53 0.00 204303.8125 751733.059990002

3002+84.46 0.00 204380.6875 751754.961890003

3003+27.74 0.00 204423.5487 751760.934390004

4000+00.00 0.00 205834.2895 752093.997370000

4000+20.31 0.00 205834.9104 752114.301970001

4002+03.88 0.00 205875.2377 752293.387570002

4002+31.39 0.00 205890.3691 752316.358870003

4003+50.00 0.00 205913.7412 752432.642070004

90010

3019+45.00 0.00 205986.0742 752083.473490032

STA. 3017+92.82

CEDAR NECK RD

STA. 4000+00.00 =

POB HICKMAN RD

K M

A N R

O A D (S

90013

90014

90016

90017

90018

90020

CIRCULAR CURVE 8

TANGENT DIRECTION: N29°05'51.37"W

RADIAL DIRECTION: N60°54'08.63"E

CHORD DIRECTION: N06°41'09.54"W

RADIAL DIRECTION: S74°16'27.72"E

TANGENT DIRECTION: N15°43'32.28"E

EXTERNAL: 0.409

MIDDLE ORDINATE: 0.378

CHORD: 3.813

TANGENT: 2.062

LENGTH: 3.912

DEGREE OF CURVE(ARC): 65°54'56.125"

DELTA: 44°49'23.659" LEFT

RADIUS: 5.000

PT( 90016) 3009+56.26 205019.3765 751942.7335

CC( 90015) 205016.9450 751938.3646

PI( 90014) 3009+54.41 205017.5747 751943.7363

PC( 90013) 3009+52.35 205015.5898 751943.1774

STATION NORTHING EASTING

CIRCULAR CURVE 9

TANGENT DIRECTION: N15°54'08.63"E

RADIAL DIRECTION: S74°05'51.37"E

CHORD DIRECTION: N06°35'51.37"W

RADIAL DIRECTION: N60°54'08.63"E

TANGENT DIRECTION: N29°05'51.37"W

EXTERNAL: 0.824

MIDDLE ORDINATE: 0.761

CHORD: 7.654

TANGENT: 4.142

LENGTH: 7.854

DEGREE OF CURVE(ARC): 212°57'28.062"

DELTA: 45°00'00.000" RIGHT

RADIUS: 10.000

PT( 90020) 3009+79.19 205040.1478 751934.5255

CC( 90019) 205037.4078 751944.1428

PI( 90018) 3009+75.48 205036.1641 751933.3906

PC( 90017) 3009+71.33 205032.5448 751935.4049

STATION NORTHING EASTING

CONTRACT

T202201701

COUNTY

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

-S

E P

-2

D e la w a re

D e p a rt m e n t o f

T ra n sp o rt a ti o n \0

-D e lD

O T

A g m t F

T a sk

W o rk in g \C

A D

D \S h e e ts

\H V

\H V c e d a r_

R T

.d g n

CEDAR NECK ROAD PATHWAY

N/A

C. JONES

J. HERMES

CEN

N15°54'08.63"E

N14°27'21.59"E

P I

I 3

3000+00

3005+00

3010+00

3015+00

N15°17'42.90"E

N11°46'09.10"E

N15°54'08.63"E

N07°55'58.03"E

N06°03'39.70"W

PC 3005+09.90

PI 3005+14.04

PI 3005+33.89

PT 3005+35.75

PT 3005+17.75

PC 3005+31.81

N60°54'08.63"E

PC 3009+52.35

PI 3009+54.41

PT 3009+56.26

PT 3009+79.19

PI 3009+75.48

PC 3009+71.33

N29°05'51.37"W

N15°54'08.63"E

PI 3018+42.90

N88°14'54.06"E

N °18 '3 .5 1"E

N °3

'0 .2

3+5

0.0

2+3

1.3

PI 4000+20.31 PI

2+0 3.8

N56°37'36.20"E

N15°43'32.28"E

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 6, 2026.