T202401304 Construction Plans.pdf

PDF 13 MB Posted May 18, 2026

Attached to: OLD MILL BRIDGE ROAD PATHWAY, PHASE II
Solicitation number: T202401304
Issued by: Sussex County, Delaware

About this file

Written by GovTribe AI · May 19, 2026

Summary of Construction Plans for Old Mill Bridge Road Pathway, Phase II

This document is a comprehensive set of construction plans prepared by the Delaware Department of Transportation (DELDOT) for Contract T202401304, a multi-use pathway construction project in Sussex County, Delaware. The project involves the construction of a pedestrian and bicycle pathway along Old Mill Bridge Road (Route S381) spanning approximately 1.87 miles, from Road #58 to Road #384, with a contract station range of 200+46.25 to 218+87.76. The scope of work includes the installation of a five-foot-wide concrete sidewalk with associated drainage improvements, pavement removal and reconstruction, mailbox relocation, utility coordination, and erosion control measures. The plans specify construction of approximately 18.41 linear miles of 15-inch corrugated polyethylene pipe (perforated) for drainage, multiple concrete curb sections, and comprehensive site stabilization including topsoil, seeding, and mulching. Additional work includes the removal and resetting of stone pavers, tree pruning to maintain clearance standards, and the installation of wood post and rail fencing in select locations near Waters Run.

The construction plans reference compliance with Delaware Department of Transportation Standard Construction Specifications dated January 2025 and include detailed typical sections, profiles, horizontal and vertical control data, drainage schedules, and construction phasing guidance. The project is associated with a prior FY21-23 Open End Contract (T202101401) for Pedestrian Access Routes and Sidewalk Improvements. The plans indicate coordination requirements with property owners for driveway construction, notification procedures for DART First State at least 14 days prior to detours, and environmental compliance requirements including NPDES general permit for construction activities. Archaeological survey approval may be required for staging and stockpile areas exceeding 10,000 square feet, with determinations to be made by DELDOT's archaeologist within 30 days of request.

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Other files

File	Type	Posted
T202401304 Proposal.pdf	PDF	May 18, 2026
T202401304 Prevailing Wage Rate.pdf	PDF	May 18, 2026
public.ejs?command=PublicBusinessPlanholderList&projid=T202401304	—	May 18, 2026

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SWANN ACRES

ACRES

MILL CREEK

THE HAMLET

AT DIRICKSON POND

MAGNOLIA

SHORES

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GENERAL LOCATION OF CONTRACT

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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

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T O ld M il l\

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D \S h e e ts

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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:

40 M.P.H.

YEAR:

S381 OLD MILL BRIDGE ROAD

MINOR COLLECTOR

MULTI-USE PATHWAY

3,582

ESTP-2026(04)

T202401304

SUSSEX S381

PATHWAY, PHASE II

OLD MILL BRIDGE ROAD

1251 ROAD #381 (ROAD #384 TO ROAD #58)

ROAD #381 (ROAD #58 TO ROAD #384)

APPROVED DESIGN EXCEPTIONS

ADDENDA / REVISIONS

ASSOCIATED CONTRACTS

DESIGN PARAMETER REQUIRED PROVIDED DATE

CONTRACT NO. CONTRACT NAME

LOCATION MAP

N.T.S.

STATION 200+46.25

BEGIN CONTRACT

STATION 218+87.76

END CONTRACT

BRIDGE NO 460 ON COUNTY ROAD NO. 381 OVER DIRICKSON CREEK1989

KENT AND SUSSEX COUNTY FY21-23 - OLD MILL BRIDGE ROAD

OPEN END PEDESTRIAN ACCESS ROUTES AND SIDEWALK IMPROVEMENTS,

WORK ORDER #6

T202101401 -

9/24/25

Guest Stamp

Guest Text Box 10/16/2025

38 - 43RIGHT-OF-WAY PLANS (RW)CEN

32 - 37SIGNING AND STRIPING PLANS (SS)CEN

25 - 31CONSTRUCTION PHASING, M.O.T. AND EROSION CONTROL PLANSCEN

24CONSTRUCTION DETAILSCEN

19 - 23GRADES AND GEOMETRICS (GG)CEN

17 - 18PROFILESCEN

12 - 16CONSTRUCTION PLANS (CP)CEN

8 - 11HORIZONTAL AND VERTICAL CONTROLCEN

6 - 7TYPICAL SECTIONSCEN

5NOTESCEN

4LEGENDCEN

3ADDENDA AND REVISIONSCEN

2INDEX OF SHEETSCEN

1TITLECEN

SHEET NO(S)SHEET DESCRIPTIONSECTION

INDEX OF SHEETS

CONTRACT

T202401304

COUNTY

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

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 \2

-T

T O ld M il l\

W o rk in g \C

A D

D \S h e e ts

\I S

M B

.d g n

-O

C T

-2

PATHWAY, PHASE II

OLD MILL BRIDGE ROAD

A. WASLYN

J. HERMES

CEN

INDEX OF SHEETS

SCALE

FEET

100 200 300

OLD M

ILL

BRID

GE R

OAD (

R O

D N E

Y L

A N E

OLD M

ILL

BRID

GE R

OAD (

W A T E R S R

U N

SHEET LABEL ON EACH PLAN SHEET.

CORRESPONDS TO THE CROSS REFERENCE

BAYARD

TO W

ILL

IAMSVIL

D E R

K S

O N D

ADDENDUM PREPARED BY

DATE SEAL

XX, XX-XX, XX

CHANGED UNDER ADDENDUM #X:

THIS SEAL APPLIES TO THE FOLLOWING SHEETS

REVISION PREPARED BY

DATE SEAL

XX, XX-XX, XX

CHANGED UNDER REVISION #X:

THIS SEAL APPLIES TO THE FOLLOWING SHEETS

NOT TO SCALE

CONTRACT

T202401304

COUNTY

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

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 \2

-T

T O ld M il l\

W o rk in g \C

A D

D \S h e e ts

\A R

M B

.d g n

-O

C T

-2

PATHWAY, PHASE II

OLD MILL BRIDGE ROAD

A. WASLYN

J. HERMES

CEN

REVISIONS

ADDENDA AND

CONTRACT

T202401304

COUNTY

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

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 \2

-T

T O ld M il l\

W o rk in g \C

A D

D \S h e e ts

\L G

\R L

G O

M B

.d g n

-O

C T

-2

PATHWAY, PHASE II

OLD MILL BRIDGE ROAD

A. WASLYN

J. HERMES

CEN

LEGEND

PAVEMENT SECTION(S)

S.D.F.

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.

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

UTILITY MARKER UM

RIGHT-OF-WAY BY PE

CTBARRIER - 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

L A

S T

R E

E D

NOT TO SCALE

P L

C.M.

I.P.

R/W-DA

EASEMENT TYPE

100+00

R/W-PE

R/W

RTE

R/W-DA

R/W

TCE

100+00

COUNTY

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

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

-T

O ld

M il l\ W o rk in g

\C A

D D

\S h e e ts

\P N

M B

.d g n

-O

C T

-2

PATHWAY, PHASE II

OLD MILL BRIDGE ROAD

A. WASLYN

J. HERMES

CEN

NOTES

GENERAL NOTES

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

NONE

CROSS SECTIONS

DETAILS", DATED 2025.

SPECIFICATIONS", DATED JAUNARY 2025 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

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

PROJECT NOTES

DEPARTMENT'S STORMWATER ENGINEER OR THE APPROPRIATE CONSTRUCTION ENGINEER.

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

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

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,18.

INCLUDING SAW CUTTING EXISTING CURB SHALL BE INCIDENTAL TO THE PROPOSED CURB ITEM.

SHALL BE TRANSITIONED IN 10 LINEAR FEET, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PAYMENT FOR THIS WORK, IN AREAS WHERE PROPOSED CURB MEETS EXISTING CURB AND THE TWO CURB TYPES ARE NOT SIMILAR, THE PROPOSED CURB11.

SECTION 700

SECTION 900

MISCELLANEOUS

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 DISCRETION OF THE ENGINEER, 1.

SECTION 100

SECTION 200

SECTION 600

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

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.

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 BORROW7.

B. REMOVING AND RESETTING STONE PAVERS

A. DRAINAGE PIPES

NOT BE LIMITED TO THE FOLLOWING:

ITEMS TO BE REMOVED UNDER ITEM 211000 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS SHALL INCLUDE BUT5.

SHALL BE PAID UNDER ITEM 201000 - CLEARING AND GRUBBING.

DIRECTIONS, RESETTING OF THE MAILBOXES WILL BE AT THE COST OF THE CONTRACTOR. COST FOR ALL WORK AND MATERIALS

STANDARDS FOR FACILITIES IN THE PUBLIC RIGHT OF WAY. IF MAILBOXES ARE NOT SET IN ACCORDANCE WITH THE ABOVE

(PEDESTRIAN ACCESS ROUTE) WIDTH AS DETERMINED BY THE CURRENT EDITION OF THE PEDESTRIAN ACCESSIBILITY

INDIVIDUAL POST MEETING THE CRITERIA ABOVE. ALL MAILBOXES SHALL BE SET NOT TO IMPEDE THE MINIMUM PAR

SINGLE HORIZONTAL BOARD SHALL NOT BE LOCATED INSIDE THE CLEARZONE. EACH MAIL BOX SHALL BE PLACED ON AN

BY A DISTANCE OF NO LESS THAN 3/4 OF THEIR FULL HEIGHT ABOVE THE GROUND. MULTIPLE MAILBOXES ATTACHED TO A

POST OR 4 INCH DIAMETER WOOD POST. FOR RELOCATING MULTIPLE MAILBOXES TOGETHER ALL POST SHALL BE SEPARATED

SIDEWALK SHALL BE PLACED IN AN APPROPRIATE SIZE PVC SLEEVE. ACCEPTABLE POST SHALL BE 4 INCH X 4 INCH WOOD

SHALL BE PLACED ON THE FAR SIDE OF THE DRIVEWAY IN THE DIRECTION OF TRAVEL. POSTS BEING RESET IN CONCRETE

WITH LATEST VERSION OF THE UNITED STATES POSTAL SERVICE GUIDELINES. MAILBOXES LOCATED AT DRIVEWAY ENTRANCES

8 INCHES FROM THE EDGE OF THE PAVED SHOULDER. THE BOTTOM OF THE MAILBOX SHALL BE POSITIONED IN ACCORDANCE

BACK EDGE OF CURB. WHEN RELOCATING MAILBOXES IN OPEN SECTIONS, THE FACE OF THE MAILBOX SHALL SET BACK

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

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

THE CONTRACTOR SHALL REMOVE AND RESET ALL MAILBOXES TO MAINTAIN MAIL SERVICE AS DIRECTED BY THE ENGINEER.4.

SAW CUTTING, CONCRETE, FULL DEPTH.

UNLESS OTHERWISE NOTED ON THE PLANS OR DIRECTED BY THE ENGINEER AND SHALL BE PAID FOR UNDER ITEM 762001 -

SAWCUT AT THE TIE-IN POINT OR MEET THE NEAREST EXISTING SIDEWALK JOINT. ALL SAW CUTTING SHALL BE FULL DEPTH, WHERE PROPOSED CONCRETE SIDEWALK IS CONSTRUCTED TO MEET EXISTING SIDEWALK, THE EXISTING SIDEWALK SHALL BE12.

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), SEEDED, AND MULCHED AS13.

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 WHERE THE14.

ALL COSTS TO MODIFY PROPOSED CURB IS INCIDENTAL TO THE ITEM BEING INSTALLED.

THE CONTRACTOR SHALL MATCH EXISTING CURB HEIGHTS EXCEPT WHERE PROPOSED ELEVATIONS ARE GIVEN IN THE PLANS.15.

CONSULTANT ON ITS BEHALF WILL UNDERTAKE THE SURVEY.

WHICH MAY TAKE UP TO 3 MONTHS. IF AN ARCHAEOLOGICAL SURVEY IS NECESSARY, DELDOT OR A

PERFORM AN ARCHAEOLOGICAL SURVEY TO DETERMINE WHETHER TO APPROVE OR REJECT THE REQUEST,3)

REJECT THE REQUEST; OR 2)

APPROVE THE USE OF THE PROPOSED STAGING AND STOCKPILE AREA(S); 1)

WITHIN 30 DAYS, DELDOT WILL;

CONSTRUCTION AREA ENGINEER WHO WILL COORDINATE WITH DELDOT’S ARCHAEOLOGIST.

CUMULATIVELY ARE LARGER THAN 10,000 SQUARE FEET, MUST BE APPROVED BY DELDOT’S ARCHAEOLOGIST. CONTACT THE ANY STAGING AND/OR STOCKPILE AREA(S) OUTSIDE THE PROJECT’S LIMIT OF CONSTRUCTION (LOC) THAT INDIVIDUALLY OR20.

CONTACT CONTROL CENTER: 302-576-6177.

FACILITY IS COMPLETED AND OPERABLE FOR TRANSIT OPERATIONS. FOR EMERGENCY DETOUR INFORMATION ONLY, PLEASE 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 DAYS PRIOR TO THE21.

602130 - ADJUSTING AND REPAIRING EXISTING DRAINAGE INLET.

INCLUDING CONNECTIONS TO EXISTING AND PROPOSED PIPES AND ANY NECESSARY DEWATERING ARE INCIDENTAL TO ITEM THE CONTRACTOR SHALL REPAIR DRAINAGE INLETS AS DIRECTED BY THE ENGINEER IN THE FIELD. ALL COSTS FOR REPAIRS9.

VERTICAL ADJUSTMENT OF SEWER CLEANOUTS AND VALVES SHALL BE PAID FOR UNDER ITEM 710002 - ADJUST WATER VALVE BOXES.22.

(302) 760-2193 IN ORDER TO REVIEW THESE CHANGES FOR POTENTIAL CULTURAL RESOURCE CONCERNS.

ENVIRONMENTAL STUDIES STAFF WILL NEED TO BE CONTACTED AT DOT_ENVIRONMENTALSTUDIES@DELWARE.GOV OR LOCATIONS, OTHER STOCKPILING/STAGING AREAS, OR OTHERWISE ALTER THE SCOPE OF THE PROJECT, A DELDOT STOCKPILING REMAIN WITHIN THE PROPOSED LIMIT OF CONSTRUCTION. SHOULD IT BE NECESSARY TO ADD ADDITIONAL ACCESS THERE ARE NO CULTURAL RESOURCE CONCERNS AS LONG AS THE PROJECT SCOPE IS NOT MODIFIED AND ALL STAGING AND23.

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

( X )

MUNICIPALITIES IS NOT COMPENSABLE AND THE TIME TO COMPLETE THE SURVEYS IS NOT EXCUSABLE.

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

ACCEPTABLE RESPONSES ON NIGHT WORK SURVEYS, AND ACCEPTANCE FROM THE MUNICIPALITY. METHOD AND FORMAT OF NIGHT WORK IS NOT PERMITTED ON THIS PROJECT UNLESS THE CONTRACTOR OBTAINS: APPROVAL FROM THE ENGINEER,3.

CLEARING AND GRUBBING.

DIRECTED BY THE ENGINEER IN THE FIELD. ALL COSTS ASSOCIATED WITH THE ABOVE WORK TO BE PAID UNDER ITEM 201000 - CONTRACTOR SHALL ALSO REMOVE ALL DEAD TREES AND LIMBS OVERHANGING THE SIDEWALK WITHIN THE PROJECT LIMITS, AS ENVIRONMENTALIST ADMINISTRATOR AND/OR HIS DESIGNEE AT LEAST FIVE (5) DAYS PRIOR TO THE PRUNING OPERATION. THE OVERHANG THE SIDEWALK IN ACCORDANCE WITH ANSI A300 STANDARDS. THE CONTRACTOR SHALL NOTIFY DELDOT'S ROADSIDE EITHER SIDE OF THE SIDEWALK CENTERLINE. THE CONTRACTOR SHALL PRUNE EXISTING TREE AND SHRUB BRANCHES WHICH VERTICAL CLEARANCE OF 10 FEET ABOVE THE PROPOSED SIDEWALK ELEVATION AND A 2 FOOT HORIZONTAL CLEARANCE ON IN AREAS WHERE TREES SHRUBS WILL BE OVERHANGING THE PROPOSED SIDEWALK, PRUNING MAY BE NECESSARY TO ACHIEVE A6.

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 GRATE FOR10.

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. BARE16.

ENGINEER PRIOR TO INSTALLATION. ALL COSTS INCIDENTAL TO ITEM 763501 - CONSTRUCTION ENGINEERING.

THE LOCATIONS OF ALL ABOVE GROUND ITEMS TO BE INSTALLED, SUCH AS SIGNS, ETC., SHALL BE VERIFIED BY THE19.

SECTION 400

TO MATCH EXISTING.

OVER 8" GABC, UNLESS OTHERWISE NOTED ON THE PLANS OR AS DETERMINED BY THE ENGINEER IN THE FIELD AS NEEDED THE PAVEMENT SECTION FOR FLEXIBLE PAVEMENT RESIDENTIAL DRIVEWAYS SHALL BE 2" SUPERPAVE TYPE C, PATCHING8.

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

IS FOUND, THE CONTRACTOR SHALL ADJUST THE LATERAL, AND IF NECESSARY, THE CLEANOUT, TO AVOID THE PROPOSED COUNTY REQUIRES A MINIMUM OF 12" VERTICAL CLEARANCE AT CROSSING POINTS WITHOUT SPECIAL PROTECTION. IF A CONFLICT THE CONTRACTOR SHALL PERFORM TEST HOLES ALONG THE SEWER LATERALS WHERE THEY CROSS PROPOSED DRAINAGE. THE17.

THE CONTRACTOR IS PROHIBITED TO CLEAR ANY TREES BETWEEN APRIL 1 TO SEPTEMBER 30.24.

NOT TO SCALE

PGA

PDGA

PGA

SAWCUT

PGA

SAWCUT

R/W BASELINE

EXISTING

BASELINE

CONSTRUCTION

VARIES 17' TO 19.5'

VARIES5'

SIDEWALK

PROPOSED

G A I

R/W-PE

EXISTING

LOC

VARIES 2'

25'

1.5%MAX

4:1

O.G.6:1 6:1

MAX

4:1

LEGEND

A GABCITEM 301001

C SUPERPAVE TYPE C, 9.5 mm, PG 64-22, PATCHINGITEM 401029

EROSION CONTROL BLANKET MULCHITEM 908020J

G PCC SIDEWALK, 4"ITEM 705001

E PCC CURB, TYPE 1-2ITEM 701010

D SUPERPAVE TYPE B, PG 64-22, PATCHINGITEM 401030

EROSION CONTROL MULCH

PERMANENT GRASS SEEDING, SUBDIVISION

TOPSOIL, 6" DEPTH

ITEM 908026

ITEM 908016

ITEM 908004I

B GABC, PATCHINGITEM 301002

CORRUGATED POLYETHYLENE PIPE. TYPE S, 15"ITEM 601220K

R/W BASELINE

EXISTING

BASELINE

CONSTRUCTION

VARIES 14' TO 19'

SIDEWALK

PROPOSED

1.5%

G A

R/W-PE

EXISTING

I I

25'

VARIES

LOC

6:16:1

O.G.

STATION 201+80 TO STATION 209+00

TYPICAL SIDEWALK SECTION WITH DITCH - OLD MILL BRIDGE ROAD

R/W BASELINE

EXISTING

BASELINE

CONSTRUCTION

VARIES 16' TO 25.5'

VARIES5'

SIDEWALK

PROPOSED

G A I

R/W-PE

EXISTING

LOCVARIES 10.5' TO 11'

25'

1.5%MAX

4:1

O.G.

6:1 6:1

MAX

4:1

STATION 212+42 TO STATION 215+90

VARIES 2' TO 5'

VARIES

PDGA

PE/TCE

R/W BASELINE

EXISTING

BASELINE

CONSTRUCTION

VARIES 15.5' TO 16.5'

VARIES5'

SIDEWALK

PROPOSED

R/W-PE

EXISTING

10.5'

TRAVEL LANE

6:11.5%

25'

LOC

O.G.

R/W BASELINE

EXISTING

BASELINE

CONSTRUCTION

VARIES 18' TO 19.5'

2'5'

SIDEWALK

PROPOSED

G A

R/W-PE

EXISTING

LOC

VARIES (7.5'- 9')

1.5%6:1 6:1

25'

O.G.

EXISTING HOTMIX PAVEMENT

STATION 204+26 TO 204+46

STATION 202+85 TO 203+25

STATION 201+62 TO 201+78

STATION 200+54 TO 201+02

EXISTING HOTMIX PAVEMENT

MAX

4:1

PR - POINT OF ROTATION

PDGA - PROFILE DITCH GRADE APPLICATION

PGA - PROFILE GRADE APPLICATION

ABBREVIATIONS

PAVEMENT MATERIAL LIFT THICKNESS

MATERIAL MINIMUM MAXIMUM

2"1.25"

6"2.25"

8"4"

TYPE C (9.5 MM MIX)

GABC

BINDER GRADE

TYPE B (19 MM MIX)

ALL

64-22

N/A

STATION 209+01 TO STATION 212+41

TYPICAL SIDEWALK SECTION - OLD MILL BRIDGE ROAD

STATION 200+50 TO STATION 201+79

TYPICAL SIDEWALK SECTION - OLD MILL BRIDGE ROAD TYPICAL SIDEWALK SECTION WITH DITCH - OLD MILL BRIDGE ROAD

STATION 216+00 TO STATION 217+00

TYPICAL SIDEWALK SECTION WITH CURB - OLD MILL BRIDGE ROAD

DIRECTED BY THE ENGINEER IN THE FIELD.

IN FILL AREAS, UNLESS OTHERWISE NOTED IN THE CONTRACT OR AS

EXISTING MATERIALS EXCAVATED FOR THE PROJECT SHALL BE UTILIZED2.

PE & TCE LOCATIONS VARY. SEE RIGHT-OF-WAY PLANS FOR DETAILS.1.

NOTES

SEE CONSTRUCTION DETAIL.

PERFORATED

DELAWARE NO. 57 STONEITEM 302005F

GEOTEXTILES, SEPARATIONITEM 708002H

EOP

EOP 2'

EOP

10.5'

EOP

10.5' TO 12'

EOP

10'

VARIES

STARTING AT STATION 216+78

WOOD POST AND RAIL FENCE

ITEM 727002 -

10'

R/W BASELINE

EXISTING

BASELINE

CONSTRUCTION

VARIES 14' TO 19'

6"2"

C B

ROUTE

ACCESSIBLE

PEDESTRIAN

* VARIES

R/W-PE

EXISTING

1' MIN

25'

VARIES

LOC

EXISTING HOTMIX PAVEMENT

FOR DRIVEWAYS OR ENTRANCES.

FOLLOW TYPICAL DRIVEWAY SECTION ON THIS SHEET

TYPICAL DRIVEWAY SECTION - OLD MILL BRIDGE ROAD

EOP

10.5' TO 12'

10'

VARIES

* VARIES

O.G.

VARIES

STATION 215+35 TO 215+91

STATION 211+62 TO 212+17

STATION 210+16 TO 210+75

STATION 207+04 TO 207+33

C B

CONSTRUCTION DETAILS FOR DRIVEWAY CONSTRUCTION.

FOLLOW GRADES & GEOMETRICS PLANS AND STANDARD*

GEOMETRICS

* SEE GRADES &

FOR DRIVEWAYS OR ENTRANCES.

FOLLOW TYPICAL DRIVEWAY SECTION ON THIS SHEET

FOR DRIVEWAYS OR ENTRANCES.

FOLLOW TYPICAL DRIVEWAY SECTION ON THIS SHEET

FOR DRIVEWAYS OR ENTRANCES.

FOLLOW TYPICAL DRIVEWAY SECTION ON THIS SHEET

TCE

E M

PCC SIDEWALK, 6"ITEM 705002L

BORROW, TYPE AITEM 209001M

PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENTITEM 760010N

CONTRACT

T202401304

COUNTY

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

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

-T

O ld

M il l\ W o rk in g

\C A

D D

\S h e e ts

\T S

M B

.d g n

-O

C T

-2

PATHWAY, PHASE II

OLD MILL BRIDGE ROAD

A. WASLYN

J. HERMES

CEN

TYPICAL SECTIONSNOT TO SCALE

PGA

SIDEWALK

PROPOSED

4:1

6:1

BASELINE

CONSTRUCTION

LOC

O.G.

1.5%

R/W BASELINE

EXISTING

SIDEWALK

PROPOSED

15.5'

VARIES2'

6:1

30'

BASELINE

CONSTRUCTION

R/W

EXISTING

LOC

O.G.

1.5%

R/W BASELINE

EXISTING

SIDEWALK

PROPOSED

VARIES

MAX

6:1

30'

BASELINE

CONSTRUCTION

R/W

EXISTING

LOC

O.G. 1.5%

6:1 4:1

VARIES2'VARIES

FOR PROPOSED DITCHING.

SEE GRADES AND GEOMETRICS

STATION 217+24 TO STATION 217+37

TYPICAL SIDEWALK SECTION - OLD MILL BRIDGE ROAD

EXISTING HOTMIX PAVEMENT

MAX

4:1

MAX

4:1

STATION 217+38 TO STATION 218+05

TYPICAL SIDEWALK SECTION WITH DITCH - OLD MILL BRIDGE ROAD

PDGA

6:1

VARIES

MAX

4:1

STATION 218+06 TO STATION 218+42

TYPICAL SIDEWALK SECTION WITH CURB - OLD MILL BRIDGE ROAD

EXISTING HOTMIX PAVEMENT

EXISTING CURB

EOP

LOC

O.G.

EXISTING CURB

EXISTING HOTMIX PAVEMENT

TYPICAL MILL & OVERLAY SECTION - WATERS RUN

EXISTING CURB

LEGEND

A GABCITEM 301001

C SUPERPAVE TYPE C, 9.5 mm, PG 64-22, PATCHINGITEM 401029

EROSION CONTROL BLANKET MULCHITEM 908020J

G PCC SIDEWALK, 4"ITEM 705001

E PCC CURB, TYPE 1-2ITEM 701010

D SUPERPAVE TYPE B, PG 64-22, PATCHINGITEM 401030

EROSION CONTROL MULCH

PERMANENT GRASS SEEDING, SUBDIVISION

TOPSOIL, 6" DEPTH

ITEM 908026

ITEM 908016

ITEM 908004I

B GABC, PATCHINGITEM 301002

CORRUGATED POLYETHYLENE PIPE. TYPE S, 15"ITEM 601220K

PR - POINT OF ROTATION

PDGA - PROFILE DITCH GRADE APPLICATION

PGA - PROFILE GRADE APPLICATION

ABBREVIATIONS

PAVEMENT MATERIAL LIFT THICKNESS

MATERIAL MINIMUM MAXIMUM

2"1.25"

6"2.25"

8"4"

TYPE C (9.5 MM MIX)

GABC

BINDER GRADE

TYPE B (19 MM MIX)

ALL

64-22

N/A

DIRECTED BY THE ENGINEER IN THE FIELD.

IN FILL AREAS, UNLESS OTHERWISE NOTED IN THE CONTRACT OR AS

EXISTING MATERIALS EXCAVATED FOR THE PROJECT SHALL BE UTILIZED2.

PE & TCE LOCATIONS VARY. SEE RIGHT-OF-WAY PLANS FOR DETAILS.1.

NOTES

DELAWARE NO. 57 STONEITEM 302005F

GEOTEXTILES, SEPARATIONITEM 708002H

PCC SIDEWALK, 6"ITEM 705002L

BORROW, TYPE AITEM 209001M

PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENTITEM 760010N

CONTRACT

T202401304

COUNTY

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

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

-T

O ld

M il l\ W o rk in g

\C A

D D

\S h e e ts

\T S

M B

.d g n

-O

C T

-2

PATHWAY, PHASE II

OLD MILL BRIDGE ROAD

A. WASLYN

J. HERMES

CEN

TYPICAL SECTIONSNOT TO SCALE

N18 °2

4'0 5.6

5" W

N18 °4

9'4 2.5

0" W

N18 °1

8'2 0.2

8" W

N18 °2

1'2 7.8

2" W

N17 °1

4'5 0.8

5"W

P I 1

CONTRACT

T202401304

COUNTY

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

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 \2

-T

T O ld M il l\

W o rk in g \C

A D

D \S h e e ts

\H V

M B

.d g n

-O

C T

-2

PATHWAY, PHASE II

OLD MILL BRIDGE ROAD

A. WASLYN

J. HERMES

CEN

VERTICAL CONTROL

HORIZONTAL AND

TP-74

TP-75

TP-76

TP-73

TP-72

TP-78

TP-71

TP-79

TP-3

TP-77

SCALE

FEET

100 200 300

W A T E R S R

U N

D E R

K S

O N D

R O

D N E

Y L

A N E

OLD MILL B

RIDGE ROAD (S381)

P O E

P O

N18 °2

4'0 5.6

5" W

OLD M

ILL

BRID

GE R

OAD (

HORIZONTAL / VERTICAL CONTROL DATA

POINT NO. STATION OFFSET NORTHING EASTING ELEV.

CONSTRUCTION ALIGNMENT CONTROL

POINT NO. STATION OFFSET NORTHING EASTING

EXISTING R/W £

EXISTING RIGHT-OF-WAY BASELINE

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

ALL CONTROL POINTS ARE CAPPED IRON PINS.1.

NOTES:

TP-79 - 15.290 175831.6907 741449.0936 5.900

TP-78 122+41.13 19.772 175249.4866 741641.5718 6.554

TP-77 115+99.90 23.219 174641.7825 741846.2472 8.227

TP-76 108+47.06 21.391 173928.0327 742085.5103 6.158

TP-75 - 39.037 173443.0857 742265.4425 5.988

TP-74 106+19.80 -12.441 173701.7157 742125.1481 6.169

TP-73 111+82.72 -13.046 174235.3504 741946.2610 7.607

TP-72 117+62.53 -12.960 174784.8276 741760.8169 8.606

TP-71 123+25.69 -13.250 175319.3911 741583.6629 5.666

TP-3 - -17.899 175826.2370 741416.2971 7.086

10004 127+00.00 0.000 175678.8183 741478.3586

10003 123+32.38 0.000 175329.9091 741594.1394

10002 115+73.14 0.000 174609.0860 741832.6075

10001 110+91.48 0.000 174153.2020 741988.0559

10000 106+00.00 0.000 173117.5330 742332.6087

TP-74

TP-76

TP-73

+00

N18 °24 '05 .65

N14°57'42.33"W

N18°24'05.65"W

N22°13'26.84"W

N18 °24 '05 .65

N19°50'02.81"W

N18 °24 '05 .65

"W N18

°49 '42 .50

N16°32'09.71"W

N18 °49 '42 .50

P O

P I 2

1.6

P I 2

+00

+003

CONTRACT

T202401304

COUNTY

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

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 \2

-T

T O ld M il l\

W o rk in g \C

A D

D \S h e e ts

\H V

M B

.d g n

-O

C T

-2

PATHWAY, PHASE II

OLD MILL BRIDGE ROAD

A. WASLYN

J. HERMES

CEN

VERTICAL CONTROL

HORIZONTAL AND

PROPOSED CONSTRUCTION BASELINE

STA. 200+00 TO STA. 208+50

SCALE

FEET

50 100 150

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

OLD M

ILL

BRID

GE R

OAD (S

M A T C

H L

E S

T A . 2

30009 205+67.77 0.000 174278.5933 741965.3739

30008 205+17.77 0.000 174230.6612 741979.6048

30007 204+41.66 0.000 174158.6286 742004.1666

30006 203+63.53 0.000 174084.4917 742028.8310

30005 203+43.53 0.000 174065.6781 742035.6169

30004 202+57.60 0.000 173984.1405 742062.7434

30003 202+27.60 0.000 173956.3691 742074.0903

30002 201+57.98 0.000 173890.3088 742096.0676

30001 201+32.98 0.000 173866.1564 742102.5220

200+00.00 0.000 173739.9789 742144.499530000

PROPOSED CONSTRUCTION £

COUNTY

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

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 \2

-T

T O ld M il l\

W o rk in g \C

A D

D \S h e e ts

\H V

M B

.d g n

-O

C T

-2

PATHWAY, PHASE II

OLD MILL BRIDGE ROAD

A. WASLYN

J. HERMES

CEN

VERTICAL CONTROL

HORIZONTAL AND

TP-77

TP-72

TP-78

TP-71

TP-3

TP-79

+00

211+

+00

N18°18'20.28"W

N27°53'58.92"W

N18 °18'

20.

28"

N08°42'41.63"W

N18 °18'

20.

28"

N08°42'41.63"W

N18 °18'

20.

28"

N27°53'58.92"W

N18 °18'

20.

28"

WS71

°41'

39.

72"

N26°49'28.61"W

N18 °21'

27.

82"

S76 °03 '04 .11"W

P C

P T

P C

P T

P C

P T

P C

PT 21

8+52

.73

P C

P T

1.4

P C

P T

P C

11.5

P T

PC 2

17+

29.

P T

POE 21

8+87.

P I 2

PI 217+38.21

P I 2

.18

P I 2

1.0

P I 2

PI 218+47.05

P I 2

4 P I 2

.10

P I 2

.10

P I 2

+00

30039

30044

W A T E R S R

U N

R O

D N E Y L

A N E

SCALE

FEET

50 100 150

PROPOSED CONSTRUCTION BASELINE

STA. 208+50 TO STA. 219+00

D E R

K S

O N D

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

OLD M

ILL

BRID

GE R

OAD (S

M A T C

H L

E S

T A

30047 218+87.76 0.000 175422.7242 741480.9930

30042 217+59.37 0.000 175350.1782 741551.5903

30037 216+93.26 0.000 175342.7379 741605.1682

30012 209+92.10 0.000 174678.4475 741824.4070

30011 209+62.10 0.000 174651.9345 741838.4448

30010 209+23.34 0.000 174615.1360 741850.6187

PROPOSED CONSTRUCTION £

COUNTY

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

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 \2

-T

T O ld M il l\

W o rk in g \C

A D

D \S h e e ts

\H V

M B

.d g n

-O

C T

-2

PATHWAY, PHASE II

OLD MILL BRIDGE ROAD

A. WASLYN

J. HERMES

CEN

VERTICAL CONTROL

HORIZONTAL AND

NOT TO SCALE

CIRCULAR CURVE

TANGENT DIRECTION: N08°42'41.63"W

RADIAL DIRECTION: N81°17'18.37"E

CHORD DIRECTION: N13°30'30.95"W

RADIAL DIRECTION: N71°41'39.72"E

TANGENT DIRECTION: N18°18'20.28"W

EXTERNAL: 0.39

MIDDLE ORDINATE: 0.39

CHORD: 18.40

TANGENT: 9.23

LENGTH: 18.42

DEGREE OF CURVE(ARC): 52°05'13.46"

DELTA: 09°35'38.65" RIGHT

RADIUS: 110.00

PT (30016) 212+41.41 174915.5492 741747.5878

CC (30015) 174932.2098 741856.3188

HPI (30014) 212+32.22 174906.4244 741748.9860

PC (30013) 212+22.99 174897.6604 741751.8854

STATION NORTHING EASTING

CIRCULAR CURVE

TANGENT DIRECTION: N27°53'58.92"W

RADIAL DIRECTION: N62°06'01.08"E

CHORD DIRECTION: N23°06'09.60"W

RADIAL DIRECTION: N71°41'39.72"E

TANGENT DIRECTION: N18°18'20.28"W

EXTERNAL: 0.37

MIDDLE ORDINATE: 0.37

CHORD: 17.56

TANGENT: 8.81

LENGTH: 17.58

DEGREE OF CURVE(ARC): 54°34'02.67"

DELTA: 09°35'38.65" LEFT

RADIUS: 105.00

PT (30032) 214+63.58 175128.3877 741686.1206

CC (30031) 175079.2556 741593.3249

HPI (30030) 214+54.81 175120.6003 741690.2438

PC (30029) 214+46.00 175112.2346 741693.0114

STATION NORTHING EASTING

CIRCULAR CURVE

TANGENT DIRECTION: N18°18'20.28"W

RADIAL DIRECTION: N71°41'39.72"E

CHORD DIRECTION: N13°30'30.95"W

RADIAL DIRECTION: N81°17'18.37"E

TANGENT DIRECTION: N08°42'41.63"W

EXTERNAL: 0.37

MIDDLE ORDINATE: 0.37

CHORD: 17.56

TANGENT: 8.81

LENGTH: 17.58

DEGREE OF CURVE(ARC): 54°34'02.67"

DELTA: 09°35'38.65" LEFT

RADIUS: 105.00

PT (30020) 212+73.95 174947.4094 741741.2202

CC (30019) 174914.4304 741641.5338

HPI (30018) 212+65.18 174939.0437 741743.9878

PC (30017) 212+56.37 174930.3338 741745.3224

STATION NORTHING EASTING

CIRCULAR CURVE

TANGENT DIRECTION: N18°18'20.28"W

RADIAL DIRECTION: N71°41'39.72"E

CHORD DIRECTION: N23°06'09.60"W

RADIAL DIRECTION: N62°06'01.08"E

TANGENT DIRECTION: N27°53'58.92"W

EXTERNAL: 0.39

MIDDLE ORDINATE: 0.39

CHORD: 18.40

TANGENT: 9.23

LENGTH: 18.42

DEGREE OF CURVE(ARC): 52°05'13.46"

DELTA: 09°35'38.65" RIGHT

RADIUS: 110.00

PT (30036) 215+29.95 175187.6930 741656.4613

CC (30035) 175222.2425 741760.8947

HPI (30034) 215+20.77 175178.9290 741659.3607

PC (30033) 215+11.54 175170.7707 741663.6802

STATION NORTHING EASTING

CIRCULAR CURVE

TANGENT DIRECTION: N08°42'41.63"W

RADIAL DIRECTION: N81°17'18.37"E

CHORD DIRECTION: N13°30'30.95"W

RADIAL DIRECTION: N71°41'39.72"E

TANGENT DIRECTION: N18°18'20.28"W

EXTERNAL: 0.39

MIDDLE ORDINATE: 0.39

CHORD: 18.40

TANGENT: 9.23

LENGTH: 18.42

DEGREE OF CURVE(ARC): 52°05'13.46"

DELTA: 09°35'38.65" RIGHT

RADIUS: 110.00

PT (30024) 213+54.28 175024.0706 741717.4791

CC (30023) 175040.7313 741826.2101

HPI (30022) 213+45.09 175014.9459 741718.8773

PC (30021) 213+35.86 175006.1818 741721.7767

STATION NORTHING EASTING

CIRCULAR CURVE

TANGENT DIRECTION: N26°49'28.61"W

RADIAL DIRECTION: N63°10'31.39"E

CHORD DIRECTION: N67°35'28.21"W

RADIAL DIRECTION: N18°21'27.82"W

TANGENT DIRECTION: S71°38'32.18"W

EXTERNAL: 3.20

MIDDLE ORDINATE: 2.43

CHORD: 13.06

TANGENT: 8.62

LENGTH: 14.23

DEGREE OF CURVE(ARC): 212°57'28.06"

DELTA: 81°31'59.22" RIGHT

RADIUS: 10.00

PT (30041) 217+43.82 175336.3062 741558.6050

CC (30040) 175340.8189 741567.5289

HPI (30039) 217+38.21 175328.6124 741562.4956

PC (30038) 217+29.59 175331.3278 741570.6784

STATION NORTHING EASTING

CIRCULAR CURVE

TANGENT DIRECTION: N18°18'20.28"W

RADIAL DIRECTION: N71°41'39.72"E

CHORD DIRECTION: N13°30'30.95"W

RADIAL DIRECTION: N81°17'18.37"E

TANGENT DIRECTION: N08°42'41.63"W

EXTERNAL: 0.37

MIDDLE ORDINATE: 0.37

CHORD: 17.56

TANGENT: 8.81

LENGTH: 17.58

DEGREE OF CURVE(ARC): 54°34'02.67"

DELTA: 09°35'38.65" LEFT

RADIUS: 105.00

PT (30028) 213+89.81 175058.8963 741710.6571

CC (30027) 175025.9173 741610.9707

HPI (30026) 213+81.04 175050.5306 741713.4247

PC (30025) 213+72.23 175041.8206 741714.7593

STATION NORTHING EASTING

CIRCULAR CURVE

TANGENT DIRECTION: S76°03'04.11"W

RADIAL DIRECTION: N13°56'55.89"W

CHORD DIRECTION: N61°09'11.86"W

RADIAL DIRECTION: N71°38'32.18"E

TANGENT DIRECTION: N18°21'27.82"W

EXTERNAL: 3.63

MIDDLE ORDINATE: 2.66

CHORD: 13.59

TANGENT: 9.26

LENGTH: 14.94

DEGREE OF CURVE(ARC): 212°57'28.06"

DELTA: 85°35'28.07" LEFT

RADIUS: 10.00

PT (30046) 218+52.73 175431.1680 741514.9887

CC (30045) 175421.4629 741517.3992

HPI (30044) 218+47.05 175433.3999 741523.9743

PC (30043) 218+37.79 175424.6124 741526.8903

STATION NORTHING EASTING

EXISTING

SAWCUT & MATCH

MATCH EXISTING

EXISTING

MATCH

SAWCUT &

EXISTING

SAWCUT & MATCH

SHALL BE PAID UNDER ITEM 601000.

ALL COSTS FOR CLEANING PIPE

CONTRACTOR SHALL FLUSH EXISTING PIPE.

ALL COSTS SHALL BE INCIDENTAL TO ITEM 201000.

CONTRACTOR SHALL REMOVE LANDSCAPING/TREES.

PB 13-35

DR 5663-320

STEVEN T. MARTIN

533-12.00-26.00

PB 13-35

DR 4382-304

ERIN DEKOWSKY

533-12.00-27.01

PB 13-35

DR 2772-280

JOSEPH A. LABUDA, JR.

KATHLEEN M. LABUDA AND

533-12.00-27.00

PB 13-35

DR 5625-125

VALERIE GITTINGS

AARON MARTINEK AND

533-12.00-28.00

PB 295-81

DR 5554-118

KARINA KOZLOVA PIPPIN, H/W

ALEKSEJS LAIZANS AND

533-12.00-1108.00

DR 5255-181

DAN JASON VELEZ, W/H

MARICRYST S. VELEZ AND

533-12.00-73.01

DR 4189-150

MICHAEL MULLIGAN

533-12.00-72.00

101 102 103 104

201 202 203

PB 409-26

DR 6152-75

BEAZER HOMES, LLC

533-12.00-21.00

PB 13-35

DR 5663-320

STEVEN T. MARTIN

533-12.00-26.00

PB 13-35

DR 4446-164

KAYLA N. RIEPEN, H/W

CLAYTON M. RIEPEN AND

533-12.00-29.00

PB 295-81

DR 4722-111

SWANN COVE WEST, LLC

533-12.00-73.02

DR 5382-20

WHITEMAN, H/W

AND PATRICIA

DUAINE C. WHITE

533-12.00-71.00

EX. R/W-PE PER DR 489-112

I.P.

CONCRETE SIDEWALK

6' VINYL FENCE

210679

DEC

STEPS

CONC.

29"

BUILDING

1 STORY

22" 27"

32135

DEC

OLD MILL BRIDGE RD. (S381)

MB(CIP)

TP-74

(CIP)

TP-76

12" CMP12" CMP12" CMP

M P

12" CMP

C.M.

60" (TYP.)

WALL

RETAINING

CONCRETE

LAMPI.P. I.P.

DRIVEWAY

GRAVEL

D R

H O

DRIVEWAY

HOTMIX

C.M.

GRASS

BUILDING

2 STORY

AREA

LANDSCAPE

DRIVEWAY

GRAVEL

DRIVEWAY

HOTMIX

PILLARS

CONCRETE

RETAINING WALLS

WOOD

11"8" 20" 18"30" 20"

F.H.

C.M.

WOODS

PEDESTAL

COMCAST

I.P.

DRIVEWAY

HOTMIX

DRIVEWAY

HOTMIX

W.M.

AREA

LANDSCAPE

WOOD POST

5.5"x5.5"

HOTMIX

GRASS

GRASS GRASS GRASS

GRASS

GRASSGRASS GRASS

GRASS

32134

DEC

SC-10" FM SC-10" FM SC-10" FM

SC-18" FM SC-18" FM SC-18" FM

SC-10" GMSC-10" GM

S.C.O.

PEDESTAL

COMCAST DH

S.C.O.

SC-10" GM

SC-20" FM SC-20" FM SC-20" FM

S.C.O.

AW-2"-PE

A W

AW-12"-DIP

W.M.SC

W.M.

AW-12"-DIP

COM-COAX

32138

DEC

COM-COAX

LANDSCAPE AREA

AW-2"-PE

EC 192

COMMUNICATIONS PEDESTAL

GRASS

S.C.O. C.M. S.C.O.

VER VER VER VER

106+00 107+00 108+00 109+00 110+00

DRIVEWAY

HOTMIX

DRIVEWAY

GRAVEL

29"

DRIVEWAY

HOTMIX

GRASS

EXISTING R/W B

OLD MILL BRIDGE RD

PER PB 295-81

EX. 15' DELDOT EASEMENT

PER DR 1447-84

27' DEC UTILITY EASEMENT

DR 1053-316

15' DEC UTILITY EASEMENT PER

CONTRACT

T202401304

COUNTY

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

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 \2

-T

T O ld M il l\

W o rk in g \C

A D

D \S h e e ts

\C P

M B

.d g n

-O

C T

-2

PATHWAY, PHASE II

OLD MILL BRIDGE ROAD

A. WASLYN

J. HERMES

CEN

CONSTRUCTION PLAN

200+00 201+00 202+00

203+00 204+00

M A

T C

H L

S T

C P

-0

CP-01

SCALE

FEET

20 40 60

3.854.170.0020161'S*1 15" CPP

DRAINAGE INLET SCHEDULE

NO. STATION OFFSET BOX SIZE GRATE T.G. EL. INV. EL.

3.856.12624" x 24"3.34' LT202+12.171*

* DOGHOUSE INLET OVER EXISTING 15" CMP

OWNERS.

THE CONTRACTOR SHALL COORDINATE CONSTRUCTION OF DRIVEWAYS WITH PROPERTY1.

NOTES:

4.176.86624" x 24"2.95' LT203+75.122

4.174.560.0020193'S*2 15" CPP

DRAINAGE PIPE SCHEDULE

NO. SIZE / TYPE CLASS LENGTH SLOPE DIS. EL.INVERT EL.

* PIPE SHALL BE PERFORATED. FOLLOW CONSTRUCTION DETAIL SHOWN IN PLANS FOR INSTALLATION.

MB MB

UP, C.M.

PEDESTAL,

PEDESTAL

DND

PEDESTAL

UP &

MAILBOX

DND

S.C.O.

POST, C.M.,

DND

MAILBOX

S.C.O.

C.M.

CONSTRUCTION B

PROPOSED PATHWAY

PAVEMENT

& MATCH

SAWCUT

EXISTING

SAWCUT & MATCH

TO STATION 206+20.

FOR FIELD ACCESS, FROM STATION 205+80

CONTRACTOR SHALL CONSTRUCT SIDEWALK, 6"

FROM STATION 205+85 TO STATION 206+15.

CONTRACTOR SHALL MAINTAIN FIELD ACCESS,

PB 69-243

DR 4102-222

JESSE S. COBB

533-12.00-21.02

DR 5382-20

PATRICIA WHITEMAN, H/W

DUAINE C. WHITE AND

533-12.00-71.00

DR 2275-265

NICOLE JESSICA THARBY, H/W

FRANK W. THARBY AND

533-12.00-21.01

105 106

204 205

PB 13-35

DR 5663-320

STEVEN T. MARTIN

533-12.00-26.00

PB 401-63

DR 5926-282

JESSE SAMUEL COBB

533-12.00-21.04

DR 5382-20

WHITEMAN, H/W

AND PATRICIA

DUAINE C. WHITE

533-12.00-71.00

DR 4189-150

MICHAEL MULLIGAN

533-12.00-72.00

D.O.D 12/05/2022

CHARLES F. STEWART, III

PB 8-179

DR 1241-32

SUE WILGUS STEWART

533-12.00-59.00

EX. R/W-PE PER DR 489-102

PB 409-26

DR 6152-75

BEAZER HOMES, LLC

533-12.00-21.00

EX. R/W-PE PER DR 489-102EX. R/W-PE PER DR 489-112

I.P.

36"

1" 1"

32133

DEC

32132

DEC

MOUND

SEPTIC

OLD MILL BRIDGE RD. (S381)

C.M.

(CIP)

TP-73

12" CMP

12" RCP

4' VINYL FENCES

AREAS

MULCH LANDSCAPE

WOODS

DRIVEWAY

HOTMIX

DRIVEWAY

HOTMIX

PAVERS

STONE

24"

16"

22"

13"

12" 26"

AREA

LANDSCAPE

MULCH

10"

18"

15"

8" 9"

11"

26"

13"

26" 13"

36"

F.P.

DRIVEWAY

HOTMIX

LANDSCAPING

MULCH

DRIVEWAY

HOTMIX WOODS

4' VINYL FENCES

AREAS

MULCH LANDSCAPE

76849

DEC

WOODS

HOTMIX

GRASS

GRASS GRASS

GRASS

GRASSGRASS

GRASS

GRASSGRASS

GRASS GRASS GRASS

SC-10" FM SC-10" FM

SC-18" FM

SC-10" GMSC-10" GM SC-10" GM SC-10" GM

SC-20" FM

S.C.O.

SC-20" FM

SC-20" FM SC-20" FMSC-20" FM

SC-10" GM

WV C.M.

POST

PEDESTAL

COMCAST

POST

AW A

AW-12"-DIP AW-12"-DIP AW-12"-DIP AW-12"-DIP

AREA

LANDSCAPE

MULCH

LAMP

LAMPS (TYP.)

W.M.

SC SCAW

COM-COAX

SC-18" FMSC-18" FMSC-18" FMSC-18" FM

SC-10" FMSC-10" FMSC-10" FM

S.C.O.

PEDESTAL

COMCAST

PEDESTAL

COMCAST

GRASS

VER VER VER VER VER

DEC

111+00 112+00 113+00 114+00 115+00

DRIVEWAY

HOTMIX

GRASS

EXISTING R/W B

OLD MILL BRIDGE RD

PER PB 374-45

EX. 15' DELDOT EASEMENT

PER PB 399-84

EX. 34' UTILITY EASEMENT

' 2

PER DR 1447-132

15' DEC UTILITY EASEMENT

PER PB 401-63

EX. 15' DELDOT EASEMENT

204+00 205+00 206+00 207+00 208+00

CONTRACT

T202401304

COUNTY

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

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 \2

-T

T O ld M il l\

W o rk in g \C

A D

D \S h e e ts

\C P

M B

.d g n

-O

C T

-2

PATHWAY, PHASE II

OLD MILL BRIDGE ROAD

A. WASLYN

J. HERMES

CEN

CONSTRUCTION PLAN

SCALE

FEET

20 40 60

CP-02

M A T C

H L

E S

T A

C P -0

M A

T C

H L

S T

C P

-0

4.564.680.002058'S*3 15" CPP

DRAINAGE INLET SCHEDULE

NO. STATION OFFSET BOX SIZE GRATE T.G. EL. INV. EL.

4.566.89624" x 24"3.00' LT205+70.003

4.686.82624" x 24"3.00' LT206+30.004

4.684.970.0020143'S*4 15" CPP

INCIDENTAL TO ITEM 211000 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS.

ALL COSTS AREON PARCEL 205, CONTRACTOR SHALL RESET LANDSCAPING STONES AT MAILBOX. 3.

OBSTRUCTIONS.

STONE PAVERS. ALL COSTS ARE INCIDENTAL TO ITEM 211000 - REMOVAL OF STRUCTURES AND

ON PARCEL 204, CONTRACTOR SHALL USE CAUTION TO REMOVE, STOCKPILE, AND RESET EXISTING2.

OWNERS.

THE CONTRACTOR SHALL COORDINATE CONSTRUCTION OF DRIVEWAYS WITH PROPERTY1.

NOTES:

4.977.22624" x 24"3.00' LT207+45.005

4.975.220.0020123'S*5 15" CPP

DRAINAGE PIPE SCHEDULE

NO. SIZE / TYPE CLASS LENGTH SLOPE DIS. EL.INVERT EL.

* PIPE SHALL BE PERFORATED. FOLLOW CONSTRUCTION DETAIL SHOWN IN PLANS FOR INSTALLATION.

MBMB

DND

S.C.O.

MAILBOX

DND

UP, I.P.

PEDESTAL,

MAILBOX

DND

PEDESTAL,

DND

S.C.O.

AREA

LANDSCAPE

NOTE 2

PIPE

CONSTRUCTION B

PROPOSED PATHWAY

SEE NOTE 3

WATERLINE

MATCH

EXISTING

MATCH

PB 58-245

DR 2371-266

MERCEDES PARCELLS, H/W

KENNETH R. PARCELLS AND

533-12.00-20.02

PB 58-245

DR 6087-228

JAMES ROBERT MOWLL

TERESA H. HONESS AND

533-12.00-20.01

PB 401-63

DR 5926-282

JESSE SAMUEL COBB

533-12.00-21.04

PB 8-179

DR 1241-32

SUE WILGUS STEWART

533-12.00-59.00

PB 8-179

DR 4218-293

LORRAINE SMITH

EDWARD L. SMITH AND

533-12.00-57.00

107 108 109

208206

PB 8-179

DR 5130-97

ETHAN J. KLEINSTUBER

533-12.00-58.00

DR 2275-265

NICOLE JESSICA THARBY, H/W

FRANK W. THARBY AND

533-12.00-21.01

205 207

PB 58-245

DR 2472-129

RONA J. REIS

533-12.00-20.03

PER DR 4216-58 & DR 4216-61

BLANKET SUSSEX COUNTY UTILITY EASEMENT

PB 8-179

DR 433-206

HEIRS OF PAULINE DERRICKSON

533-12.00-1038.00

EX. R/W-PE PER DR 489-103

EX. R/W-PE PER DR 489-102

I.P.

32104

DEC

15" IN MULCH BED

W O O D S W

O O

D S

32106

DEC

32103

DEC

OLD MILL BRIDGE RD. (S381)

R O D N

(CIP)

TP-77

(CIP)

TP-72

12" CMP12" CMP

BROKEN HOTMIX

GRAVEL/

WOODS WOODS

WOODS

GRAVEL

I.P.

WOODS DRIVEWAY

HOTMIX

DRIVEWAY

GRAVEL

I.P.

32109

DEC

WOODS

DRIVEWAY

HOTMIX

DRIVEWAY

HOTMIX

GRAVEL

PEDESTAL

COMCAST

PEDESTAL

COMCAST DH

GRAVEL

HOTMIX

GRASS

GRASSGRASS

GRASS GRASS

GRASS

WOODS

SC-10" FM SC-10" FM SC-10" FM SC-10" FM

SC-18" FM SC-18" FM

SC-18" FM

S C -8 " F

I.P.

SC-10" GM

SC-10" GMSC-10" GM

SC-20" FMSC-20" FMSC-20" FMSC-20" FMSC-20" FM

S.C.O.

WOOD PILLARSS

S C

S.C.O.

SC-10" FM

SC-18" FM

WIRE BOX

TONING

AW-12"-DIP AW-12"-DIP AW-12"-DIP AW-12"-DIP

F.H.

W.M.

COM-COAX COM-COAX COM-COAX COM-COAX

32107

DEC

PEDESTAL

VERIZON

WOODS

VER VERSC-18" FM

VER VER VER

DEC

D E C

115+00 116+00 117+00 118+00 119+00

GRAVEL

EXISTING R/W B

OLD MILL BRIDGE RD

50'

PER PB 401-63

EX. 15' DELDOT EASEMENT

PER DR 1447-76

15' DEC UTILITY EASEMENT

DR 1447-92

EASEMENT PER

15' DEC UTILITY

PER DR 1447-132

15' DEC UTILITY EASEMENT

PER DR 1447-92

27' DEC UTILITY EASEMENT

PER DR 1447-88

15' DEC UTILITY EASEMENT

PER DR 1447-92

15' DEC UTILITY EASEMENT

PER DR 1447-92

15' DEC UTILITY EASEMENT

209+00

210+00 211+00 212+00

213+00

CONTRACT

T202401304

COUNTY

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

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 \2

-T

T O ld M il l\

W o rk in g \C

A D

D \S h e e ts

\C P

M B

.d g n

-O

C T

-2

PATHWAY, PHASE II

OLD MILL BRIDGE ROAD

A. WASLYN

J. HERMES

CEN

CONSTRUCTION PLAN

SCALE

FEET

20 40 60

CP-03

M A T C

H L

E S

T A

C P -0

M A T C

H L

E S

T A

C P -0

DRAINAGE INLET SCHEDULE

NO. STATION OFFSET BOX SIZE GRATE T.G. EL. INV. EL.

5.227.54624" x 24"3.00' LT209+00.006

PC-N

OWNERS.

THE CONTRACTOR SHALL COORDINATE CONSTRUCTION OF DRIVEWAYS WITH PROPERTY1.

NOTES:

I.P.DND DND

& UP

PEDESTAL

DNDMH

DNDPEDESTAL

CONSTRUCTION B

PROPOSED PATHWAY

MATCH

PROPOSED CURB FACE

SAWCUT AT

SAWCUT

AND GRADE TO DRAIN

FILL TO LIMITS SHOWN

ITEM 201000 - CLEARING AND GRUBBING.

ALL COSTS SHALL BE INCIDENTAL TO

IMPACTED FROM SIDEWALK CONSTRUCTION.

CONTRACTOR SHALL REMOVE ONE TREE DIRECTLY

PB 58-245

DR 4391-291

MOTHER AND SON

WILLIAM J. ROBERTS, JR.

LISA M. ROBERTS AND

533-12.00-20.04

PB 58-245

DR 2472-129

RONA J. REIS

533-12.00-20.03

PB 8-179

DR 5130-97

ETHAN J. KLEINSTUBER

533-12.00-58.00

PB 8-179

DR 4274-59

PAULA C. MUMFORD DATED 6/16/14

OF JEFFREY W. MUMFORD AND

TRUSTEES UNDER REVOCABLE TRUST AGREEMENT

PAULA C. MUMFORD,

JEFFREY W. MUMFORD AND

533-12.00-46.00

110 111

211209 212

PB 169-91

DR 4191-7

JANET F. HAGAN, H/W

JAMES A. HAGAN, III AND

533-12.00-860.00

PB 169-91

DR 5045-98

OWNERS ASSOCIATION, INC.

WATERS RUN PROPERTY

533-12.00-20.08

PER DR 4216-58 & DR 4216-61

BLANKET SUSSEX COUNTY UTILITY EASEMENT

DR 433-206

HEIRS OF PAULINE DERRICKSON

533-12.00-1038.00

PB 264-63

DR 5090-181

OWNERS ASSOCIATION, INC.

WATERS RUN PROPERTY

533-12.00-20.09

EX. R/W-PE PER DR 489-103

W O O D S

OLD MILL BRIDGE RD. (S381)

W O

O D F

E N

C E

SEPTIC

D E R R

K S O

N D

(CIP)

TP-78

TP-71 (CIP)

HDPE

12"12" HDPE

12" HDPE

12" RCP

15" CMP

DRIVEWAY

HOTMIX

WOODS

WOODS WOODS

32108

DEC

WOODS

WOODS WOODS

WOODS

D R

E W

A Y

C O

N C R E T E

B R

O K E N

WOODS

AREA

LANDSCAPE

MULCH

DRIVEWAY

HOTMIX

W O

O D F

E N

C E

HOTMIX

GRASS

GRASSGRASS

GRASS

GRASSGRASSGRASS

GRASS

I.P.

SC-10" GM

S.C.O.

SC-10" GM SC-10" GM SC-10" GM

SC-20" FM SC-20" FM SC-20" FM SC-20" FM SC-20" FM

S C

SC-18" FM SC-18" FM SC-18" FM

SC-18" FM SC-18" FM

SC-10" FM SC-10" FM SC-10" FM SC-10" FM

" H

D P E

AW-12"-DIP AW-12"-DIP AW-12"-DIP

AW-12"-DIP

AREA

LANDSCAPE

32119

CAB

32102

DEC

VERIZON PEDESTAL 192-14

PEDESTAL

COMCAST

COM-COAX COM-COAX

COM-COAX

32111

DEC

GRASS GRAVEL

VER VER VER

VER VER

V E R

DEC

D E C

DEC

D E C

SIGN

WOOD

120+00 121+00 122+00 123+00 124+00

I.P.

GRASS

EXISTING R/W B

OLD MILL BRIDGE RD

50'

PB 169-91

PER NOTE #9 OF

UTILITY EASEMENT

EX. 10' DRAINAGE AND/OR

PER NOTE #9 OF PB 169-91

EX. 10' DRAINAGE AND/OR UTILITY EASEMENT

PER DR 1447-88

15' DEC UTILITY EASEMENT

PER DR 1447-92

15' DEC UTILITY EASEMENT

PER PB 169-91

TO PUBLIC USE

EX. 15' PE DEDICATED

PER DR 1447-92

27' DEC UTILITY EASEMENT

213+00

214+00

215+0

216+00

218+00

CONTRACT

T202401304

COUNTY

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

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 \2

-T

T O ld M il l\

W o rk in g \C

A D

D \S h e e ts

\C P

M B

.d g n

-O

C T

-2

PATHWAY, PHASE II

OLD MILL BRIDGE ROAD

A. WASLYN

J. HERMES

CEN

CONSTRUCTION PLAN

SCALE

FEET

20 40 60

CP-04

N M

A T C

H L

E S

T A

C P -0

M A T C

H L

E S

T A C P -0

DRAINAGE PIPE SCHEDULE

NO. SIZE / TYPE CLASS LENGTH SLOPE DIS. EL.INVERT EL.

4.99'5.73'0.0051144'IV7 15" RCP

1.67'3.82'0.071730'S8 12" HDPE

PC-N

8PC

PC-N

FES

FLARED END SECTION SCHEDULE

NO. SIZE / TYPE SLOPE SAFETY GRATE

1 0.0051 NO15" RCP

3 0.0717 NO12" HDPE

OWNERS.

THE CONTRACTOR SHALL COORDINATE CONSTRUCTION OF DRIVEWAYS WITH PROPERTY1.

NOTES:

RIPRAP SCHEDULE

NO. TYPE AREA (SY)

1 9.5R-4

FES

2 0.0051 NO15" RCP

CURB SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

1 112'PCC CURB, TYPE 1-2

FENCE SCHEDULE

NO. QTY. DESCRIPTION NOTES

1 20 LF WOOD RAIL FENCE, 4 FT. HIGH (ITEM 727002) STA. 216+78, 5.75' RT. TO END OF SIDEWALK

RIGHT-OF-WAY MONUMENT SCHEDULE

NO. TYPE STATION OFFSET NORTHING EASTING

1 213+40.16 13.56 175014.0431 741733.5373CAPPED REBAR

2 214+93.94 13.99 175161.7677 741684.2774CAPPED REBAR

3 217+38.00 -10.37 175323.1517 741557.3978CAPPED REBAR

BOX

ELECTRIC

DND

DNDGUYS

DNDPEDESTAL

DND

21" HDPE

RIPRAP,

I.P.

PEDESTAL,

DND

DNDUP

CONSTRUCTION B

PROPOSED PATHWAY

PIPE

SAWCUT & MATCH

PB 168-23

DR 3770-107

CHRISTINE N. HARGROVE

533-12.00-20.06

PB 169-91

DR 5045-98

OWNERS ASSOCIATION, INC.

WATERS RUN PROPERTY

533-12.00-20.08

PB 169-91

DR 4150-280

LISA NADEEN FELMAR, H/W

MARK STEVEN FELMAR AND

533-12.00-915.00

PB 169-91

DR 4191-7

JANET F. HAGAN, H/W

JAMES A. HAGAN, III AND

533-12.00-860.00

113 115

116 117

PB 169-91

DR 5045-98

OWNERS ASSOCIATION, INC.

WATERS RUN PROPERTY

533-12.00-916.00

PB 169-91

DR 5045-98

OWNERS ASSOCIATION, INC.

WATERS RUN PROPERTY

533-12.00-20.08

PB 264-63

DR 5090-181

OWNERS ASSOCIATION, INC.

WATERS RUN PROPERTY

533-12.00-20.09

PB 168-23

DR 5481-122

DEBORAH ANN DUGGAN-FINLEY, H/W

STEPHEN C. FINLEY AND

533-12.00-20.07

WELL

OLD MILL BRIDGE RD. (S381)

3' SPLIT RAIL FENCE

3' WOOD PICKET FENCE

D.I.D.I.

D.I.

C O

N C . S

SHELL PATH

CONC. SIDEWALK

10"

D.I.

C U

R B

T Y P E

W A T E R S R

U N

12" RCP

R C P

R C E P

RCEP

14"x23"

W.M.

WOODS

C O

N C S

C U

R B

T Y P E

C U

R B

T Y P E

C U

R B

T Y P E

RUN" SIGN

WITH "WATERS

STONE WALL

(TYP.)

CANOE RACK

3' SPLIT RAIL FENCE…

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File details come from the government source that posted it. Updated May 19, 2026.