T2025066204 Construction Plans.pdf

PDF 4 MB Posted Aug 4, 2026

Attached to: RESILIENCY IMPROVEMENTS, KC, CYPRESS BRANCH RD
Solicitation number: T202566204
Issued by: Kent County, Delaware

About this file

Written by GovTribe AI · Aug 5, 2026

Cypress Branch Road Resiliency Improvements Construction Plans

This is a set of construction plans prepared by the Delaware Department of Transportation (DelDOT) for the Cypress Branch Road Resiliency Improvements project located in Kent County, Delaware. The project involves reconstruction of approximately 5.28 miles of Cypress Branch Road (Route K363) between Station 17+48.00 and Station 22+78.06, including pavement rehabilitation, bridge work, drainage improvements, and erosion control measures. The contract number is T202566204, with the federal aid project number referenced as 92-072-01, which includes Bridge 363A over Cypress Branch. The design includes typical sections with varying pavement composition, horizontal and vertical alignments with circular curves, guardrail installations and replacements at multiple locations, and comprehensive drainage and utility relocation requirements. The project encompasses clearing and grubbing, pavement reconstruction with Type B and Type C asphalt mixes, earthwork with approximately 363 cubic yards of excavation, topsoil requirements totaling 148 cubic yards, and structural improvements including bridge jacking and pile shimming operations. The plans were designed by M. Philbin and checked by D. Semple, with approval for advertisement dated May 20, 2026, and final approval on July 21, 2026.

The project requires compliance with Delaware's Standard Feature Specifications and Standard Construction Details as of January 2025, along with NPDES General Permit requirements for construction activities. Significant environmental considerations include permanent wetland impacts totaling 0.0469 acres (2,044.81 square feet) and temporary wetland impact areas of 0.0257 acres (1,117.09 square feet) requiring mitigation under U.S. Army Corps of Engineers Nationwide Permit 18 and DNREC permits. Construction phasing involves temporary traffic control with complete road closure requiring a detour pattern, with contractors required to notify DART First State at least 14 days prior to detour implementation. The project includes coordination requirements with the Delaware Traffic Management Center for unmanned aerial vehicle flights, archaeological survey approval for staging and stockpile areas exceeding 10,000 square feet, and mandatory compliance with the Stormwater Pollution Prevention Plan approved by DelDOT's Stormwater Engineer. The design incorporates safety features including safety edges, Type 1-31 guardrails with transitions, and comprehensive signing and striping plans with epoxy resin pavement markings.

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File	Type	Posted
T202566204 QA 8-19-26.pdf	PDF	Aug 4, 2026
T202566204 BOS.xlsx	XLSX spreadsheet	Aug 4, 2026
public.ejs?command=PublicBusinessPlanholderList&projid=T202566204	—	Aug 4, 2026
T202566204 Proposal.pdf	PDF	Aug 4, 2026
T202566204 Addendum 1.pdf	PDF	Aug 4, 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

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CHECKED BY:

BRIDGE NO.

KENT

ADDENDA / REVISIONS SECTION

SHEET NO.CYPRESS BRANCH ROAD

RESILIENCY IMPROVEMENTS, KC,

N/A

M. PHILBIN

D. SEMPLE

AECT202566204

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SEAL

DATE

PREPARED BY

AECOM TECHNICAL SERVICES, INC.

BEARING THE "AEC" SECTION DESIGNATION.

THIS SEAL APPLIES TO ALL SHEETS

DATEDIRECTOR OF PLANNING

APPROVED FOR ADVERTISEMENT

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42 300

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1 13

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9 20

SEAL

DATE

PREPARED BY

BRIDGE MAINTENANCE

DELDOT - TRANSPORTATION SOLUTIONS

BEARING THE "BR" SECTION DESIGNATION.

THIS SEAL APPLIES TO ALL SHEETS

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:

0 %

58 %

CYPRESS BRANCH ROAD

LOCAL ROAD

RECONSTRUCTION

N/A T202566204

KENT

CYPRESS BRANCH ROAD

RESILIENCY IMPROVEMENTS, KC,

APPROVED DESIGN EXCEPTIONS

ADDENDA / REVISIONS

ASSOCIATED CONTRACTS

DESIGN PARAMETER REQUIRED PROVIDED DATE

CONTRACT NO. CONTRACT NAME

2310 2023

LOCATION MAP

NOT TO SCALE

STATION 22+78.06

END CONTRACT

STATION 17+48.00

BEGIN CONTRACT

K363

92-072-01 BR. 363A, K363 OVER CYPRESS BRANCH SOUTH OF LEBANON

1869 CYPRESS BRANCH ROAD PAVEMENT REHAB

5/20/2026 james.pol james.pol Text Box 05/21/2026 stephanie.johnson Stamp stephanie.johnson Text Box 07/21/2026

Hofstee, Joe Stamp

17SIGNING, STRIPING AND CONDUIT PLANS (SS)

16DETOUR PLANS

14-15CONSTRUCTION PHASING, M.O.T. AND EROSION CONTROL PLANS

12-13ENVIRONMENTAL COMPLIANCE PLANS (EC)

11CONSTRUCTION DETAILS

10GRADES AND GEOMETRICS (GG)

9PROFILES

8CONSTRUCTION PLANS (CP)

7HORIZONTAL AND VERTICAL CONTROL

6TYPICAL SECTIONS

5NOTES

4LEGEND

3ADDENDA AND REVISIONS

2INDEX OF SHEETS

1TITLE

SHEET NO(S)SHEET DESCRIPTION

INDEX OF SHEETS

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

KENT

ADDENDA / REVISIONS SECTION

SHEET NO.CYPRESS BRANCH ROAD

RESILIENCY IMPROVEMENTS, KC,

N/A

M. PHILBIN

D. SEMPLE

AECT202566204

INDEX OF SHEETSNOT TO SCALE

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

KENT

ADDENDA / REVISIONS SECTION

SHEET NO.CYPRESS BRANCH ROAD

RESILIENCY IMPROVEMENTS, KC,

N/A

M. PHILBIN

D. SEMPLE

AECT202566204

ADDENDUM PREPARED BY

AECOM TECHNICAL SERVICES, INC.

DATE SEAL

XX, XX-XX, XX

CHANGED UNDER ADDENDUM #X:

THIS SEAL APPLIES TO THE FOLLOWING SHEETS

REVISION PREPARED BY

AECOM TECHNICAL SERVICES, INC.

DATE SEAL

XX, XX-XX, XX

CHANGED UNDER REVISION #X:

THIS SEAL APPLIES TO THE FOLLOWING SHEETS

ADDENDA AND REVISIONSNOT TO SCALE

CHECKED BY:

BRIDGE NO.

KENT

ADDENDA / REVISIONS SECTION

SHEET NO.CYPRESS BRANCH ROAD

RESILIENCY IMPROVEMENTS, KC,

N/A

M. PHILBIN

D. SEMPLE

AECT202566204

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

TCETCETCETCETCE

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

MEAN HIGH WATER LINE MHW

NOT TO SCALE LEGEND

CHECKED BY:

BRIDGE NO.

KENT

ADDENDA / REVISIONS SECTION

SHEET NO.CYPRESS BRANCH ROAD

RESILIENCY IMPROVEMENTS, KC,

N/A

M. PHILBIN

D. SEMPLE

AECT202566204

NOTESNOT TO SCALE

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

NONE

CROSS SECTIONS

RIGHT-OF-WAY PLANS

( X )

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

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 AWARDED CONTRACTOR, INCLUDE:2.

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

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

DETAILS", DATED JANUARY 2025.

SPECIFICATIONS", DATED JANUARY 2025 AND THE DELAWARE DEPARTMENT OF TRANSPORTATION "STANDARD CONSTRUCTION

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

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

GENERAL NOTES

PROJECT NOTES

SECTION 100

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.

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.

SECTION 200

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 CLEARZONE. 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.

FEATURES SHALL BE PAID FOR UNDER ITEM 210000 AS NOTED IN SECTION 200 OF THE PROJECT NOTES.

IDENTIFIER, REMOVAL OF TREES AND SHRUBS SHALL BE PAID FOR UNDER 201000, AND REMOVAL OF ADDITIONAL EXISTING

REMOVAL OF EXISTING STORM DRAIN PIPE SHALL BE PAID UNDER ITEM 202000 UNLESS NOTED WITH A FLOWABLE FILL

TREES, WITHIN THE PROPOSED LOC SHALL BE REMOVED BY THE CONTRACTOR AND PAID FOR UNDER THE RESPECTIVE BID ITEM.

UNLESS OTHERWISE NOTED AS DO NOT DISTURB OR ADJUST BY CONTRACTOR/OTHERS, ALL EXISTING FEATURES, INCLUDING 5.

SECTION 700

INTO THE EXISTING PAVEMENT.

ALL PAVED AREAS TO BE RECONSTRUCTED OR WIDENED SHALL BE SAWCUT AT THE POINT WHERE THE NEW PAVEMENT IS TO TIE6.

SECTION 900

APPROPRIATE CONSTRUCTION ENGINEER.

PERMIT OR THE NOI CAN BE OBTAINED UPON REQUEST FROM EITHER THE DEPARTMENT'S STORMWATER ENGINEER OR THE

KEPT ON FILE IN EACH OF THE CONSTRUCTION OFFICES AND THE DEPARTMENT'S STORMWATER SECTION. A COPY OF THE GENERAL

INDUSTRIAL PERMITTING REQUIREMENTS FOR THIS CONSTRUCTION PROJECT. A COPY OF THE NPDES GENERAL PERMIT AND NOI IS

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

THIS PROJECT IS COVERED UNDER AN NPDES GENERAL PERMIT FOR CONSTRUCTION. UNDER THE GENERAL PERMIT, COMPLIANCE7.

MISCELLANEOUS

ALL PROPOSED WORK WILL OCCUR WITHIN THE EXISTING ROW.10.

UNDERTAKE THE SURVEY.

UP TO 3 MONTHS. IF AN ARCHAEOLOGICAL SURVEY IS NECESSARY, DELDOT OR A CONSULTANT ON ITS BEHALF WILL

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

2) REJECT THE REQUEST; OR

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

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 OR 9.

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

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

EMBANKMENT REQUIREMENTS

MATERIAL BALANCE ("+"= EXCESS, "-"= NEED)

EXCAVATION AVAILABLE FOR EMBANKMENT

EXCAVATION

TOTAL EXCAVATION

ROCK EXCAVATION FOR ROADWAY AND TRENCHES

EXCAVATION FROM CROSS SECTIONS 236 C.Y.

0 C.Y.

127 C.Y.

363 C.Y.

EXCAVATION MEETING BORROW TYPE 'A'

EXCAVATION MEETING BORROW TYPE 'F'

EXCAVATION MEETING TOPSOIL

BORROW TYPE 'A' REQUIRED (INCLUDING UNDERCUT)

BORROW TYPE 'F' REQUIRED

BORROW TYPE 'A'

BORROW TYPE 'F'

UNSUITABLE MATERIAL

0 C.Y.

TOPSOIL

TOPSOIL REQUIRED

148 C.Y.

210 C.Y.

127 C.Y.

-148 C.Y.

-210 C.Y.

-127 C.Y.

363 C.Y.

TOPSOIL STRIPPING

EARTHWORK SUMMARY

PAVEMENT, ETC.

UNSUITABLE MATERIALS INCLUDE UNDERCUT SOILS, BITUMINOUS3)

SITE EXCAVATION, MAINTENANCE OF TRAFFIC EXCAVATION, ETC.

STORMWATER MANAGEMENT POND EXCAVATION, ENVIRONMENTAL

EXCAVATION, STRUCTURE EXCAVATION, UNDERCUT EXCAVATION,

OTHER SOURCES OF EXCAVATION MAY INCLUDE PIPE TRENCH2)

SUMMARY IS CONSIDERED FOR INFORMATIONAL PURPOSES ONLY.

AND ARE NOT TO BE USED AS A BASIS OF PAYMENT. THE EARTHWORK

THE VALUES LISTED IN THE EARTHWORK SUMMARY ARE APPROXIMATE1)

NOTES:

CENTER: 302-576-6177 (SUSSEX COUNTY).

GARAGE: 302-576-6208 (NEW CASTLE COUNTY), DOVER GARAGE: 302-760-2892 EXT 2894 (KENT COUNTY), CONTROL

, PLEASE CONTACT MONROE ONLYCOMPLETED AND OPERABLE FOR TRANSIT OPERATIONS. FOR EMERGENCY DETOUR INFORMATION ANY DETOURS OR CONSTRUCTION, AND DOT_DTC_PROJECTDEVELOPMENT@DELAWARE.GOV AT SUCH TIME THE FACILITY IS THE CONTRACTOR SHALL NOTIFY DART FIRST STATE AT DOT_DETOURS@DELAWARE.GOV AT LEAST 14 DAYS PRIOR TO THE START OF8.

11'11'VARIES8" VARIES 8" 2'2' VARIESVARIES

25'25'

PGA

10'-0"25'-0"25'-0"10'-0"

11'11'

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

KENT

ADDENDA / REVISIONS SECTION

SHEET NO.CYPRESS BRANCH ROAD

RESILIENCY IMPROVEMENTS, KC,

N/A

M. PHILBIN

D. SEMPLE

AECT202566204

TRAVEL LANE

2.0%

TRAVEL LANE

2.0%

O.G.

CYPRESS BRANCH RD

STA 20+75 TO STA 22+78

4.0%4.0%

SHOULDER SHOULDER

10:1 MAX 10:1 MAX

3.25"

D DA

EF F

1 2:1

* STA 18+58.00 TO STA 20+75.10 - 0'

* STA 20+75.10 TO STA 21+75.00 - 0' TO 8'

* STA 21+75.00 TO STA 22+78.06 - 8'

** STA 18+58.00 TO STA 20+75.10 - 0'

** STA 20+75.10 TO STA 21+75.00 - 0' TO 7'

** STA 21+75.00 TO STA 22+78.06 - 7'

R/W

EXISTING

R/W

EXISTING

AND R/W BASELINE

CONSTRUCTION

LOC LOC

R/W-PE

EXISTING

R/W-PE

EXISTING

O.G.

CYPRESS BRANCH RD

STA 18+58 TO STA 20+75

AND R/W BASELINE

CONSTRUCTION

R/W-PE

EXISTING

R/W-PE

EXISTING

LOCLOC

3.25"

4:14:1

F F

1" HMA OVER 3" ST

2.0% 2.0%

TRAVEL LANE TRAVEL LANE

G HH

1" HMA OVER 3" ST

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

TYPICAL SECTIONS

LEGEND

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

ITEM 401014 - SUPERPAVE TYPE B, PG 64-22

ITEM 301001 - GABC

ITEM 720021 - GALVANIZED STEEL BEAM GUARDRAIL, TYPE 1-31

ITEM 209006 - BORROW, TYPE F

ITEM 908004 - TOPSOIL, 6" DEPTH

ITEM 908014 - PERMANENT GRASS SEEDING, DRY GROUND

NOT TO SCALE

ITEM 209001 - BORROW, TYPE A

H SAFETY EDGE FOR ROADWAY PAVEMENT

CONSTRUCTION ALIGNMENT CONTROL

POINT NO. STATION OFFSET NORTHING EASTING

10+00.00 0.00 398060.1126 636284.9218 10001

HORIZONTAL / VERTICAL CONTROL DATA

POINT NO. STATION OFFSET NORTHING EASTING ELEV.

9+74.21 456.11 398022.2847 636739.4610TP-1 23.87

9+92.31 27.28 398033.7938 636292.1132TP-2 15.81

13+76.89 -15.33 398437.1890 636294.5430TP-3 10.24

17+77.00 14.61 398834.7750 636350.1330 TP-4 6.29

13+77.95 15.01 398436.2440 636324.8870 TP-5 11.26

10+26.73 42.57 398083.9680 636329.1650TP-6 16.49

19+96.12 13.40 399054.5830 636353.4520TP-100 3.83

VERTICAL CONTROL

HORIZONTAL AND

SCALE

FEET

60 120 180

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

CIRCULAR CURVE

CAPPED REBAR

TP-101

12+00

14+00

16+00

18+00

20+

22+00

24+00

N03°4 7'26.8

3"E

N00° 22'5

5.19" W

P O

10+00

22+68.03 21.44 399326.5570 636359.6820TP-101 3.22

18+20.53 -13.96 398879.4600 636323.4080 TP-102 5.43

15+00.00 0.00 398559.0187 636317.978610002

CIRCULAR CURVE

CAPPED REBAR

TP-100

CAPPED REBAR

TP-102

CAPPED REBAR

TP-4

CAPPED REBAR

TP-5

CAPPED REBAR

TP-3

CAPPED REBAR

TP-6

CAPPED REBAR

TP-2

CAPPED REBAR

TP-1

CYPRESS BRANCH ROAD (K36

Tangent Direction:

Radial Direction:

Chord Direction:

Radial Direction:

Tangent Direction:

External:

Middle Ordinate:

Chord:

Tangent:

Length:

Degree of Curvature:

Delta:

Radius:

PT(10005)

CC(11001)

PI(10004)

PC(10003)

Element: Circular

N00°22'55.19"W

N89°37'04.81"E

N01°42'15.82"E

S86°12'33.17"E

N03°47'26.83"E

2.75

302.17

151.19

302.24

01°22'50.24"

04°10'22.03" Left

4150.00

19+99.89

18+48.83

16+97.65

399058.2731

399030.6048

398907.0898

398756.2339

STATION NORTHING EASTING

Tangent Direction:

Radial Direction:

Chord Direction:

Radial Direction:

Tangent Direction:

External:

Middle Ordinate:

Chord:

Tangent:

Length:

Degree of Curvature:

Delta:

Radius:

PT(10008)

CC(11002)

PI(10007)

PC(10006)

Element: Circular

N01°46'10.497"E

S88°13'49.503"E

N00°41'37.65"E

N89°37'04.81"E

N00°22'55.19"W

0.89

189.55

94.79

189.56

01°08'06.14"

02°09'05.69" Right

5047.91

24+76.07

23+81.31

22+86.51

399534.4281

399378.5480

399439.6822

399344.8931

STATION NORTHING EASTING

P C

P I

P T

9 P

P I

P O E

636340.0332

632190.1255

636341.0412

636331.0457

636340.4175

641385.9201

636337.4903

636338.1223

PROPOSED CONSTRUCTION &

R/W BASELINE

1 2

11+00

13+00

15+00

17+00

19+00

21+0

23+00

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

KENT

ADDENDA / REVISIONS SECTION

SHEET NO.CYPRESS BRANCH ROAD

RESILIENCY IMPROVEMENTS, KC,

N/A

M. PHILBIN

D. SEMPLE

AECT202566204

SAWCUT

CU-4"-PE

AW-12"-DIP

CU-4"-PE

KC-6"-PVC-FM

AW-12"-DIP

M H

W /W

MHW

M H

W /W

M H

W /W

F.H.

G.V.

12" RCP

CYPRESS BRANCH RD

C Y P R E S S B

R A

N C

C Y P R E S S B

R A

N C

CORE 1

CORE 6

CORE 5

CORE 2

P.B. 12-38

DR O 53-215

DEL-HOMES, INC

7-00-10400-01-7400

PB 26-50

DR 6207-6

MICHELLE NEUBAUER H/W

JOSEPH W. NEUBAUER &

7-00-10500-02-0200

PB 79-86

DR 8339-171

U&I INVESTMENTS, LLC

7-00-09603-01-9900

PB 5-81

DR L54-135

& CATHERINE PALMER

DANIEL J. PALMER

7-00-104.08-01-1400

DR O 53-215

DEL-HOMES, INC

7-00-10500-01-0101

PB 26-52

DR 158-150

KATHLEEN F. FISHER TYLER

ROBIN M. TYLER &

7-00-10500-02-0100

PB 26-52

DR 7438-244

COLETTA MORTON

7-00-10500-02-0300

DEC EASEMENT PER DR W 40-258

EASEMENT PER PB 79-86

10' ARTESIAN WATER COMPANY

R/W PER PB 79-88

EX 10' DELDOT DEDICATED

EASEMENT PER DR 2980-100

15' ARTESIAN WATER

2 3 4

10' ARTESIAN WATER EASEMENT

16+00 17+00

18+00 19+00 20+00 21+00

22+00 23+00 24+00

N00°22'55.19"W

P C .6

P T .8

P C

P I

20+00

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

KENT

ADDENDA / REVISIONS SECTION

SHEET NO.CYPRESS BRANCH ROAD

RESILIENCY IMPROVEMENTS, KC,

N/A

M. PHILBIN

D. SEMPLE

AECT202566204

CONSTRUCTION PLAN

SCALE

FEET

30 60 90

GUARDRAIL SCHEDULE

NO. ITEM DESCRIPTION / TYPE BEGIN STA. OFFSET LENGTH

50.00-19.0021+76.67103 GUARDRAIL END TREATMENT, TYPE 1-31

25.00-19.0022+28.17105 W-BEAM, TYPE 1-27 TO TYPE 1-31 TRANSITION SECTION

25.00-19.0022+49.41101 GUARDRAIL BARRIER CONNECTION, REPLACE IN-KIND

25.0018.0022+46.23102 GUARDRAIL BARRIER CONNECTION, REPLACE IN-KIND

25.0018.0022+27.90106 W-BEAM, TYPE 1-27 TO TYPE 1-31 TRANSITION SECTION

50.0018.0021+76.13104 GUARDRAIL END TREATMENT, TYPE 1-31

CP-01

INFORMATION ONLY.

PROPERTY LINES ARE APPROXIMATE BASED ON DEED INFORMATION AND ARE FOR1.

NOTES:

ROADWAY CORE SCHEDULE

NO. STATION OFFSET DESCRIPTION

1 24+20.68 -7.80 7" HMA OVER 3" CRUSHER RUN

2 17+77.31 -7.28 1" HMA OVER 3" SURFACE TREATMENT

5 19+25.97 6.36 1" HMA OVER 2.25" SURFACE TREATMENT

6 24+69.07 5.94 1" HMA OVER 3" SURFACE TREATMENT

CONNECTION IN SAME MANNER AS EXSITING CONNECTION.

INCIDENTAL TO ITEM 720001 - GALVANIZED STEEL BEAM GUARDRAIL, TYPE 1-31. INSTALL NEW BARRIER APPROACH

SAWCUT

11' 11'

U.M.

STATION

E V

A T

16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00

-20 -20

-10 -10

0 0

10 10

20 20

30 30

SLOPE = -0.95%

SLOPE = -0.30%

V P

I 1

E L

E V

V P

I 2

E L

E V

P V

I 1

E L

E V

P V

E L

E V

P V

E L

E V

P V

E L

E V

L O

E L

E V

P V

E L

E V

SAG CURVE - SYMMETRIC

LENGTH = 50.00'

G1 = -0.95%

G2 = -0.30%

SSD = INF'

K = 76.53'

SAG CURVE - SYMMETRIC

LENGTH = 87.69'

G1 = -0.30%

G2 = +1.49%

SSD = 7034.84'

K = 49.00'

L O

E L

E V

EXISTING GROUND

PROPOSED GRADE

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

KENT

ADDENDA / REVISIONS SECTION

SHEET NO.CYPRESS BRANCH ROAD

RESILIENCY IMPROVEMENTS, KC,

N/A

M. PHILBIN

D. SEMPLE

AECT202566204

PROFILES

SCALE

FEET

30 60 90

11' 11'

CYPRESS BRANCH RD

60004

60007

60006

60003

60005

60008

60009

60010

60001

60002

3.97'

4.01'3.71' 4.38'

4.38'

4.53'

4.53'4.68'

4.68'

4.83'

5.08'

3.95' 3.67'

3.95'

16+00 17+00

18+00 19+00 20+00 21+00

22+00 23+00 24+00

20+00

763501 - CONSTRUCTION ENGINEERING.

ALL WORK REQUIRED FOR CALCULATING AND STAKING OF GRADES SHALL BE PAID FOR UNDER ITEM6.

MATCH THE EXISTING PAVEMENT OR EXISTING CURB ELEVATIONS.

PROPOSED PAVEMENT OR CURBS THAT TIE INTO EXISTING PAVEMENT OR EXISTING CURBS SHALL5.

RADII ARE GIVEN TO THE EDGE OF PAVEMENT.4.

AT 10 FOOT INTERVALS.

UNLESS OTHERWISE NOTED, EDGE OF PAVEMENT ELEVATIONS ALONG INTERSECTION CURVES ARE GIVEN3.

THE EDGE OF PAVEMENT.

UNLESS OTHERWISE NOTED, POINT GEOMETRY ADJACENT TO CURB AND CURB AND GUTTER IS GIVEN AT2.

CONSTRUCTION BASELINE.

OFFSETS SHOWN IN THE GEOMETRY TABLES WITH A MINUS SIGN ARE TO THE LEFT OF THE1.

NOTES:

COORDINATE LIST

POINT NO. STATION OFFSET NORTHING EASTING

SCALE

FEET

30 60 90

GG-01

GEOMETRICS

GRADES AND

18+58.00 -11.00 398916.7031 636327.557960001

18+58.00 11.00 398916.0977 636349.549660002

21+15.00 -11.00 399173.3099 636328.266060003

21+15.00 11.00 399173.4565 636350.265560004

21+75.00 -21.44 399233.2389 636317.428760005

21+75.00 -19.00 399233.2552 636319.866260006

21+75.00 18.00 399233.5019 636356.865360007

21+75.00 20.44 399233.5181 636359.301560008

22+77.72 -19.00 399335.9765 636319.181360009

22+78.23 18.00 399336.7290 636356.177160010

C Y P R E S S B

R A

N C

C Y P R E S S B

R A

N C

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

KENT

ADDENDA / REVISIONS SECTION

SHEET NO.CYPRESS BRANCH ROAD

RESILIENCY IMPROVEMENTS, KC,

N/A

M. PHILBIN

D. SEMPLE

AECT202566204

"16

16"

ON TOP OF EACH PILE

21 GAUGE COPPER WRAPPING

SEE PLACEMENT DETAIL

")8

WITH FOUR LAG BOLTS (5" X

10" MENDING PLATE SECURED

INSERTED SHIMS

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

KENT

ADDENDA / REVISIONS SECTION

SHEET NO.CYPRESS BRANCH ROAD

RESILIENCY IMPROVEMENTS, KC,

N/A T202566204

CONSTRUCTION DETAILSNOT TO SCALE

SHIM DETAIL

PLAN SECTION

NOT TO SCALE

PILES.

OF 5/8" X 5" DRIVEN INTO THE ABUTMENT AND TWO MORE LAG BOLTS DRIVEN BELOW THE COPPER WRAPPING ON THE TOP OF THE USE GALVANIZED MENDING PLATE TO SECURE THE INSERTED SHIMS TO THE PILE. MENDING PLATE TO BE SECURED BY TWO LAG BOLTS 3)

IS RE-ESTABLISHED. ANTICIPATED FOUR SHIMS PER AFFECTED PILE (ITEM 604000 - JACKING BRIDGE).

HAMMER SHIMS ONE BY ONE IN TO PILES 2 AND 4 OF THE SOUTH ABUTMENT UNTIL BEARING BETWEEN THE PILE AND THE ABUTMENT 2)

PROCURE 16"x"16"x1/16" GALVANIZED STEEL SHIMS CONFORMANT TO DELDOT SPEC 1039.1.1)

NOTES:

PILE 2PILE 1 PILE 3 PILE 4 PILE 5 PILE 6 PILE 7

SOUTH ABUTMENT DETAIL

NOT TO SCALE

SHIM PLACEMENT & ANCHORING DETAIL

J. POL

CHECKED BY:

BRIDGE NO.

KENT

ADDENDA / REVISIONS SECTION

SHEET NO.CYPRESS BRANCH ROAD

RESILIENCY IMPROVEMENTS, KC,

N/A

M. PHILBIN

D. SEMPLE

AECT202566204

NOT TO SCALE

COMPLIANCE PLAN

ENVIRONMENTAL

ENVIRONMENTAL COMPLIANCE NOTES

FORTH IN THE ENVIRONMENTAL STATEMENT AND PERMITS.

USE OF THIS SHEET DOES NOT ALLEVIATE THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL CONDITIONS SETC.

AND APPROVAL.

DOT_ENVIRONMENTALSTUDIES@DELAWARE.GOV) TO ALLOW FOR COORDINATION WITH THE APPROPRIATE RESOURCE AGENCIES

NECESSARY, CONTACT THE ENVIRONMENTAL STUDIES SECTION AT (302-760-2264 OR

IF A DEPARTURE FROM THE APPROVED PLANS (WHICH WOULD AFFECT ANY NATURAL AND/OR CULTURAL RESOURCES) ISB.

PURPOSES.

CALCULATIONS ARE FOR THE AGENCY PERMIT REPORTING PURPOSES ONLY AND ARE NOT TO BE USED FOR BIDDING

THE PURPOSE OF THIS SHEET IS TO IDENTIFY THOSE ITEMS ASSOCIATED WITH ENVIRONMENTAL COMPLIANCE. IMPACTA.

GENERAL NOTES:1.

VIA EMAIL AT DOT_ENVIRONMENTALSTUDIES@DELAWARE.GOV TO CONDUCT A SUITABLE HABITAT SURVEY NO MORE THAN 14 DAYS PRIOR.

1. IF WORK IS PROPOSED DURING THE TIME OF YEAR RESTRICTION IN WETLAND AREAS, PLEASE REACH OUT TO DELDOT ENVIRONMENTAL

NESTING MARSH BIRDS - NO IN-WETLAND WORK APRIL 1 - JULY 31

MIGRATORY BIRDS - N/A

ENDANGERED SPECIES - N/A

FISHERIES - NO IN WATER WORK MARCH 1 - JUNE 30

CONSTRUCTION RESTRICTIONS:B.

PERIOD.

CONSTRUCTION IN THE PERMITTED AREA(S) AND ENSURE THEY ARE DISPLAYED ON-SITE DURING THE ENTIRE CONSTRUCTION

THE CONTRACTOR MUST ENSURE THAT THESE PERMITS/APPROVALS ARE IN THEIR POSSESSION PRIOR TO BEGINNING**

RESPONSIBLE FOR COORDINATING AND/OR OBTAINING THESE APPROVALS.

THE PERMITS/APPROVALS LISTED ARE THOSE REQUIRED FOR THIS PROJECT. THE ENVIRONMENTAL STUDIES SECTION IS*

DNREC - WATER QUALITY (WQC) & COASTAL ZONE CONSISTENCY (CZM): ISSUED WITH NWP

DNREC - WETLANDS & SUBAQUEOUS LANDS (WLSL): WETLANDS & SUBAQUEOUS LANDS PERMIT

U.S. ARMY CORPS OF ENGINEERS (COE): NWP 18, MINOR DISCHARGES, PCN REQUIRED

PERMIT REQUIREMENTS/APPROVALS *:A.

NATURAL RESOURCE ISSUES:2.

IDENTIFICATION OF HISTORIC PROPERTIES AND ASSESSMENT OF POTENTIAL EFFECTS WILL NEED TO BE EVALUATED.

THE NATIONAL HISTORIC PRESERVATION ACT AND CONSULTATION WITH THE STATE HISTORIC PRESERVATION OFFICE.

DUE TO THE NEED FOR A PERMIT FROM THE US ARMY CORPS, THIS PROJECT WILL BE SUBJECT TO SECTION 106 OF A.

CULTURAL RESOURCE ISSUES:3.

CLEARLY MARK ALL TREES TO BE REMOVED WITH PAINT PRIOR TO THE EROSION AND SEDIMENT CONTROL MEETING.D.

DOT_ENVIRONMENTALSTUDIES@DELAWARE.GOV) CAN PROVIDE FURTHER GUIDANCE REGARDING THIS METHOD OF INSTALLATION.

THE SILT FENCE IS INCIDENTAL TO ITEM 905001 - SILT FENCE. THE ENVIRONMENTAL STUDIES SECTION (302-760-2259 OR

SANDBAGS AND CFLS (AND CONTENTS) IN THEIR ENTIRETY WHEN NO LONGER NEEDED. SANDBAGS/CFLS USED TO SECURE

WETLANDS IN LIEU OF TRENCHING UNLESS PROPER EROSION AND SEDIMENT CONTROL CANNOT BE MAINTAINED. REMOVE

USE SANDBAGS OR COMPOST FILTER LOG (CFL) TO SECURE SILT FENCE AT AREAS ADJACENT TO WOODED UPLANDS/ ALLC.

ANY CONTRACTOR ACCESS BEYOND THE LIMIT OF CONSTRUCTION IS STRICTLY PROHIBITED.

WATER/WETLANDS EXIST WITHIN 20 FEET OF THE LIMIT OF CONSTRUCTION (AS SHOWN ON CONSTRUCTION PLAN SHEETS).

WETLANDS ARE BEING IMPACTED (AS SHOWN ON ENVIRONMENTAL COMPLIANCE SHEETS), AND ALSO IN ANY AREA WHERE

USE SILT FENCE OR CONSTRUCTION SAFETY FENCE ALONG THE LIMITS OF CONSTRUCTION IN ALL AREAS WHERE WATERB.

TO GRADE AND SEED WITH ITEM 908515 - TEMPORARY GRASS SEEDING, WET GROUND.

FLUSH WITH THE GROUND (I.E. NO DISTURBANCE OF THE ROOT MAT). RESTORE TEMPORARILY DISTURBED WETLAND AREAS

CONSTRUCT PROJECT COMPONENTS SUCH AS FOUNDATIONS AND RIPRAP PROTECTION IS PERMITTED. CUT VEGETATION

621500 - TEMPORARY TIMBER MAT. IN WETLAND AREAS THAT ARE CLEARED, NO GRUBBING EXCEPT WHERE NECESSARY TO

EQUIPMENT TRAVERSING WETLANDS AND SUBAQUEOUS LAND ON MATS. PAYMENT FOR MATS WILL BE MADE UNDER ITEM

KEEP CLEARING IN WETLAND AREAS TO A MINIMUM ABSOLUTELY NECESSARY FOR CONSTRUCTION ACCESS. SUPPORT ALLA.

PROTECTION OF RESOURCES:4.

ENGINEERS WETLAND DELINEATION MANUAL (1987)".

WETLANDS DELINEATED BY DELDOT ON 5/31/2024 IN ACCORDANCE WITH THE US ARMY CORPS OF ENGINEERS "CORPS OF

ORIGINAL SHEET PREPARED BY AECOM ON 10-10-2024. SHEET LAST UPDATED ON 1-14-2026.

1-W-01 FILL TYPE F 1059.76 0.0243 235.50 USACE LOSS 0.0243

PERMANENT WETLAND IMPACT AREA SCHEDULE

ID IMPACT DESCRIPTION AREA (SF) AREA (AC) VOLUME (CY) JURISDICTION LOSS VS. IMPACT LOSS AREA (AC)

1-W-02 FILL TYPE F 232.22 0.0053 25.80 USACE/DNREC LOSS 0.0053

1-W-03 FILL TYPE F 389.46 0.0089 43.27 DNREC LOSS 0.0089

1-W-04 FILL TYPE F 2.35 0.0000 0.10 DNREC LOSS 0.0000

TOTAL PERMANENT WETLAND IMPACT AREAS 2044.81 0.0469 343.49 USACE/DNREC LOSS 0.0469

1-W-05 FILL TYPE F 15.48 0.0004 0.43 DNREC LOSS 0.0004

1-W-06 FILL TYPE F 178.84 0.0041 19.87 USACE LOSS 0.0041

1-W-07 FILL TYPE F 103.03 0.0024 11.45 USACE/DNREC LOSS 0.0024

1-W-08 FILL TYPE F 63.67 0.0015 7.07 USACE LOSS 0.0015

TEMPORARY WETLAND IMPACT AREA SCHEDULE

ID IMPACT DESCRIPTION AREA (SF) AREA (AC) VOLUME (CY) JURISDICTION

1-WT-01 WORK AREA / E&S CONTROLS 333.64 0.0077 N/A USACE

1-WT-02 WORK AREA / E&S CONTROLS 282.40 0.0065 N/A USACE/DNREC

1-WT-03 WORK AREA / E&S CONTROLS 18.29 0.0004 N/A DNREC

1-WT-04 WORK AREA / E&S CONTROLS 138.26 0.0032 N/A DNREC

1-WT-05 WORK AREA / E&S CONTROLS 27.61 0.0006 N/A USACE

1-WT-06 WORK AREA / E&S CONTROLS 316.89 0.0073 N/A USACE/DNREC

TOTAL TEMPORARY WETLAND IMPACT AREAS USACE/DNRECN/A0.02571117.09

16+00 17+00

18+00 19+00 20+00 21+00

22+00 23+00 24+00

N00°22'55.19"W

C 19

C .0

P I

20+00

UM TP-101( )( )

TP-100

F.H.

G.V.

TP-4

12" RCP

P.B. 12-38

DR O 53-215

DEL-HOMES, INC

7-00-10400-01-7400

PB 26-50

DR 6207-6

MICHELLE NEUBAUER H/W

JOSEPH W. NEUBAUER &

7-00-10500-02-0200

PB 79-86

DR 8339-171

U&I INVESTMENTS, LLC

7-00-09603-01-9900

PB 5-81

DR L54-135

& CATHERINE PALMER

DANIEL J. PALMER

7-00-104.08-01-1400

DR O 53-215

DEL-HOMES, INC

7-00-10500-01-0101

PB 26-52

DR 158-150

KATHLEEN F. FISHER TYLER

ROBIN M. TYLER &

7-00-10500-02-0100

PB 26-52

DR 7438-244

COLETTA MORTON

7-00-10500-02-0300

852-04 W RD REP TNEMESAE CED

EASEMENT PER PB 79-86

10' ARTESIAN WATER COMPANY

R/W PER PB 79-88

EX 10' DELDOT DEDICATED

EASEMENT PER DR 2980-100

15' ARTESIAN WATER

2 3 4

TNEMESAE RETAW NAISETRA '01

CYPRESS BRANCH RD

M H

W /W

MHW

M H

W /W

M H

W /W

C Y P R E S S B

R A

N C

C Y P R E S S B

R A

N C

1-W-01 FILL TYPE F 1059.76 0.0243 235.50 USACE LOSS 0.0243

PERMANENT WETLAND IMPACT AREA SCHEDULE

ID IMPACT DESCRIPTION AREA (SF) AREA (AC) VOLUME (CY) JURISDICTION LOSS VS. IMPACT LOSS AREA (AC)

1-W-02 FILL TYPE F 232.22 0.0053 25.80 USACE/DNREC LOSS 0.0053

1-W-03 FILL TYPE F 389.46 0.0089 43.27 DNREC LOSS 0.0089

1-W-04 FILL TYPE F 2.35 0.0000 0.10 DNREC LOSS 0.0000

TOTAL PERMANENT WETLAND IMPACT AREAS 2044.81 0.0469 343.49 USACE/DNREC LOSS 0.0469

1-W-05 FILL TYPE F 15.48 0.0004 0.43 DNREC LOSS 0.0004

1-W-06 FILL TYPE F 178.84 0.0041 19.87 USACE LOSS 0.0041

1-W-07 FILL TYPE F 103.03 0.0024 11.45 USACE/DNREC LOSS 0.0024

1-W-08 FILL TYPE F 63.67 0.0015 7.07 USACE LOSS 0.0015

TEMPORARY WETLAND IMPACT AREA SCHEDULE

ID IMPACT DESCRIPTION AREA (SF) AREA (AC) VOLUME (CY) JURISDICTION

1-WT-01 WORK AREA / E&S CONTROLS 333.64 0.0077 N/A USACE

1-WT-02 WORK AREA / E&S CONTROLS 282.40 0.0065 N/A USACE/DNREC

1-WT-03 WORK AREA / E&S CONTROLS 18.29 0.0004 N/A DNREC

1-WT-04 WORK AREA / E&S CONTROLS 138.26 0.0032 N/A DNREC

1-WT-05 WORK AREA / E&S CONTROLS 27.61 0.0006 N/A USACE

1-WT-06 WORK AREA / E&S CONTROLS 316.89 0.0073 N/A USACE/DNREC

TOTAL TEMPORARY WETLAND IMPACT AREAS USACE/DNRECN/A0.02571117.09

STATE MAPPED WETLANDSMW

LEGEND

PERMANENT IMPACT AREA

WETLAND BOUNDARYWL

LIMIT OF CONSTRUCTIONLOC

IMPACT AREA TYPE ID. (SEE BELOW)

IMPACT AREA ID. AND/OR NUMBER

T = TEMPORARY IMPACT

W = WETLAND IMPACT

TEMPORARY IMPACT AREA

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

KENT

ADDENDA / REVISIONS SECTION

SHEET NO.CYPRESS BRANCH ROAD

RESILIENCY IMPROVEMENTS, KC,

N/A

M. PHILBIN

D. SEMPLE

AECT202566204

SCALE

FEET

30 60 90

COMPLIANCE PLAN

ENVIRONMENTAL

EC-01

CHECKED BY:

BRIDGE NO.

KENT

ADDENDA / REVISIONS SECTION

SHEET NO.CYPRESS BRANCH ROAD

RESILIENCY IMPROVEMENTS, KC,

N/A

M. PHILBIN

D. SEMPLE

AECT202566204

CONTROL PLAN

M.O.T., AND EROSION

CONSTRUCTION PHASING,

GENERAL MOT NOTES

VERTICAL DIFFERENCES SHALL BE CORRECTED IN ACCORDANCE WITH STANDARD DETAIL M-16 OF THE 2026 STANDARD DETAILS.

MATERIAL WOULD BE PAID FOR UNDER THE RESPECTIVE CONTRACT MATERIAL ITEM.

DROP-OFFS, UNLESS THE MATERIAL IS EVENTUALLY UTILIZED AS PART OF A PERMANENT ROADWAY AT WHICH TIME THE

PAYMENT SHALL BE MADE FOR MILLINGS OR GABC TEMPORARY ROADWAY MATERIAL (TRM) USED TO PROTECT EDGE

USED IN THE NEXT SEGMENT AND SHALL BE INCIDENTAL TO THE PARTICULAR BASE COURSE PAY ITEM. NO SEPARATE

SPECIFIED IN TABLE 6G-1 AND SHALL BE COMPACTED. EXCESS BASE COURSE MATERIAL SHALL BE PUSHED AHEAD AND

- MAINTENANCE OF TRAFFIC. THE BASE COURSEMATERIAL SHALL BE PLACED AT NO GREATER THAN THE SLOPE

AND PAVEMENT BOX, EDGE OF TRAVELWAY, DRIVEWAY OR ENTRANCE ACCESS SHALL BE INCIDENTAL TO ITEM NO. 801000

GRADING AND MAINTAINING BASE COURSE THAT IS BEING USED FOR ROADWAY WEDGE/FILLET BETWEEN TRAVEL LANES

e. EDGE OF ROADWAY DROP-OFF

CONSTRUCTION

d. EDGE DROP-OFFS ADJACENT TO LIVE ROADWAY(LANES AND SHOULDER) AND THE PROPOSED ROAD

c. LOW VOLUME ACCESS RAMPS (IDENTIFIED IN THE CONTRACT DOCUMENTS)

b. ENTRANCES

a. DRIVEWAYS

TO HELP PREVENT THE MATERIAL FROM UNRAVELLING:

ENGINEER TO USE BITUMINOUS CONCRETE OR COLD PATCH. ALL MILLINGS AND GABC WILL BE ROLLED AND COMPACTED

EDGE DROP OFF NEEDS TO BE MAINTAINED UNLESS OTHERWISE NOTED IN THE PLANS OR DIRECTED BY THE

MILLINGS OR GABC SHALL BE USED AT THE FOLLOWING LOCATIONS WHERE ACCESS TO A BUSINESS, RESIDENCE, OR

BITUMINOUS CONCRETE MILLING ITEM.

SHALL BE PAID AS NOTED IN THE CONTRACT DOCUMENTS. TAPER MILL BITUMINOUS CONCRETE SHALL BE PAID UNDER THE

APPROVED BY THE ENGINEER. PAYMENT FOR COLD PATCH, BITUMINOUS CONCRETE OR BITUMINOUS CONCRETE WEDGE

BITUMINOUS CONCRETE, BITUMINOUS CONCRETE WEDGE, OR TAPER MILL, AS NOTED IN THE CONTRACT DOCUMENTS OR

IS PROHIBITED UNLESS IT IS OTHERWISE DESIGNATED TO BE USED IN THE CONTRACT PLANS. USE COLD PATCH, REPAIR, TAPERED EDGE FOR UTILITIES, BUTT JOINTS, AND LONGITUDINAL DROP-OFFS (MILLING AND PAVING OPERATIONS)

VOLUME ENTRANCES AND ACCESS RAMP FOR THE PURPOSE OF PROVIDING A TEMPORARY ROADWAY SURFACE, POTHOLE

THE USE OF MILLINGS AND GRADED AGGREGATE BASE COURSE (GABC) IN THE TRAVEL WAY, TEMPORARY TRAVEL WAY, HIGH 3.

OCCUR NO LESS THAN 48 HOURS PRIOR TO THE OPENING/REOPENING OF ANY ROAD OR RAMP.

OF A ROADWAY OR RAMP. A WALKTHROUGH WITH THE ENGINEER, TRAFFIC SAFETY, TRAFFIC CONSTRUCTION AND OTHER PERSONNEL SHALL

ALL NECESSARY SIGNS, PAVEMENT MARKINGS AND ROADSIDE APPURTENANCES SHALL BE INSTALLED PRIOR TO THE OPENING/REOPENING 4.

FOR THIS PROJECT

EROSION POTENTIAL

( ) INSIGNIFICANT

( X ) MINOR

( ) MAJOR

NONE

CONTRACTOR EROSION AND SEDIMENT CONTROL SUPERVISOR REQUIREMENT

STORMWATER REGULATIONS.

CONTRACTOR TRAINING PROGRAM, AS DEFINED IN SECTION 6.2 OF THE DELAWARE SEDIMENT AND

SEDIMENT AND STORMWATER REGULATIONS.

CERTIFIED CONSTRUCTION REVIEWER (CCR), AS DEFINED IN SECTION 6.3 OF THE DELAWARE

GENERAL EROSION AND SEDIMENT CONTROL (E&S) NOTES

APPROVAL FROM THE ENGINEER.

FIVE YEARS, NOTIFY THE ENGINEER THREE MONTHS PRIOR TO THE EXPIRATION. ANY DEVIATIONS TO THE SWPPP NEED

STORMWATER ENGINEER’S SIGNATURE. IF THE FINAL ACCEPTANCE OF THE PROJECT IS ANTICIPATED TO EXTEND BEYOND THE DELDOT’S DELEGATED AUTHORITY. PLAN APPROVAL IS VALID FOR A FIVE YEAR PERIOD BEGINNING ON THE DATE OF THE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN APPROVED BY DELDOT’S STORMWATER ENGINEER UNDER 1.

FAMILIAR WITH AND COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION GENERAL PERMIT.

CARD HOLDER AS DEFINED IN SECTION 6.2 OF THE DELAWARE SEDIMENT AND STORMWATER REGULATIONS (DSSR). BE ASSIGN A RESPONSIBLE PERSON TO BE ON SITE DURING ALL EARTH DISTURBING ACTIVITIES AND BE AN ACTIVE DNREC BLUE 4.

OF THE NOI PERMIT COVERAGE IS INCIDENTAL TO THE CONTRACT.

FILE AS A CO-PERMITTEE IN ACCORDANCE WITH SECTION 901 OF THE STANDARD SPECIFICATIONS. POSTING AND MAINTENANCE 5.

FIELD. THE ENGINEER IS RESPONSIBLE FOR APPROVING ALL REDLINES AND REVISIONS TO THE SWPPP.

REVISIONS TO THE SWPPP OR ENVIRONMENTAL COMPLIANCE PLAN SHEET(S) SHALL BE APPROVED PRIOR TO INITIATION IN THE 6.

CONSTRUCTION GENERAL PERMIT AND THE DSSR AND ARE INCIDENTAL TO THE CONTRACT.

IMPLEMENTING AND MAINTAINING POLLUTION PREVENTION DEVICES AND PRACTICES IS REQUIRED UNDER THE DELAWARE 7.

ADVERSE WEATHER CONDITIONS, OR AS DIRECTED BY THE ENGINEER.

BEFORE IT HAS REACHED HALF OF THE EFFECTIVE CAPACITY OF THE CONTROL. ADJUST OR ALTER MEASURES IN TIMES OF ADJUST OR REPAIR TO FULLY CONTAIN AND CONTROL SEDIMENT FROM LEAVING THE SITE. REMOVE ACCUMULATED SEDIMENT PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF FROM LEAVING THE SITE. CHECK PERIMETER CONTROLS DAILY AND 8.

E&S PRACTICES OR OTHER METHODS AS APPROVED BY THE ENGINEER.

AVAILABLE TECHNOLOGIES TO CONTROL ANY FURTHER SEDIMENT LADEN DISCHARGE. REMEDIATION MAY INCLUDE STANDARD ANY SEDIMENT LADEN DISCHARGE LEAVING THE LIMIT OF CONSTRUCTION SHALL IMMEDIATELY BE ADDRESSED THROUGH BEST 9.

CONCENTRATED FLOW AREA MAY INCLUDE DITCHES, SWALES, BERMS, CONCENTRATED RUNOFF AREAS, ETC.

AS DIRECTED BY THE ENGINEER. INSTALL WITHIN SEVEN CALENDAR DAYS UPON CONSTRUCTION INITIATION. A TEMPORARY ALL TEMPORARY CONCENTRATED FLOW AREAS INCLUDING CHANNEL SIDE SLOPES SHALL HAVE EROSION CONTROL BLANKET MULCH 10.

PREVIOUSLY DISTURBED AREA IS COMPLETED TO THE SATISFACTION OF AND AS APPROVED BY THE ENGINEER.

DISTURBED AT ANY TIME. FURTHER DISTURBANCE MAY NOT PROCEED UNTIL TEMPORARY OR PERMANENT STABILIZATION OF THE PER SIDEWALK, TRAIL, OR OTHER LINEAR IMPERVIOUS SURFACES STANDARD PLAN APPROVAL, NO MORE THAN 1.0 ACRE MAY BE 11.

EXISTING DRAINAGE SYSTEMS, AND PROPERLY DISPOSING OF SEDIMENT THROUGHOUT THE DURATION OF THE PROJECT.

MAINTAIN POSITIVE DRAINAGE IN EXISTING AND PROPOSED DRAINAGE SYSTEMS BY EXECUTING CONSTRUCTION, CLEANING 12.

GUIDANCE REGARDING THIS METHOD OF INSTALLATION.

SILT FENCE IS INCIDENTAL TO ITEM 905001 - SILT FENCE. THE ENVIRONMENTAL STUDIES SECTION CAN PROVIDE FURTHER CFL'S (AND CONTENTS) MUST BE REMOVED IN THE ENTIRETY WHEN NO LONGER NEEDED. SANDBAGS/CFL USED TO SECURE THE WETLANDS IN LIEU OF TRENCHING UNLESS PROPER EROSION AND SEDIMENT CONTROL CANNOT BE MAINTAINED. SANDBAGS AND USE SANDBAGS OR COMPOST FILTER LOG (CFL) TO SECURE SILT FENCE AT AREAS ADJACENT TO WOODED UPLANDS/ALL 13.

DEWATERING BAGS SHALL ONLY BE USED TO REMOVE WATER FROM THE ROADWAY.14.

( X )

THE CONTRACTOR SHALL NOT BE REQUIRED TO HAVE AN ATSSA SUPERVISOR ASSIGNED TO THIS PROJECT.

THIS PROJECT.

AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA) CERTIFIED TRAFFIC CONTROL SUPERVISOR REQUIREMENT FOR1.

PAYMENT FOR ATSSA SUPERVISOR IS INCIDENTAL TO ITEM 801000.

REQUIREMENTS OF THE ATSSA SUPERVISOR ARE DEFINED IN SECTION 812 OF THE STANDARD SPECIFICATIONS.

ACTIVITIES. THIS PERSON SHALL NOT HAVE ANY OTHER ROLE ON THE PROJECT. RESPONSIBILITIES AND RESPONSIBILITY SHALL BE THE MANAGEMENT AND SUPERVISION OF THE PROJECT’S TEMPORARY TRAFFIC CONTROL THE CONTRACTOR SHALL HAVE AN ATSSA SUPERVISOR ASSIGNED TO THIS PROJECT AND THAT PERSON’S SOLE

CONSTRUCTION SHALL BE DONE UNDER DETOUR AS SHOWN ON THE DETOUR PLAN.2.

NOT TO SCALE

AMOUNT OF DISTURBED AREA FOR THE PROJECT

ADDED IMPERVIOUS FOR THE PROJECT

HUC-10 WATERSHED

0.46 AC

-456 SF

ST. JONES RIVER WATERSHED

REVIEWED FOR GENERAL CONFORMITY WITH

CURRENT DELAWARE SEDIMENT AND STORMWATER

REGULATIONS.

05/13/2026______________________

STORMWATER ENGINEER

DELAWARE DEPARTMENT OF TRANSPORTATION

EXPIRES: 5/13/2031

M H

W /W

MHW

M H

W /W

M H

W /W

F.H.

G.V.

12" RCP

CYPRESS BRANCH RD

C Y P R E S S B

R A

N C

C Y P R E S S B

R A

N C

P.B. 12-38

DR O 53-215

DEL-HOMES, INC

7-00-10400-01-7400

PB 26-50

DR 6207-6

MICHELLE NEUBAUER H/W

JOSEPH W. NEUBAUER &

7-00-10500-02-0200

PB 79-86

DR 8339-171

U&I INVESTMENTS, LLC

7-00-09603-01-9900

PB 5-81

DR L54-135

& CATHERINE PALMER

DANIEL J. PALMER

7-00-104.08-01-1400

DR O 53-215

DEL-HOMES, INC

7-00-10500-01-0101

PB 26-52

DR 158-150

KATHLEEN F. FISHER TYLER

ROBIN M. TYLER &

7-00-10500-02-0100

PB 26-52

DR 7438-244

COLETTA MORTON

7-00-10500-02-0300

DEC EASEMENT PER DR W 40-258

EASEMENT PER PB 79-86

10' ARTESIAN WATER COMPANY

R/W PER PB 79-88

EX 10' DELDOT DEDICATED

EASEMENT PER DR 2980-100

15' ARTESIAN WATER

2 3 4

10' ARTESIAN WATER EASEMENT

16+00 17+00

18+00 19+00 20+00 21+00

22+00 23+00 24+00

N00°22'55.19"W

P C .6

P T .8

P C

P I

20+00

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

KENT

ADDENDA / REVISIONS SECTION

SHEET NO.CYPRESS BRANCH ROAD

RESILIENCY IMPROVEMENTS, KC,

N/A

M. PHILBIN

D. SEMPLE

AECT202566204

CONTROL PLAN

M.O.T., AND EROSION

CONSTRUCTION PHASING,SCALE

FEET

30 60 90

54"

54" A

Q W

PCMS-1

Q W

PCMS-1

ROAD CLOSURE AREA

T X

10A

10 1

JOHN S. CHARLTON

SCHOOL

ALLEN FREAR ES

POSTLETHWAIT MS

& D.A.F.B. MS

MAJOR

GEORGE S. WELSH ES

THOMAS MORE

ACADEMY

BRIARBU

S. STATE ST

S . S

T A T E

S T

S . S

T A T E

S T

B A R

R S

R D

BAY RD

ESS B

R A N

P O

N D

E R

PONDEROSA DR

NDEA

LIN

RISIN

B R

A N

C H

C Y P R E S S

SOR

TURTLE

R D

W. L

EBA

NON

GHU

B A N

JOHN S. CHARLTON

SCHOOL

ALLEN FREAR ES

POSTLETHWAIT MS

& D.A.F.B. MS

MAJOR

GEORGE S. WELSH ES

THOMAS MORE

ACADEMY

BRIARBU

S. STATE ST

S . S

T A T E

S T

S . S

T A T E

S T

B A R

R S

R D

BAY RD

ESS B

R A N

P O

N D

E R

PONDEROSA DR

NDEA

LIN

RISIN

B R

A N

C H

C Y P R E S S

SOR

TURTLE

R D

W. L

EBA

NON

GHU

B A N

PORTABLE CHANGEABLE MESSAGE SIGNS

ENGINEER.BARRICADES SHALL BE A MINIMUM OF 6 FEET WIDE UNLESS DIRECTED BY THE4. ROADWAY.OF ROAD, WITH THE STRIPES POSITIONED DOWNWARD TOWARD THE CENTER OF THEACROSS THE ROADWAY, FROM CURB TO CURB, OR FROM EDGE OF ROAD TO EDGE"W" TYPE 3 BARRICADES AT A ROAD CLOSURE SHALL BE PLACED COMPLETELY3. TO "RAMP", "RR XING" OR "BRIDGE" WHERE APPLICABLE.SIGNS "N" THROUGH "Q" AND "T" AND "V", THE WORD "ROAD" SHALL BE CHANGED2. (DE MUTCD) LATEST EDITION.THIS PLAN AND THE DELAWARE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICESMAINTAINED BY THE GENERAL CONTRACTOR AND SHALL BE IN COMPLIANCE WITHALL TEMPORARY TRAFFIC CONTROL DEVICES ARE TO BE SUPPLIED AND1.

CYPRESS BRANCH RD

VEHICULAR

DETOUR PLAN -

PRIOR TO DETOUR

PORTABLE CHANGEABLE MESSAGE SIGNS

SPECIAL SIGNS

ROAD

BRANCH

CYPRESS

XX/XX/XX

STARTING

TO CLOSE

(10 DAYS PRIOR TO BEGINNING OF DETOUR)

PCMS-1

A B C D E

M4-9M4-9M4-9M4-9M4-9-DE

F G H I J

M4-8aM4-9M4-9M4-9M4-9

W20-2 W20-2 W20-2

K L M

PON

Q R

W20-3W20-3W20-3

M4-10(R)M4-10(L)R11-2

T U V

R11-4R11-3bR11-3a

W X

DETOUR DETOUR DETOUR DETOUR DETOUR

END

DETOUR

DETOURDETOURDETOURDETOUR

AHEAD

DETOUR

1000 FT

DETOUR

500 FT

DETOUR

500 FT

CLOSED

ROAD

1000 FT

CLOSED

ROAD

AHEAD

CLOSED

ROAD

CLOSED

ROAD

DETOUR DETOUR

ROAD CLOSED

1 1/2 MILES AHEAD

LOCAL TRAFFIC ONLY LOCAL TRAFFIC ONLY

XX MILES AHEAD

BRIDGE OUT ROAD CLOSED

THRU TRAFFIC

ENGINEER.

BARRICADES SHALL BE A MINIMUM OF 6 FEET WIDE UNLESS DIRECTED BY THE4.

ROADWAY.

OF ROAD, WITH THE STRIPES POSITIONED DOWNWARD TOWARD THE CENTER OF THE

ACROSS THE ROADWAY, FROM CURB TO CURB, OR FROM EDGE OF ROAD TO EDGE

"W" TYPE 3 BARRICADES AT A ROAD CLOSURE SHALL BE PLACED COMPLETELY3.

TO "RAMP", "RR XING" OR "BRIDGE" WHERE APPLICABLE.

SIGNS "N" THROUGH "Q" AND "T" AND "V", THE WORD "ROAD" SHALL BE CHANGED2.

(DE MUTCD) LATEST EDITION.

THIS PLAN AND THE DELAWARE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

MAINTAINED BY THE GENERAL CONTRACTOR AND SHALL BE IN COMPLIANCE WITH

ALL TEMPORARY TRAFFIC CONTROL DEVICES ARE TO BE SUPPLIED AND1.

CYPRESS BRANCH ROAD

RESILIENCY IMPROVEMENTS, KC,

ADDENDA / REVISIONS SECTION

SHEET NO.

AEC

14CHECKED BY:

PERMIT NO.

CONTRACT

T202566204

COUNTY

KENT

SEAL

DATE

p w

/a e c o m

-n a -p w .b e n tl e y .c o m

:A E

C O

M U

S A

D e la w a re

/D o c u m e n ts

/6 -D e lD

O T

T O

G e n e ra l S u p p o rt t o R

S T

/9 -C

A D

/9 C

A D

/2 S

H E

E T

S /9

C y p re ss B ra n c h R d /D

P .d g n

-O

C T

-2

L A

S T

R E

E D

D. SEMPLE

PREPARED BY

AECOM TECHNICAL SERVICES, INC

M. PHILBIN

GENERAL NOTES

LEGEND

CONCURRENCE FOR IMPLEMENTATION

TRAFFIC SAFETY DATE

DATEQA/QC

PREPARED IN ACCORDANCE WITH THE DELAWARE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES."

"I CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF THAT THIS DETOUR PLAN HAS BEEN

THIS SEAL ONLY APPLIES TO THIS DETOUR SHEET

NOT TO SCALE

BACKGROUND.

ON A PRISMATIC FLUORESCENT ORANGE RETROREFLECTIVE

SIGN SHALL HAVE A BLACK LEGEND AND BORDER

(TO BE USED ON ROAD CLOSURE NOTIFICATION AND TRAFFIC ALERT BY ENGINEER)

DETOUR DESCRIPTION

6" C

RIGHT ON SORGHUM MILL ROAD, RETURNING TO CYPRESS BRANCH ROAD.

STRAIGHT ON PONDEROSA DRIVE, TURN RIGHT ON SOUTH STATE STREET, THEN TURN

MOTORISTS WANTING TO TRAVEL NORTH ON CYPRESS BRANCH ROAD WILL GO

LEFT ON PONDEROSA DRIVE, RETURNING TO CYPRESS BRANCH ROAD.

STRAIGHT ON SORGHUM MILL ROAD, TURN LEFT ON SOUTH STATE STREET, THEN TURN

MOTORISTS WANTING TO TRAVEL SOUTH ON CYPRESS BRANCH ROAD WILL GO

Cypress

CLOSED

NORTH OF

Ponderosa

Drive

DETOUR

Branch Rd

Cypress

Branch Rd

CLOSED

SOUTH OF

Sorghum

DETOUR

Mill Rd

10/9/2025

10/14/2025

10/16/2025

11' 11'

11'MATCH EXISTING STRIPING

MATCH EXISTING STRIPING

CYPRESS BRANCH RD

C Y P R E S S B

R A

N C

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 5, 2026.