T202506301 Construction Plans - Bridge.pdf

BR. 3-243

DEEP CREEK

CHURCH

R D

HEN

RY DR

S C

H O

O L

R D

ST

LA

DR

20A

PIN

E D

R

A

RIVERS

END

W

IL

L A

R D

L A

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G R E E N

E . 2 n d

CARTER

CIR

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D

R

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Y S

U C

K L E

C H

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C K

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R D

CIR

YTINERES

TOWN

PILOT

T u b b s

B ra n c h

MIDDLETOWN

LITTLE CREEKDOVER

GENERAL LOCATION OF CONTRACT

WILMINGTON

NEW CASTLE

ELSMERE

NEWPORT

STANTON

BELLEFONTE

ARDEN

TALLEYVILLE

CENTERVILLE

YORKLYN

HOCKESSIN

NEWARK

GLASGOW

BEAR

DELAWARE CITY

ODESSA

TOWNSEND

CLAYTON SMYRNA

WOODLAND BEACH

LEIPSIC

CHESWOLDKENTON

HARTLY

CAMDEN

WYOMING

WOODSIDE

VIOLA

BOWERS BEACH

FREDERICA

FELTON

MAGNOLIA

HARRINGTON

HOUSTON

MILFORD

SLAUGHTER BEACH

BROADKILL BEACH

ELLENDALE

FARMINGTON

GREENWOOD

BRIDGEVILLE

SEAFORD

BLADES

BETHEL

LAUREL

GEORGETOWN

MILTON LEWES

HENLOPEN ACRES

REHOBOTH BEACH

DEWEY BEACH

INDIAN RIVER INLET

BETHANY BEACH

SOUTH BETHANY

VIEW

MILLVILLE

OCEAN

FRANKFORD

DAGSBORO

MILLSBORO

DELMAR

SELBYVILLE FENWICK ISLAND

MARYLAND

S U

S S

E X

K E

N T

M A

R Y

L A

N D

N

W

A

S T

L E

NEW JERSEY

PENNSYLVANIA

D E

L A

W A

R E

I

V

R

D E L A

W A R E

N

B A

Y

A T

L A

N T I

O

E A

N

3 95

13BR

141 100

30140

1 13

42 300

42300

1 1

1 1

13A

1 13

1 13A

13A

1 1315

1 13

13BR

1 13

9BR

1A

1 13

9 20 ic s

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SEAL

DATE

PREPARED BY

BRIDGE DESIGN

DELDOT - TRANSPORTATION SOLUTIONS

BEARING THE "BR" SECTION DESIGNATION.

THIS SEAL APPLIES TO ALL SHEETS

DATEDIRECTOR OF TRANSPORTATION SOLUTIONS

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:

YEAR:

ROAD NAME:

D.H.V. PROJECTED:

DESIGN SPEED:

TRUCKS:

DIRECTION OF DISTRIBUTION:

A.A.D.T. CURRENT:

35 M.P.H.

YEAR:

9 %

N/A %

020 SR 20/ CONCORD RD

MAJOR COLLECTOR N/A N/A

BRIDGE REHABILITATION

N/A N/A

N/A T202506301

SUSSEX 020

CONCORD), 2025

SUSSEX I, (HARDSCRABBLE &

PAVEMENT & REHABILITATION

6401024

BLADES TO CONCORD

BLADES TO CONCORD

APPROVED DESIGN EXCEPTIONS

ADDENDA / REVISIONS

ASSOCIATED CONTRACTS

DESIGN PARAMETER REQUIRED PROVIDED DATE

CONTRACT NO. CONTRACT NAME

LOCATION MAP

SCALE: 1" = 1'

12/16/2024

01/03/2025 (Acting)

16RIGHT-OF-WAY DATA SHEET

15RIGHT-OF-WAY PLAN

14SIGNING, STRIPING AND CONDUIT PLANS (SS)

13DETOUR PLANS

12CONSTRUCTION PHASING, M.O.T. AND EROSION CONTROL PLANS

11CONSTRUCTION PHASING, M.O.T. AND EROSION CONTROL NOTES

10ENVIRONMENTAL COMPLIANCE PLANS (EC)

9ENVIRONMENTAL COMPLIANCE NOTES (EC)

8REPAIR DETAILS

6-7BRIDGE PLAN AND ELEVATION

5CONSTRUCTION PLANS (CP)

4NOTES

3LEGEND

2INDEX OF SHEETS AND ADDENDA AND REVISIONS

1TITLE

SHEET NO(S)SHEET DESCRIPTION

INDEX OF SHEETS

ADDENDA AND REVISIONS

AND

INDEX OF SHEETS

SCALE AS NOTED

CONTRACT

T202506301

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

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CONCORD), 2025

SUSSEX I, (HARDSCRABBLE &

PAVEMENT & REHABILITATION, 3-243

M. HADDAD

S. RODRIGUEZ

CONTRACT

T202506301

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

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CONCORD), 2025

SUSSEX I, (HARDSCRABBLE &

PAVEMENT & REHABILITATION, 3-243

M. HADDAD

S. RODRIGUEZ

BR

MB

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

N/A

N/A

TYPE C PG 76-22, NC STONE (401046)2"

PCC MILLING (760013)

2" BITUMINOUS CONCRETE MILLING (760010) OR

MILL AND OVERLAY -

B.M.

T.P.

TV

E

EM

G

G.M.

G.V.

G.P.

S

S.V.

S.C.O.

B

T

T

J.W.

U

F.H.

W.M.

WV

D.I.

J.B.

C.B.

D

SIZE/TYPE LABEL

F.P.

LAMP

MB

P.M.

WL

C.M.

I.P.

100+00

TCE

RTE

R/W-DA

R/W

DA

LOC

LO

100+00

CZ

BFS

A

C

A

O

B

XXX

CJB

XXX

CMH

XXX

C

O

CO

SW

PC

XX

PC-N

XXX

DI

XXX

DND

ED

XXX

F

XXX

FES

XXX

FF

C

JB

XXX

MH

XXX

P

XXX

RL

C

RL

O

RL

PO

RM

C

RM

O

UD

XXX

UDO

XXX

M

XXX

LS

XXX

PEDESTRIAN CONNECTION / TYPE

F.H.

W.V.

ABANDON BY CONTRACTOR

ABANDON BY OTHERS

C

AB

AB

O

BEST MANAGEMENT PRACTICE

BUS STOP PAD / TYPE

BUS STOP WITH SHELTER PAD / TYPE

BSP

X

BSSP

X

BMP

XXXX

E

RR

XXX

CURB & GUTTER, TYPE 1

CURB & GUTTER, TYPE 2

CURB & GUTTER, TYPE 3

CURB OPENING - SUMP / ON GRADE

CURB/SW OPENING - ADJACENT CURB

GR

XXX

C

XXX

SURVEY CONTROL & MONUMENTATION

EXISTING PROPOSED IDFEATURE DESCRIPTION

EXISTING PROPOSED IDFEATURE DESCRIPTION

CURB, TYPE "X"

C&G, TYPE "X"

MANMADE ROADSIDE FEATURES

DRAINAGE FEATURES

EXISTING PROPOSEDFEATURE DESCRIPTION

UTILITY FEATURES

EXISTING PROPOSEDFEATURE DESCRIPTION

NATURAL ROADSIDE FEATURES

EXISTING PROPOSEDFEATURE DESCRIPTION

RIGHT-OF-WAY FEATURES

PE

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

RM

TC

WELL

DA

R/W-DA

EASEMENT TYPE

PE

100+00

DADADA

R/W

R/W-DA

PEPE

TCETCE

PEPEPE

100+00100+00100+00

PE

TCETCETCE

UTILITY MARKER UM

RIGHT-OF-WAY BY PE

CD

C

CT

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

B

XXX

BARRIER, TYPE "X"

G

E

S

SES

XXX

C

CONTRACTOR RIGHT TO TRESPASS CRT

L A

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NOT TO SCALE LEGEND

TRAVEL LANE

10'-0"

TRAVEL LANE

10'-0"

WIDENED SECTION

4'-0"

SHOULDER

10'-0"

SHOULDER

10'-0"

2'-0"

BASE COURSE (TYP.)

8" PORT. CEM. CONC.

6.5" OF HOT MIX ON6" SELECT BORROW (TYP.)

4" WEARING COURSE ON

2% 2%

4%4%

CONTRACT

T202506301

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

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CONCORD), 2025

SUSSEX I, (HARDSCRABBLE &

PAVEMENT & REHABILITATION, 3-243

M. HADDAD

S. RODRIGUEZ

BR

GENERAL NOTES

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

NONE

CROSS SECTIONS

RIGHT-OF-WAY PLANS (INCLUDED IN THE ADVERTISED PLANSET)

DETAILS", DATED 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 "STANDARD1.

PROJECT NOTES

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

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

DELIVERY OF ANY ELECTRONIC PROJECT FILES.

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

( X )

( X )

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

FEATURE LINES ARE FOR THE PROPOSED TOP SURFACE ELEVATION ONLY.

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

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

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

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.

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.

SECTION 200

REMOVED OR DISTURBED.

ONLY EXISTING FEATURES WITHIN THE LOC IDENTIFIED WITH REMOVE BY CONTRACTOR OR BY OTHER METHODS ARE TO BE 4.

FILLING VOIDS UNDER THE FOOTERS IS PAID UNDER ITEM 208000 - FLOWABLE FILL5.

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.

MISCELLANEOUS

CHIEF SCHEDULER AT 302-576-6019.

COMPLETED AND OPERABLE FOR TRANSIT OPERATIONS. FOR EMERGENCY DETOUR INFORMATION ONLY, PLEASE CONTACT DTC’S

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 OF7.

(B) AASHTO LRFD BRIDGE SPECIFICATIONS, 2020, 9TH EDITION, CUSTOMARY U.S. UNITS.

(A) DELDOT BRIDGE DESIGN MANUAL, 2024 EDITION

DESIGN SPECIFICATIONS:8.

CULVERTS AND CHANNELS

SCOUR AND STREAM INSTABILITY COUNTERMEASURES AND/OR HEC 14 - HYDRAULIC DESIGN OF ENERGY DISSIPATORS FOR

SCOUR COUNTERMEASURES HAVE BEEN DESIGNED FOR THE SCOUR DESIGN FLOOD IN ACCORDANCE WITH HEC 23 - BRIDGE

CALCULATED SCOUR DEPTH AT EACH SUBSTRUCTURE UNIT: 2.2 FT UNDER FOOTERS

WATER SURFACE ELEVATION: 8.03 FT (IMMEDIATELY UPSTREAM OF BRIDGE)

SCOUR DESIGN FLOOD VELOCITY: 12.09 FPS (AT BRIDGE OUTLET)

SCOUR DESIGN FLOOD DISCHARGE: 786.20 CFS

PROTECTION' AND FIGURE 104-8)

SCOUR DESIGN FREQUENCY: 200 YEARS OR OVERTOPPING (AS PER GUIDANCE OF SECTION 104.4 - 'SCOUR EVALUATION AND

SCOUR ANALYSIS: 10.

112 SQ. FTPROPOSED WATERWAY OPENING: 112 SQ. FT EXISTING WATERWAY OPENING:

10.86 FPSPROPOSED 100-YEAR VELOCITY: 10.86 FPS EXISTING 100-YEAR VELOCITY:

8.00 FTPROPOSED 100-YEAR WSE: 7.00 FT EXISTING 100-YEAR WSE:

PROPOSED (DESIGN STORM) VELOCITY: 9.71 FPS9.71 FPS EXISTING (DESIGN STORM) VELOCITY:

7.00 FTPROPOSED (DESIGN STORM) WSE: 7.00 FT EXISTING (DESIGN STORM) WSE:

634.1 CFS100-YEAR DISCHARGE: 504.8 CFS DESIGN DISCHARGE:

50 YEARSDESIGN FREQ.: 3.85 SQ. MILES DRAINAGE AREA:

HYDRAULIC DATA: 9.

NOTES

NOT TO SCALE

WILL UNDERTAKE THE SURVEY.

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

PERFORM AN ARCHAEOLOGICAL SURVEY TO DETERMINE WHETHER TO APPROVE OR REJECT THE REQUEST, WHICH MAY 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 OR 11.

EX. ROAD TYPICAL SECTION

1" = 5'-0"

(STA. 138+55.73 TO 139+50)

(STA. 136+50 TO 137+73.73)

STA. 138+07

BR 3-243

STA. 137+73.73

START OF CONCRETE SLAB

STA. 138+55.73

END OF CONCRETE SLAB

E X

IS

T

IN

G

R /W

E X

IS

IT

IN

G

R /W

E X

IS

T

IN

G

R /W

STA. 136+51.43

SAWCUT 2"

STA. 137+73.73

PCC PAVEMENT MILLING

BEGINNING OF

STA. 138+55.73

PAVEMENT MILLING

END OF PCC

STA. 139+45.00

SAWCUT 2"

CONCRETE DITCH

TIE RIPRAP APRON INTO EX.

BURIED, ABANDONED

VERIZON CABLE

PERFORM ITEM #610511, REFER TO NOTE 2.

BURIED CABLE

PROPOSED VERIZON

D.R. 4824-242

WENDY M. DAUDT

132-2.00-106.00

D.R. 5945-181

CARLOS PEREZ

132-2.07-1.00

PB 116-169

D.R. 5139-329

DEEP CREEK HOMEOWNERS ASSOCIATION INC.

132-2.00-111.00

D.R. 3417-156

THE FRANK L. AND MARY FRANCES MORRIS REVOCABLE TRUST

132-2.00-109.00

PB 75-166

D.R. 1912-317 W.R. 19780427

ELEXES TOUSSAINT MOORE HEIRS & JAMES R WEBB JR.

132-2.00-110.00

D.R. 4411-205

ALL WALKS OF LIFE OUTREACH MINISTRIES INC.

132-2.07-2.00

VERIZON

FLOW

F L

O W

T U

B B S B

R A

N C

H

WOOD POST

4"x4"

EX. CONCRETE DITCH

(CAPPED REBAR)

TP-101

(CAPPED REBAR)

TP-102

(CAPPED REBAR)

TP-100

(CAPPED REBAR)

TP-202

(CAPPED REBAR)

TP-103

(CAPPED REBAR)

TP-201

(CAPPED REBAR)

TP-8

(CAPPED REBAR)

TP-4

(MAG NAIL)

TP-5

(MAG NAIL)

TP-7

(CAPPED REBAR)

TP-200

18" RCP

MB

(CAPPED REBAR)

TP-6

137+00 138+00 139+00

.0

P

B

E

SR20/CONCORD RD

EXISTING R/W & CONSTRUCTION £

HOT MIX PAVEMENT

EX. CONCRETE SLAB HOT MIX PAVEMENT

APPROXIMATE EXISTING RIGHT OF WAY

N

CONTRACT

T202506301

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

ic s

M -d e ld o t p w \i

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CONCORD), 2025

SUSSEX I, (HARDSCRABBLE &

PAVEMENT & REHABILITATION, 3-243

M. HADDAD

S. RODRIGUEZ

BR

CONSTRUCTION PLAN

SCALE

FEET

20 40 60

CONSTRUCTION ALIGNMENT CONTROL

POINT NO. STATION OFFSET NORTHING EASTING

HORIZONTAL / VERTICAL CONTROL DATA

POINT NO. STATION OFFSET NORTHING EASTING ELEV.

10000

10001

TP-8 136+47.61 27.7983 233436.0374 613982.5359 7.7500

TP-7 138+08.94 20.3200 233447.6504 614143.6244 10.0490

TP-6 141+41.67 -193.0638 233499.8899 614475.0885 20.2230

TP-5 137+98.45 -15.7043 233483.3864 614132.1860 9.9890

TP-4 136+51.87 -23.4465 233487.2734 613985.4595 8.3110

TP-202 137+69.69 -133.5610 233600.4464 614100.3373 2.5730

TP-201 138+41.89 -131.2405 233600.0244 614172.5714 4.4130

TP-200 139+38.68 -74.6749 233546.0224 614270.8165 15.2680

TP-103 138+19.53 89.3101 233378.9624 614156.0205 3.3240

TP-102 137+36.04 117.8185 233348.2694 614073.3067 2.2150

TP-101 136+65.07 104.6836 233359.5344 614002.0159 2.2150

TP-100 136+18.69 129.4093 233337.4424 613956.1997 2.2150

136+50.00 0.000 233463.7857 613984.2018 10000

139+50.00 0.000 233471.6709 614284.0981 10001

AND PATCH ANY HOLES IN THE SLAB USING PCC PATCHING, PARTIAL DEPTH (ITEM #505000).

AFTER LIFTING THE SLAB, BUT BEFORE HOT MIXING, PERFORM CRACK AND JOINT SEALING LESS THAN 3/4-INCH WIDE (ITEM #504001) 3.

#763501 - CONSTRUCTION ENGINEERING.

HAS POSITIVE DRAINAGE. FIELD VERIFYING SLOPE OF ROADWAY FOR POSITIVE DRAINAGE SHALL BE PAID UNDER ITEM PERFORM SOIL AND PAVEMENT STRUCTURE STABILIZATION AND LIFTING UNTIL SLAB TIES INTO EXISTING ROADWAY AND C.

#763501 - CONSTRUCTION ENGINEERING.

FIELD VERIFY THE THICKNESS OF THE SLAB. FIELD VERIFYING THE THICKNESS OF THE SLAB SHALL BE PAID UNDER ITEM B.

MILL ASPHALT AND CONCRETE SLAB (ITEM #760010 AND #760013) BEFORE LIFTINGA.

SOIL AND PAVEMENT STRUCTURE STABILIZATION AND LIFTING (ITEM #610511)2.

ONLY PER CONTRACT 64-01-024.

PROPERTY LINE LOCATIONS ARE APPROXIMATE AND EXISTING RIGHT OF WAY INFORMATION IS SHOWN FOR INFORMATIONAL PURPOSES 1.

NOTES:

DATUM REFERENCE:

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

1983 (NAD 83 / 2011 / EPOCH 2010.00).

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

4'-4"

GEOTEXTILE (ITEM #708003)

DE #3 STONE (ITEM #302002) BEDDING ON

R-5 RIPRAP (ITEM #707016) ON

CHANNEL BED FILL (ITEM #707021) ON

R -5 R I P

R A

P

R -5 R I P

R A

P

DE #3 STONE ON R-5 RIPRAP

"4

13'-4

DE #3 STONE ON R-5 RIPRAP

"8

12'-8DE #3 STONE ON R-5 RIPRAP

"16

12'-4

DE #3 STONE ON R-5 RIPRAP

"16

10'-6

AT OHW LINE (TYP.)(ITEM #707021)BED FILL

. CONTINUE DOWNSLOPE TO CHANNEL (ITEM #707016)

ATOP R-5 RIPRAP (ITEM #302002) OF DE #3 STONE

AT CORNER OF WINGWALL, PLACE 2'-0" MIN. WIDE, 4"

C H

A N

N E

L

C H

A N

N E

L

12'-0"

8'-10"

3'-0"

1'-2"

(TYP.)(ITEM #707016) RIPRAP

ATOP R-5(ITEM #302002) STONE

BEHIND WINGWALL, PLACE 6" OF DE #3

CONTRACT

T202506301

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DESIGNED BY:

CHECKED BY:

BRIDGE NO.

SUSSEX

SECTION

SHEET NO.

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SUSSEX I, (HARDSCRABBLE &

PAVEMENT & REHABILITATION, 3-243

M. HADDAD

S. RODRIGUEZ

BR

PLAN

1" = 5'-0"

REPAIR NOTES

ALONG TOP EDGE

#628041) - LARGE DEEP SPALL

DEEP SPALL REPAIR (ITEM

OF RIGID FRAME

AND EXPOSED BAR ON SOFFIT

SPALL, FAILED PATCH SPALL,

- LARGE DEEP ABRASION

SPALL REPAIR (ITEM #628508)

DEEP OVERHEAD CONCRETE

LOCATIONS OF DEFECTS.

PLANS ARE ESTIMATED

*REPAIR LOCATIONS SHOWN ON

THROUGHOUT THE STRUCTURE.

FILL VOIDS UNDER THE FOOTERS

FLOWABLE FILL (ITEM #208000) -

RIPRAP THROUGH STRUCTURE

" = 1'-0"2

(SECTION A-A)

N

SCALE AS NOTED

A

A

C

C

B B

FLOW

TUBBS BRANCH

FLOW

PLAN AND SECTION

S T

R U

C T

U R

E

C

E N

T E

R L

IN

E

H

IS

T O

R

IC

/W

O N

S T

R U

C T

IO

N

EXACT LOCATION UNKNOWN

THE LEGNTH OF THE STRUCTURE.

THE STRUCTURE FOR ABOUT 50% OF

OF SCOUR IN THE CHANNEL WITHIN

SCOUR IN CHANNEL: ASSUMED 2 FT 3.

LENGTH OF THE STRUCTURE.

ASSUMED TO BE ABOUT 25% OF THE

SCOUR UNDER EAST FOOTERS: 2.

CLARITY.

NOT SHOWN FOR REPAIR LOCATION

RIPRAP APRON THROUGH STRUCTURE 1.

NOTES:

D

D

STRUCTURE.

CHANNEL THROUGHOUT THE

#209002) - FILL SCOUR IN

BORROW, TYPE B (ITEM

3'-3"

5'-6"

9" OF R-5 RIPRAP (ITEM #707016) (TYP.)

6" OF DE #3 STONE (ITEM #302002) ON

RUN RIPRAP ALONG CONCRETE DITCH

GEOTEXTILE (ITEM #708003) (TYP.)

6" DE #3 STONE (ITEM #302002) BEDDING ON

1'-6" OF R-5 RIPRAP (ITEM #707016) ON

GEOTEXTILE (ITEM #708003) (TYP.)

6" DE #3 STONE (ITEM #302002) BEDDING ON

3'-0" OF R-5 RIPRAP (ITEM #707016) ON

OVER RIPRAP BELOW THE OHW LINE (TYP.)

FOR THE PLACEMENT OF CHANNEL BED FILL

SEE ENVIRONMENTAL COMPLIANCE NOTES

CHANNEL BOTTOM TO 4" AT THE OHW LINE (TYP.)

TRANSITION CHANNEL BED FILL FROM 12" IN RIPRAP SLOPE (TYP.)

FOR ADDITIONAL GUIDANCE STREAM RESTORATION AND

REFER TO ENVIRONMENTAL COMPLIANCE NOTES SHEET

NOTES (TYP.)

OHW LINE PER ENVIRONMENTAL COMPLIANCE

BLANKET MULCH (ITEM #908020) ABOVE THE

(ITEM #908019), AND EROSION CONTROL

PERMANENT GRASS SEEDING, STREAMBANK

PLACE TOPSOIL (ITEM #908001),

R-5 RIPRAP

11'-9"

R-5 RIPRAP

14'-6"

GEOTEXTILE (ITEM #708003) (TYP.)

6" DE #3 STONE (ITEM #302002) BEDDING ON

1'-6" TO 3'-0" R-5 RIPRAP (ITEM #707016) ON

12" CHANNEL BED FILL (ITEM #707021) ON

OUTLET EL. -1.00

INLET EL. -1.00

EL. -1.00

EL. -1.00

8'-10"

3'-3"

2'-0"

4'-0"

5'-0"

2'-0"1:1 SLOPES (TYP.)

RIPRAP TOEWALL

CONTRACT 709 LEFT IN PLACE

EXISTING WINGWALL FROM

CONTRACT 709

LOCATION OF EXTENSION FROM ASSUMED 6" TO 1'-2" OF SELECT BORROW

ASSUMED 12" CONCRETE SLAB ON

"2

43'-8

SHOULDER

8'-0"

TRAVEL LANE

11'-0"

TRAVEL LANE

11'-0"

SHOULDER

10'-0"

PGA

1'-0"

SCALE AS NOTED

LONGITUDINAL SECTION

" = 1'-0"3

(SECTION B-B)

EL. -2.00

EL. 3.36

EL. 5.50

EL. -2.00

EL. 3.36

EL. 5.50

TOP OF FOOTER

EL. -3.66

BOT OF FOOTER

EL. -3.66

FLOW

EXISTING TERRAIN SLOPE.

FOR RIPRAP APRON, IF 2:1 CANNOT BE ACHIEVED THEN MATCH 2.

MINIMUM OF 2:1 AND TIE INTO THE NEW RIPRAP APRON.

EDGE OF ROADWAY, FOLLOW THE WINGWALL SLOPE AT A

FOR THE STONE BEHIND THE WINGWALLS, STARTING FROM THE 1.

NOTES:

UPSTREAM RIPRAP TOEWALL

" = 5'-0"1

(SECTION D-D)

DOWNSTREAM RIPRAP TOEWALL

" = 5'-0"1

(SECTION C-C)

DOWNSTREAM ELEVATION

" = 5'-0"1

(SECTION C-C)

UPSTREAM ELEVATION

" = 5'-0"1

(SECTION D-D)

EL. 7.08

EL. 3.36

EL. 3.61

EL. 3.36

EL. 0.00

OHW

EL. 6.00

50 YR.

EL. 0.00

OHW

EL. 0.00

OHW

EL. 0.00

OHW

EL. 6.00

50 YR.

LONGITUDINAL SECTION

ELEVATION AND

CONTRACT

T202506301

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

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SUSSEX I, (HARDSCRABBLE &

PAVEMENT & REHABILITATION, 3-243

M. HADDAD

S. RODRIGUEZ

BR

REVISIONS

AROUND SPALL PERIPHERY

RECTANGULAR SHAPE

SAW CUT 1" DEPTH ON

SPALLED AREA

SAW CUT 1" DEEP (TYP.)

CONCRETE

SOUND

REMOVE TO

STEEL (TYP.)

REINFORCING

EXISTING

REINFORCEMENT

THE EXISTING

MINIMUM 1" BEHIND

REMOVE TO A

DISTANCE TO CRACK 6 FROM ASPHALT JOINT

~10'-0"

CRACK 5 TO 6

~12'-0"

CRACK 4 TO 5

~13'-0"

CRACK 3 TO 4

~8'-0"

CRACK 2 TO 3

~12'-0"

CRACK 1 TO 2

~7'-0"

DISTANCE TO CRACK 1 FROM ASPHALT JOINT

~20'-0"

1 2 3 4 5 6

CONTRACT

T202506301

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

ic s

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SUSSEX I, (HARDSCRABBLE &

PAVEMENT & REHABILITATION, 3-243

M. HADDAD

S. RODRIGUEZ

BR

90° (TYP.)

(TYP.)

6" MIN.

B

B

PLAN

SECTION B-B

DEEP SPALL REPAIR

SPECIFICATIONS

SECTION 628 OF STANDARD

AND REPAIR IN ACCORDANCE WITH

LIMITS OF CONCRETE REMOVAL

SPECIFICATIONS

SECTION 628 OF STANDARD

AND REPAIR IN ACCORDANCE WITH

LIMITS OF CONCRETE REMOVALCS

MG

SW

ND

DEEP SPALL REPAIR NOTES

SPALL REPAIRS.

SEE SPECIAL PROVISION DEEP OVERHEAD CONCRETE SPALL REPAIR - ITEM #628508 FOR OVERHEAD 3.

OF THE STANDARD SPECIFICATIONS. PAYMENT INCIDENTAL TO 628041 - DEEP SPALL REPAIR.

PREPARATION, AND CONCRETE PLACEMENT SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 628.3.4

ACTIVITIES OR SECTION LOSS, PRESENCE OF CONTRACTION OR EXPANSION JOINTS, SURFACE

REINFORCEMENT, REPAIRING OR REPLACING DAMAGED REINFORCEMENT AS RESULT OF CONSTRUCTION

ALL WORK INVOLVING METHODS OF CONCRETE REMOVAL, CLEANING OF CONCRETE SURFACE AND EXISTING 2.

DEEP SPALLS ARE DEFINED AS PATCHES THAT EXTEND BELOW THE TOP MAT OF REINFORCEMENT. 1.

APPROX. DECK CRACK LOCATIONS

A S P

H A

LT

J

O

IN

T

A S P

H A

LT

J

O

IN

T

NOT TO SCALE REPAIR DETAILS

DECK CRACK NOTES

APPROX. LENGTH: 24 FT.6.

APPROX. LENGTH: 42 FT.5.

APPROX. LENGTH: 24 FT.4.

APPROX. LENGTH: 42 FT.3.

APPROX. LENGTH: 36 FT.2.

APPROX. LENGTH: 42 FT.1.

ADDENDA / REVISIONS

COMPLIANCE NOTES

ENVIRONMENTAL

NOT TO SCALE

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.

CONSTRUCTION BEGINS.

UNDERSIDE OF THE BRIDGE(S) WOULD NEED TO BE FULLY ENCAPSULATED, AND THE MATERIAL MUST BE LEFT IN PLACE UNTIL #763623 – NETTING MIGRATORY BIRD EXCLUSION. THE MATERIAL WOULD NEED TO BE IN PLACE NO LATER THAN APRIL 14, THE USED TO BLOCK ACCESS TO NESTING SITES ON THE UNDERSIDE OF THE BRIDGE(S) IN ACCORDANCE WITH SPECIAL PROVISION OR IF CONSTRUCTION CANNOT BE PERFORMED FROM AUGUST 2 TO APRIL 14, A DETERRENT SUCH AS MESH NETTING MUST BE 2.

ONLY PERFORM CONSTRUCTION ACTIVITIES FROM AUGUST 2 TO APRIL 14. 1.

TO AVOID NEST DESTRUCTION AND TAKE, WHICH IS A VIOLATION OF STATE LAW:

TO DETERMINE IF ACTIVE NESTS ARE PRESENT. IF THE SURVEY DETECTS NESTING ACTIVITY, THE FOLLOWING STEPS MUST BE TAKEN VIA EMAIL AT DOT_ENVIRONMENTALSTUDIES@DELAWARE.GOV NO MORE THAN 14 DAYS PRIOR TO THE START OF WORK FOR A SURVEY

IF BRIDGE WORK IS PROPOSED DURING THE BREEDING SEASON (APRIL 15 TO AUGUST 1), CONTACT DELDOT ENVIRONMENTAL STUDIES MIGRATORY BIRDS - DOT_ENVIRONMENTALSTUDIES@DELAWARE.GOV. MUSSELS SHOULD BE RELOCATED TO AN ADJACENT SITE OUT OF THE AREA OF SEDIMENTATION.

IF MUSSELS ARE FOUND AT THE PROJECT SITE, PLEASE CONTACT DELDOT ENVIRONMENTAL STUDIES STAFF ENDANGERED SPECIES -

STATE NATURAL AREA - AVOID NATIVE VEGETATION REMOVAL AND STAGE EQUIPMENT TO REDUCE IMPACTS TO THE NANTICOKE RIVER NATURAL AREA.

RARE PLANTS - IMPLEMENT STRINGENT SEDIMENT CONTROL MEASURES TO MINIMIZE IMPACTS.

TREE CLEARING - MAY 15TH - JULY 31ST

FISHERIES - NO IN-WATER WORK FROM MARCH 15TH - JUNE 30TH

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

DNREC - WETLANDS & SUBAQUEOUS LANDS (WLSL): SPECIAL EXEMPTION B

U.S. ARMY CORPS OF ENGINEERS (COE): NATIONWIDE PERMIT #3 (A) AND (C) NO PCN REQUIRED.

PERMIT REQUIREMENTS/APPROVALS *:A.

NATURAL RESOURCE ISSUES:2.

FOR POTENTIAL CULTURAL RESOURCES CONCERNS AND COORDINATE WITH THE DE STATE HISTORIC PRESERVATION OFFICE AS NECESSARY.

APPROVED PLANS, DELDOT ENVIRONMENTAL STUDIES STAFF (DOT_ENVIRONMENTALSTUDIES@DELAWARE.GOV, (302) 760-4887) MUST BE CONTACTED TO REVIEW THESE CHANGES STAGING/STOCKPILING AREAS OUTSIDE OF THE LIMITS OF CONSTRUCTION (LOC), OR OTHERWISE MODIFY THE LOC OR PROJECT SCOPE FROM WHAT IS DETAILED IN THE THERE ARE NO CULTURAL RESOURCE CONCERNS WITH THE PROJECT AS CURRENTLY DESIGNED. SHOULD IT BE NECESSARY TO ADD ADDITIONAL ACCESS LOCATIONS OR

CULTURAL RESOURCE ISSUES:3.

SEDIMENTATION. PAYMENT WILL BE INCIDENTAL TO ITEM 909005 - STREAM DIVERSION.

PLACEMENT OCCURS AFTER STREAM DIVERSION REMOVAL, USE A TURBIDITY CURTAIN TO MINIMIZE IN-STREAM

THE TOPSOIL/SEED/MULCH CAN BE PLACED BEFORE OR AFTER THE REMOVAL OF THE STREAM DIVERSION. IF THEE.

INCIDENTAL TO THE RIPRAP ITEM. ALL OTHER ITEMS WILL BE PAID FOR UNDER THEIR RESPECTIVE ITEMS.

WITH TOPSOIL THROUGH THE SEEDING AND MULCHING PRIOR TO ANY RAIN EVENT. DELAWARE #57 STONE IS

EITHER TRENCHED IN OR STAPLED AT 6" ON CENTER. COMPLETE ALL WORK, STARTING WITH THE INITIAL CHOKING

CONTROL BLANKET (ECB) MULCH, OR OTHER BLANKET AS SHOWN ON THE PLANS. ECB AT TOE OF SLOPE CAN BE

908019 - PERMANENT GRASS SEEDING, STREAMBANK. FOLLOWING THE SEEDING OPERATION, INSTALL ITEM 908020 - EROSION

PLACE AN ADDITIONAL 6-INCH TOPSOIL LAYER ON TOP OF THE RIPRAP. SLOPE SEEDING WILL BE DONE WITH ITEM

2. ALL OTHER LOCATIONS: FINISH FILLING THE VOIDS WITH TOPSOIL SO THAT THE RIPRAP PEAKS ARE BARELY VISIBLE.

STONE IS INCIDENTAL TO THE RIPRAP ITEM.

THAT THE RIPRAP PEAKS ARE BARELY VISIBLE. PAYMENT UNDER ITEM 707021 - CHANNEL BED FILL. DELAWARE #57

BENEATH THE BRIDGE: AFTER PLACING DELAWARE #57 STONE, PERFORM A FINAL CHOKE OF CHANNEL BED FILL SO1.

BELOW) THROUGH THE RIPRAP.

CHOKE MATERIAL TO PREVENT THE LOSS OF CHANNEL BED FILL OR TOPSOIL (DEPENDING ON LOCATION AS INDICATED

CHOKE ALL RIPRAP ON THE STREAM BANK, OUTSIDE THE CHANNEL BED, WITH DELAWARE #57 STONE. PLACE JUST ENOUGHD.

CORRECTIVE ACTION AT THE CONTRACTOR'S EXPENSE.

RIPRAP OR BENEATH THE STRUCTURE). IF THIS IS NOT ACHIEVED, THE CONTRACTOR WILL BE REQUIRED TO TAKE

CONDITIONS, THE FLOW MUST REMAIN ABOVE GROUND AND ABOVE THE RIPRAP (I.E. THE FLOW CANNOT BE "LOST" IN THE

WHEN ALL EROSION AND SEDIMENT CONTROL MEASURES ARE REMOVED AND THE STREAM RETURNS TO ITS NATURAL FLOWC.

BED FILL. PAYMENT UNDER ITEM 707021 - CHANNEL BED FILL.

EXISTING CONDITIONS. FILL ANY CAVITIES OR SCOUR HOLES RESULTING FROM CONSTRUCTION ACTIVITIES WITH CHANNEL

LOCATION OF SUMP PITS, STABILIZED OUTFALLS, TEMPORARY PIPES AND/OR SANDBAG DIKES AND DIVERSIONS) TO

RESTORE OTHER AREAS OF THE CHANNEL BOTTOM AFFECTED BY CONSTRUCTION (INCLUDING, BUT NOT LIMITED TO, THEB.

CHANNEL BED FILL.

LIMITS. THROUGH THE STRUCTURE, ELEVATIONS WILL BE AS NOTED ON THE PLANS. PAYMENT UNDER ITEM 707021 -

FILL. MATCH THE FINAL CHANNEL ELEVATIONS WITH EXISTING ELEVATIONS AT THE UPSTREAM AND DOWNSTREAM PROJECT

MATERIAL. PAYMENT UNDER ITEM 209002 - BORROW, TYPE B. COVER THE RIPRAP WITH A MINIMUM OF 12" CHANNEL BED

ELEVATION AND CHOKE WITH BORROW TYPE 'B' SO THAT ALL OF THE VOIDS IN THE RIPRAP ARE FILLED WITH SPECIFIED

BED FILL. RECESS ALL RIPRAP IN THE CHANNEL BOTTOM (I.E. BELOW THE WATER LINE) ONE FOOT BELOW STREAM BED

BED FILL DO NOT EXIST ON-SITE, ANY NEW MATERIAL MUST CONFORM TO THE REQUIREMENTS OF ITEM 707021 - CHANNEL

NATURAL STREAM BOTTOM MATERIAL OR THE FURNISHING OF OFFSITE MATERIAL. IF SUFFICIENT SOURCES FOR CHANNEL

FOLLOW THE SPEC FOR ITEM 707021 - CHANNEL BED FILL IN REGARDS TO THE SALVAGING OF ON-SITEA.

STREAM RESTORATION AND RIPRAP TREATMENT:4.

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 908017 - TEMPORARY GRASS SEEDING (ANNUAL RYEGRASS).

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:5.

ORIGINAL SHEET PREPARED BY MICHAEL HADDAD ON 4/2/2024. SHEET LAST UPDATED ON 5/23/2025.

ENGINEERS WETLAND DELINEATION MANUAL (1987)".

WETLANDS DELINEATED BY VAN ADAMS AND TREVOR MCCOLLEY ON 07-13-2023 IN ACCORDANCE WITH THE US ARMY CORPS OF ENGINEERS "CORPS OF

THIS PROJECT, DNREC WSLS REQUIRES THAT A PLANTING PLAN BE SUBMITTED FOR APPROVAL PRIOR TO ACTUAL WORK.

AT THEIR DISCRETION BUT MUST BE A NATIVE SPECIES APPROVED BY THE DELAWARE DEPARTMENT OF NATURAL RESOURCES. ON

DETERMINED BY THE ROADSIDE ENVIRONMENTAL ADMINISTRATOR OR APPOINTED DESIGNEE. SPECIFIC PLANT SELECTION IS ALSO

DISTURBED WOODED WETLAND AREAS WITHIN THE LOC. FINAL PLANT COUNTS WILL BE BASED ON FIELD CONDITIONS AND

PLANT APPROPRIATE TREES AND/OR SHRUBS IN A NATURALIZED PATTERN (MINIMUM 8", MAXIMUM 12" CENTERS) IN TEMPORARILY

OR DOT_ENVIRONMENTALSTUDIES@DELAWARE.GOV) AND ROADSIDE ENVIRONMENTAL (DARIN CALLAWAY, 302-760-2186) OF COMPLETION.

THIS CONTRACT.) UPON FINAL ACCEPTANCE OF THE CONTRACT, NOTIFY THE ENVIRONMENTAL STUDIES SECTION (302-760-2259

PLANTING GUIDANCE (INFORMATION ONLY, WORK TO BE DONE BY OTHERS. THERE WILL BE NO PAYMENT FOR PLANTING ON

PLANTING GUIDANCE, WORK DONE BY DELDOT:6.

CONTRACT

T202506301

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

SUSSEX

SECTION

SHEET NO.

ic s

M -d e ld o t p w \i

C S p d f_ w o r k d ir \4

\7

\E

C B

R S

F T

D O

T .d g n

:0

-J

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CONCORD), 2025

SUSSEX I, (HARDSCRABBLE &

PAVEMENT & REHABILITATION, 3-243

M. HADDAD

S. RODRIGUEZ

BR

D.R. 4824-242

WENDY M. DAUDT

132-2.00-106.00

D.R. 5945-181

CARLOS PEREZ

132-2.07-1.00

PB 116-169

D.R. 5139-329

DEEP CREEK HOMEOWNERS ASSOCIATION INC.

132-2.00-111.00

D.R. 3417-156

THE FRANK L. AND MARY FRANCES MORRIS REVOCABLE TRUST

132-2.00-109.00

PB 75-166

D.R. 1912-317 W.R. 19780427

ELEXES TOUSSAINT MOORE HEIRS & JAMES R WEBB JR.

132-2.00-110.00

D.R. 4411-205

ALL WALKS OF LIFE OUTREACH MINISTRIES INC.

132-2.07-2.00

VERIZON

(CAPPED REBAR)

TP-101

(CAPPED REBAR)

TP-102

(CAPPED REBAR)

TP-100

(CAPPED REBAR)

TP-202

(CAPPED REBAR)

TP-103

(CAPPED REBAR)

TP-201

(CAPPED REBAR)

TP-8

(CAPPED REBAR)

TP-4

(MAG NAIL)

TP-5

(MAG NAIL)

TP-7

(CAPPED REBAR)

TP-200

18" RCP

(CAPPED REBAR)

TP-6

ADDENDA / REVISIONS

WT

W

O

O

WT

WT

WT

OT

LEGEND

PERMANENT IMPACT AREA

TEMPORARY IMPACT AREA

ORDINARY HIGH WATEROHW

ORDINARY HIGH WATER / WETLANDOHW/WL

WETLAND BOUNDARYWL

LIMIT OF CONSTRUCTIONLOC

IMPACT AREA TYPE ID. (SEE BELOW)

IMPACT AREA ID. AND/OR NUMBER

XX

?X

O = OPEN WATER IMPACT T = TEMPORARY IMPACT

W = WETLAND IMPACT

OT

PERMANENT OPEN WATER IMPACT AREA SCHEDULE

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

O-1 DOWNSTREAM RIPRAP 212.86 0.0049 23.65 USACE/DNREC IMPACT 0.00

O-2 UPSTREAM RIPRAP 304.61 0.0070 33.85 USACE/DNREC IMPACT 0.00

TOTAL PERMANENT OPEN WATER IMPACTS 118.910.02461070.18 0.00IMPACTUSACE/DNREC

PERMANENT WETLAND IMPACT AREA SCHEDULE

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

W-1 UPSTREAM RIPRAP 12.77 0.0003 1.42 0.0003LOSSUSACE

1.420.000312.77TOTAL PERMANENT WETLAND IMPACT AREAS 0.0003LOSSUSACE

O

O-3 STRUCTURE CHANNEL RIPRAP 552.71 0.0127 61.41 USACE/DNREC IMPACT 0.00

TEMPORARY OPEN WATER IMPACT AREA SCHEDULE

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

OT-1 DOWNSTREAM WORK AREA 866.22 0.0199 32.08 USACE/DNREC

OT-2 UPSTREAM WORK AREA 1182.84 0.0272 43.81 USACE/DNREC

TOTAL TEMPORARY OPEN WATER IMPACTS 75.890.04702049.06 USACE/DNREC

TEMPORARY WETLAND IMPACT AREA SCHEDULE

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

WT-1 DOWNSTREAM WORK AREA 1823.06 0.0419 67.52 USACE

WT-2 UPSTREAM WORK AREA 458.45 0.0105 16.98 USACE

84.500.05242281.51TOTAL TEMPORARY WETLAND IMPACT AREAS USACE

N

CONTRACT

T202506301

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

SUSSEX

SECTION

SHEET NO.

ic s

M -d e ld o t p w \i

C S p d f_ w o r k d ir \1

\7

\E

C B

R S

F T

D O

T .d g n

:1

-D

E C -2

CONCORD), 2025

SUSSEX I, (HARDSCRABBLE &

PAVEMENT & REHABILITATION, 3-243

M. HADDAD

S. RODRIGUEZ

BR

COMPLIANCE PLAN

ENVIRONMENTAL

SCALE

FEET

20 40 60

CONTROL NOTES

M.O.T., AND EROSION

CONSTRUCTION PHASING,

NOT TO SCALE

MAINTENANCE OF TRAFFIC (MOT) NOTES

SEQUENCE OF CONSTRUCTION (SOC)

TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES.

REMOVE ALL MOT DEVICES AND REOPEN THE ROADWAY. REMOVAL OF MOT DEVICES MAY OCCUR PRIOR TO REMOVAL OF 8.

IN ACCORDANCE WITH THESE PLANS AND AS DIRECTED BY THE ENGINEER.

REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER VEGETATION HAS STABILIZED ALL DISTURBED AREAS 7.

COMPLETE ALL PROPOSED WORK.6.

OUTLET AS APPROVED BY THE ENGINEER.

APPROVED SEDIMENT TRAPPING DEVICE AT THE STABILIZED OUTLET OF THE PUMPING OPERATION OR ON OTHER STABLE

WORK AREA IN ACCORDANCE WITH SECTION 902 OF THE STANDARD SPECIFICATIONS. DISCHARGE CLEAN EFFLUENT FROM THE

INSTALL SUMP PIT (ITEM 906003) AND DEWATERING BAG (ITEM 906002) AS A SEDIMENT TRAPPING DEVICE. DEWATER THE 5.

OBSTRUCTIONS AT THE END OF EACH WORKDAY. THE BASE FLOW THROUGH THE PUMP(S) SHALL BE 30.00 C.F.S.

FLOW IS ALLOWED TO FLOW OVER THE SANDBAG DIKE. THEREFORE, THE ENCLOSED AREA SHALL BE KEPT CLEAR OF DEBRIS AND

AROUND THE ENCLOSED WORK AREA. WHEN THE FLOW IS HIGHER THAN PUMP CAPACITY DURING RAINFALL EVENTS, THE STREAM

SANDBAG DIKE TO COMPLETELY ENCLOSE THE WORK AREA. USE PUMP (ITEM 909005) TO DIVERT THE STREAM BASE FLOW

DIKE SHALL NOT BE HIGHER THAN THE LOWEST ELEVATION ON THE UPSTREAM SANDBAG DIKE. CONNECT SILT FENCE TO THE

(WHICHEVER IS LOWER) WITH A 12' WIDE x 1.25' DEEP WEIR OPENING UPSTREAM. ELEVATION OF THE DOWNSTREAM SANDBAG

CONSTRUCT THE SANDBAG DIKE, AT THE LOCATION SHOWN, WITH TOP EL. OF 1.55 OR 6 INCHES BELOW TOP OF STREAM BANK 4.

(ITEM 909005) 5 FEET IN DIRECTION OF FLOW BY 5 FEET WIDE AT THE PROPOSED DISCHARGE AREA.

INSTALL STILLING WELL (ITEM 909005) JUST UPSTREAM OF THE PROPOSED UPSTREAM SANDBAG DIKE. PLACE R-5 RIPRAP 3.

INSTALL SILT FENCE (ITEM 905001) AND COMPOST FILTER LOG (ITEM 907017) EXCEPT CONNECTION TO SANDBAG DIKES.2.

INSTALL MOT DEVICES IN ACCORDANCE WITH THE DETOUR PLAN.1.

ENGINEER FOR APPROVAL.

IF STREAM DIVERSION PIPE IS ATTACHED TO THE INTERIOR OF THE CULVERT, SUBMIT METHOD OF ATTACHMENT TO THE 1.

NOTE:

CFL

SSF

SSF

RSF

EROSION & SEDIMENT CONTROL

COMPOST FILTER LOG

COMPOST FILTER LOG / LENGTH

DEWATERING BAG

DEWATERING BASIN

EARTH DIKE

INLET SEDIMENT CONTROL

PERIMETER DIKE/SWALE

PORTABLE SEDIMENT TANK

SANDBAG DIKE

SANDBAG DIVERSION

STONE CHECK DAM

STABILIZED CONSTRUCTION ENTRANCE

SILT FENCE / LENGTH

SILT FENCE

REINFORCED SILT FENCE / LENGTH

REINFORCED SILT FENCE

SUPER SILT FENCE / LENGTH

SUPER SILT FENCE

SUMP PIT

SEDIMENT TRAP / NUMBER

SEDIMENT TRAP

SEDIMENT TRAP WITH INLET AS OUTLET

SEDIMENT TRAP PIPE OUTLET

STILLING WELL

TEMPORARY SWALE

TEMPORARY SLOPE DRAIN

TURBIDITY CURTAIN / LENGTH

TURBIDITY CURTAIN

CFL

SP

ST

ST

ST

DWB

ED

RSF

SCE

SF

T

PST

SB

SBD

SF

TSD

SW

ST

PHASE

CSF

XXX

CSF

CONSTRUCTION PHASING & M.O.T

BARRICADE, TYPE 3

CONCRETE SAFETY BARRIER - PORTABLE

CONSTRUCTION SAFETY FENCE / LENGTH

CONSTRUCTION SAFETY FENCE

CONSTRUCTION WARNING SIGN LOCATION

CONSTRUCTION WARNING SIGN

CRASH CUSHION ARRAY

DRUM - TRAFFIC CONTROL

FLAGGER LOCATION

PHASING TRAFFIC FLOW ARROW

TEMPORARY CONSTRUCTION

TEMPORARY PAVEMENT MARKING ARROW

TRUCK WITH MOUNTED ATTENUATOR

WORK AREA - ACTIVE PHASE

ROAD WORK

END

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 2.

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 3.

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 4.

FENCE IS INCIDENTAL TO THE CONTRACT.

905.3.B.3 OF THE STANDARD SPECIFICATIONS. THE COST FOR INSTALLATION AND MAINTENANCE OF THE STOCKPILE SUPER SILT

FENCE PERIMETER TO PROTECT THE SOIL STOCKPILE. THE SUPER SILT FENCE MUST BE CONSTRUCTED IN ACCORDANCE WITH

PART OF A SOIL STOCKPILE IS LESS THAN 50 FEET FROM A STORM DRAIN INLET OR OPEN CHANNEL, INSTALL A SUPER SILT

LOCATING A SOIL STOCKPILE LESS THAN 50 FEET FROM A STORM DRAIN INLET OR OPEN CHANNEL. UPON APPROVAL, IF ANY

STORM DRAIN INLET, OPEN CHANNEL, WETLAND, OR WATERBODY. A REQUEST MAY BE MADE TO THE ENGINEER TO PERMIT

EXCAVATED SOIL IS BEING RESERVED FOR FUTURE USE. A SOIL STOCKPILE SHALL BE LOCATED A MINIMUM OF 50 FEET FROM A

SEDIMENT CONTROL HANDBOOK, IS ANY LOCATION WITHIN THE LIMITS OF CONSTRUCTION WHERE A TEMPORARY DEPOSIT OF

A SOIL STOCKPILE, AS DESCRIBED IN DELDOT STANDARD SPECIFICATIONS AND DEFINED IN THE DELAWARE EROSION & 5.

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 6.

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 7.

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 8.

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 9.

OF THE IMPROVEMENTS NOT EXCEED 1.0 ACRE.

PER MINOR BRIDGE AND CULVERT CONSTRUCTION STANDARD PLAN APPROVAL, THE TOTAL DISTURBED AREA FOR CONSTRUCTION 10.

SWPPP NEED APPROVAL FROM THE ENGINEER.

DELDOT’S DELEGATED AUTHORITY. PLAN APPROVAL IS VALID FOR 1 YEAR FOR A STANDARD PLAN. ANY DEVIATIONS TO THE

THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN APPROVED BY DELDOT’S STORMWATER ENGINEER UNDER 1.

AMOUNT OF DISTURBED AREA FOR THE PROJECT

ADDED IMPERVIOUS FOR THE PROJECT

HUC-10 WATERSHED

0.25 AC

0.00 SF

DEEP CREEK

DATEDELDOT STORMWATER ENGINEER

DELAWARE SEDIMENT AND STORMWATER REGULATIONS."

"I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THESE PLANS MEET THE REQUIREMENTS OF THE

GENERAL EROSION AND SEDIMENT CONTROL (E&S) NOTES

( 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

VERTICAL DIFFERENCES SHALL BE CORRECTED IN ACCORDANCE WITH TABLE 6G-1 OF THE DELAWARE MUTCD.

ITEM.

PART OF A PERMANENT ROADWAY AT WHICH TIME THE MATERIAL WOULD BE PAID FOR UNDER THE RESPECTIVE CONTRACT MATERIAL

TEMPORARY ROADWAY MATERIAL (TRM) USED TO PROTECT EDGE DROP-OFFS, UNLESS THE MATERIAL IS EVENTUALLY UTILIZED AS

INCIDENTAL TO THE PARTICULAR BASE COURSE PAY ITEM. NO SEPARATE PAYMENT SHALL BE MADE FOR MILLINGS OR GABC

SHALL BE COMPACTED. EXCESS BASE COURSE MATERIAL SHALL BE PUSHED AHEAD AND USED IN THE NEXT SEGMENT AND SHALL BE

ALL INCLUSIVE. THE BASE COURSE MATERIAL SHALL BE PLACED AT NO GREATER THAN THE SLOPE SPECIFIED IN TABLE 6G-1 AND

BOX, EDGE OF TRAVELWAY, DRIVEWAY OR ENTRANCE ACCESS SHALL BE INCIDENTAL TO ITEM NO. 801500 - MAINTENANCE OF TRAFFIC, GRADING AND MAINTAINING BASE COURSE THAT IS BEING USED FOR ROADWAY WEDGE/FILLET BETWEEN TRAVEL LANES AND PAVEMENT

E. EDGE OF ROADWAY DROP-OFF

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

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

B. ENTRANCES

A. DRIVEWAYS

OR COLD PATCH. ALL MILLINGS AND GABC WILL BE ROLLED AND COMPACTED TO HELP PREVENT THE MATERIAL FROM UNRAVELLING:

NEEDS TO BE MAINTAINED UNLESS OTHERWISE NOTED IN THE PLANS OR DIRECTED BY THE ENGINEER TO USE BITUMINOUS CONCRETE

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

BITUMINOUS CONCRETE SHALL BE PAID UNDER THE BITUMINOUS CONCRETE MILLING ITEM.

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

WEDGE, OR TAPER MILL, AS NOTED IN THE CONTRACT DOCUMENTS OR APPROVED BY THE ENGINEER. PAYMENT FOR COLD PATCH, OTHERWISE DESIGNATED TO BE USED IN THE CONTRACT PLANS. USE COLD PATCH, BITUMINOUS CONCRETE, BITUMINOUS CONCRETE

EDGE FOR UTILITIES, BUTT JOINTS, AND LONGITUDINAL DROP-OFFS (MILLING AND PAVING OPERATIONS) IS PROHIBITED UNLESS IT IS

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

THE USE OF MILLINGS AND GRADED AGGREGATE BASE COURSE (GABC) IN THE TRAVEL WAY, TEMPORARY TRAVEL WAY, HIGH VOLUME 2.

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

OPENING/REOPENING OF A ROADWAY OR RAMP. A WALKTHROUGH WITH THE ENGINEER, TRAFFIC SAFETY, TRAFFIC CONSTRUCTION

ALL NECESSARY SIGNS, PAVEMENT MARKINGS AND ROADSIDE APPURTENANCES SHALL BE INSTALLED PRIOR TO THE 3.

CONTRACT

T202506301

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

ic s

M -d e ld o t p w \i

C S p d f_ w o r k d ir \3

\7

\C

S B

R S

F T

D O

T .d g n

:1

-M

A R -2

CONCORD), 2025

SUSSEX I, (HARDSCRABBLE &

PAVEMENT & REHABILITATION, 3-243

M. HADDAD

S. RODRIGUEZ

BR

paul.farkas Text Box 801500.

EXISTING CONCRETE DITCH

STREAM DIVERSION

STREAM DIVERSION

DISCHARGE OUTFALL

CONTRACT

T202506301

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

ic s

M -d e ld o t p w \i

C S p d f_ w o r k d ir \1

\7

\C

S B

R S

F T

D O

T .d g n

:1

-D

E C -2

CONCORD), 2025

SUSSEX I, (HARDSCRABBLE &

PAVEMENT & REHABILITATION, 3-243

M. HADDAD

S. RODRIGUEZ

BR

N

DWBAG

SW

SP

SP

FLOW

F L

O W

T U

B B S B

R A

N C

H

SBD

S B D

(CAPPED REBAR)

TP-101

(CAPPED REBAR)

TP-102

(CAPPED REBAR)

TP-100

(CAPPED REBAR)

TP-202

(CAPPED REBAR)

TP-103

(CAPPED REBAR)

TP-201

(CAPPED REBAR)

TP-8

(CAPPED REBAR)

TP-4

(MAG NAIL)

TP-5

(MAG NAIL)

TP-7

(CAPPED REBAR)

TP-200

18" RCP

(CAPPED REBAR)

TP-6

CONTROL PLAN

M.O.T., AND EROSION

CONSTRUCTION PHASING,

SCALE

FEET

20 40 60

CFL

SF

SF

SF

SF

48"

48"

PCMS-1

Q W

A

ORANGE BACKGROUND; BLACK LEGEND

*RETROREFLECTIVE PRISMATIC FLUORESCENT

LEGEND

*ROUTE SHIELD - WHITE BACKGROUND; BLACK

B

DETAIL 1

ADDENDA / REVISIONS SECTION

SHEET NO.

SAFETY

13CHECKED BY:

DESIGNED BY:

BRIDGE NO.

CONTRACT

COUNTY

3-243

NOT TO SCALE

GENERAL NOTES

LEGEND

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.

DATE

CONCURRENCE FOR IMPLEMENTATION

TRAFFIC SAFETY

PRIOR TO DETOUR

(10 DAYS PRIOR TO BEGINNING OF DETOUR)

PCMS-1

PORTABLE CHANGEABLE MESSAGE SIGNS

SPECIAL SIGNS

N A B C D

E HGF

I J

K

O P

L

NM

Q R S

VUT

R11-3a R11-4

XW

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

W20-2 W20-3 W20-3 W20-3

W20-2W20-2

M1-5

M4-8a M4-8

M1-5

M5-2(R)

M6-2(R)

M1-5

M5-1(L)

M1-5

M5-1(R)

M1-5

M4-8M4-8M4-8 M4-8

M1-5

M5-2(L)

M6-2(L)

M1-5

M4-8M4-8

M1-5

M6-1(R)M6-1(L)

M1-5

M4-8M4-8

M1-5

M6-3

DETOUR DETOUR DETOUR DETOUR

DETOURDETOURDETOURDETOUR

DETOUR END

DETOUR

AHEAD

DETOUR

1000 FT

DETOUR

500 FT

CLOSED

ROAD

1000 FT

CLOSED

ROAD

AHEAD

CLOSED

ROAD

500 FT

DETOUR

ROAD

CLOSED

DETOUR DETOUR

THRU TRAFFIC

TO

ROAD CLOSED

SR 20/CONCORD ROAD

BRIDGE 3-243 ON

REHABILITATION OF

SUSSEX

DBW

JCG

T202407601

TO CLOSE

SR 20

XX/XX/XX

STARTING

R11-3b

SR20 @ BR 3-243

DETOUR PLAN - VEHICULAR

RETURNING TO SR 20 - CONCORD RD.

ON US 13 - SUSSEX HIGHWAY, THEN LEFT ON US 9 - COUNTY SEAT HIGHWAY

DRIVERS WANTING TO HEAD EAST ON SR 20 - CONCORD RD WILL GO RIGHT

RETURNING TO SR 20 - CONCORD RD.

ON US 9 - COUNTY SEAT HIGHWAY, THEN RIGHT ON US 13 - SUSSEX HIGHWAY

DRIVERS WANTING TO HEAD WEST ON SR 20 - CONCORD RD WILL GO LEFT

DETOUR DESCRIPTION:

SEE DETAIL 1

SEE DETAIL 2

DETAIL 2

R11-3a

T2

R11-3a

T1

LOCAL TRAFFIC ONLY

XX MILES AHEAD

BRIDGE CLOSED

R11-3a

T4

R11-3a

T3

LOCAL TRAFFIC ONLY

3 & MILES AHEAD

ROAD CLOSED

LOCAL TRAFFIC ONLY

2 & MILES AHEAD

ROAD CLOSED

LOCAL TRAFFIC ONLY

1 & MILES AHEAD

ROAD CLOSED

LOCAL TRAFFIC ONLY

4 & MILES AHEAD

ROAD CLOSED

LOCAL TRAFFIC ONLY

2 MILES AHEAD

ROAD CLOSED

Z

FOLLOW

DETOUR

SAILOR

RD

THARP RD

CONCORD RD

WOODLAND FERRY RD

S U

S S E X

H

IG

H W

A Y

BRICKYARD

RD

OAKELS DRIVE

AIRPORT RD

O N

EA

LS

R

D

BETHEL RD

SY

CAM

O

RE

R

D

CO

UNTY

S

EA

T

HI

GHW

AY

D

IS

C O

U N

T

LA

N

D

IS

C O

U N

T

LA

CAMP RD

B O

Y C E

R

DMT. Z

ION

RD

B

EA

V

ER

D

A M

B

A N

H

CHIPMANS POND RD

F

IR

E

T O

W E R

R

D

F

IR

E

T O

W E R

R

D

FIR

E TO

W

ER

R D

F

IR

E

T O

W E R

R

D

K A

YE R

DUKES FARM

RD

NO

RTH SH

ORE

D R

LD

M

EA

D

W

RD

O

VE RD

K

IN

G

G

ER

M

AN

RD

C O

N C O

R D

PO

D

IL

LA

R D S

R D

C O

LO

N

IA

L R D

MIREY BRANCH RD

TAYLOR MILL RD

BAKER

MILL

RD

P E P P E R

R D

A S B

U R

Y

R

D

WALLER RD

B

ET

H

EL

C

O N

C O

RD

CO

O

L BRANCH

P O

FL

EE

TW

O

O D

R D

C H

R

IS

T

C H

U R C

H

M

ID

D

LE

FO

RD

RD

B O

YC

CHURCH R

D

HEN

RY DR

S C

H O

O L

R D

EASTER LA

CLOSED

EAST OF

LA

YTO

N

RD

A

CO

N

CO

RD

RD

B R

IC

K

YA

JOSEPHS RD

N

6" C 6" C 6" C 6" C

6" C

6" C

6" C 6" C

6" C

6" C

Y

FOLLOW

DETOUR

L

M

F

M

ESSIC

K RD

T

X

A

T1 X

T2 X

T4 X

CLOSED

WEST OF

Concord Rd

Bethel

20 20 20 20

20 20 20 20

CHURCH R

D

HEN

RY DR

B E T H

E L

C O

N C

O

R

Y

A

A

C

A

PCMS-1

Q W

Y

B

Y

Y

C

V V

V

X

T3

A

Y

X

A

A

A

X

X

A

A

C

A

C

A

J

A

Y

XV

A

B

B

A

A

A A

A

SEAL

DATE

PREPARED BY

TRAFFIC SAFETY

DELDOT - TRANSPORTATION SOLUTIONS

THIS SEAL ONLY APPLIES TO THIS DETOUR SHEET

O P

2 2

N L

DATEQA/QC REVIEWER

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

A

A

N

C

Y

A

A

A

Z

A

A

A

C

M

J

T4 X

8/20/2024

08/21/2024

08/22/2024

WOOD POST

4"x4"

EX. CONCRETE DITCH

N

D.R. 4824-242

WENDY M. DAUDT

132-2.00-106.00

D.R. 5945-181

CARLOS PEREZ

132-2.07-1.00

PB 116-169

D.R. 5139-329

DEEP CREEK HOMEOWNERS ASSOCIATION INC.

132-2.00-111.00

D.R. 3417-156

THE FRANK L. AND MARY FRANCES MORRIS REVOCABLE TRUST

132-2.00-109.00

PB 75-166

D.R. 1912-317 W.R. 19780427

ELEXES TOUSSAINT MOORE HEIRS & JAMES R WEBB JR.

132-2.00-110.00

D.R. 4411-205

ALL WALKS OF LIFE OUTREACH MINISTRIES INC.

132-2.07-2.00

VERIZON

FLOW

F L

O W

T U

B B S B

R A

N C

H

(CAPPED REBAR)

TP-101

(CAPPED REBAR)

TP-102

(CAPPED REBAR)

TP-100

(CAPPED REBAR)

TP-202

(CAPPED REBAR)

TP-103

(CAPPED REBAR)

TP-201

(CAPPED REBAR)

TP-8

(CAPPED REBAR)

TP-4

(MAG NAIL)

TP-5

(MAG NAIL)

TP-7

(CAPPED REBAR)

TP-200

18" RCP

MB

(CAPPED REBAR)

TP-6

CONTRACT

T202506301

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.

ic s

M -d e ld o t p w \i

C S p d f_ w o r k d ir \2

\7

\S

S B

R S

F T

D O

T .d g n

:4

-F

E B -2

CONCORD), 2025

SUSSEX I, (HARDSCRABBLE &

PAVEMENT & REHABILITATION, 3-243

M. HADDAD

S. RODRIGUEZ

BR

AND CONDUIT PLAN

SIGNING, STRIPING

SCALE

FEET

20 40 60

138+00

N88°29'37.93"E

139+00137+00

E

B

PAVEMENT MARKINGS LEGEND

ITEM QUANTITYSYM

A 294 LF

6" SOLID DOUBLE LINE (ITEM 861001)

EPOXY RESIN PAINT PAVEMENT STRIPING, YELLOW

B 588 LF

6" SOLID (ITEM 861001)

EPOXY RESIN PAINT PAVEMENT STRIPING, WHITE

A

B

B

+51.43 +45.00

REPLACE EXISTING RECESSED DELINIATORS IN…