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INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD

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T201904003

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INDEX OF SHEETS

IS-01

PD

2

CP01 CP02

US 113 (DUPONT BLVD)

SPE

EDW

AY RD

WO

OD BRAN

CH RD

KRU

GER RD

N

203+42

ALM

S HO

USE

RD

105+00

200+00

100+00 110+00

600+00

115+00 117+91

605+00

610

+00

611+

48

D.I.

D.I.

D.I.

D.I.

D.I.

D.I.

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INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH RD

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REVISIONSADDENDA AND

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SEAL

DATE

XXXXXXXXXXXXXXXXXXXXXDELDOT - TRANSPORTATION SOLUTIONS

ADDENDUM PREPARED BY

XX, XX-XX, XX

SHEETS CHANGED UNDER ADDENDUM #X:

THIS SEAL APPLIES TO THE FOLLOWING

SEAL

DATE

XXXXXXXXXXXXXXXXXXXXXDELDOT - TRANSPORTATION SOLUTIONS

REVISION PREPARED BY

XX, XX-XX, XX

SHEETS CHANGED UNDER REVISION #X:

THIS SEAL APPLIES TO THE FOLLOWING

UNOFFICIAL WEBSITE

COPY

?

MB

EXISTING SYMBOLS PROPOSED SYMBOLS

DRAINAGE SURVEY CONTROL & MONUMENTATION

UTILITY

MANMADE ROADSIDE FEATURES

NATURAL ROADSIDE FEATURES

RIGHT-OF-WAY SYMBOLSRIGHT-OF-WAY SYMBOLS

TRAFFIC

LANDSCAPING

IDENTIFIERSCONSTRUCTION PAVEMENT SECTION(S)

PROPERTY MARKER - CONCRETE MON.

PROPERTY MARKER - IRON PIPE

HISTORIC RIGHT-OF-WAY BASELINE

EXISTING RIGHT-OF-WAY

EXISTING PROPERTY LINE

EXISTING EASEMENT

EXISTING DENIAL OF ACCESS

EXISTING R/W & DENIAL OF ACCESS

WOODS LINE BOUNDARY

DELINEATED WETLAND BOUNDARY LINE

SHRUBBERY

TREE STUMP

TREE - DECIDUOUS

TREE - CONIFEROUS

MARSH BOUNDARY LINE

HEDGEROW OR THICKET

GRASS LAWN

WALL - STONE

WALL - BRICK OR BLOCK

TRAFFIC SIGN AND POST

PILLAR OR MISCELLANEOUS POST

PILE - BRIDGE

PAVEMENT - RIGID

PAVEMENT - FLEXIBLE

PARKING METER AND POST

MAILBOX

LAMP AND POST - RESIDENTIAL

GUARDRAIL - WIRE ROPE

GUARDRAIL - STEEL BEAM

FLAG POLE

FENCE - STOCKADE OR SPLIT RAIL

CURB AND GUTTER

FENCE - CHAINLINK OR STRANDED

CURB

BOLLARD - WOOD POST

BOLLARD - STEEL POLE

RIPRAP - LINEAR FEATURE

RIPRAP - AREA FEATURE

DRAINAGE PIPE HEADWALL

DRAINAGE PIPE AND FLOW ARROW

DRAINAGE MANHOLE

DRAINAGE JUNCTION BOX

DRAINAGE INLET

DIRECTIONAL STREAM FLOW ARROW

DITCH OR STREAM CENTERLINE SURVEY BENCHMARK LOCATION

SURVEY TIE POINT LOCATION

SURVEY TRAVERSE POINT

POINT OF CURVATURE OR TANGENCY

POINT OF INTERSECTING TANGENTS

SOIL BORING LOCATION

UTILITY TEST HOLE LOCATION

CABLE TV DISTRIBUTION BOX

ELECTRIC MANHOLE

ELECTRIC METER

ELECTRIC TRANSFORMER

POLE MOUNTED LUMINAIRE

GAS MANHOLE

GAS METER

GAS VALVE

GAS PUMP - SERVICE STATION

RAILROAD TRACKS

SANITARY SEWER MANHOLE

SANITARY SEWER VALVE

SANITARY SEWER CLEANOUT OR VENT

SEPTIC DRAIN FIELD

TELEPHONE BOOTH

TELEPHONE MANHOLE

S.D.F.

TELEPHONE TEST POINT

TRAFFIC - CONDUIT JUNCTION WELL

TRAFFIC - LIGHT POLE AND BASE

TRAFFIC - PEDESTRIAN POLE & BASE

TRAFFIC - SIGNAL CABINET & BASE

TRAFFIC - SIGNAL POLE AND BASE

UTILITY BOX

UTILITY POLE GUY WIRE ANCHOR

UTILITY POLE

WATER - FIRE HYDRANT

WATER METER

WATER VALVE

WELL HEAD

MANHOLE - UNDETERMINED OWNER

R/W-DA

DA

EASEMENT TYPE

100+00

PL

PROPOSED RIGHT-OF-WAY BASELINE

TEMPORARY CONSTRUCTION EASEMENT

RIGHT-TO-ENTER

PROPOSED R/W & DENIAL OF ACCESS

PROPOSED RIGHT-OF-WAY

PROPOSED PERMANENT EASEMENT

PROPOSED DENIAL OF ACCESS

PROPOSED RIGHT-OF-WAY MONUMENT

UNDERDRAIN OUTLET

UNDERDRAIN

FOR CHANNELIZATION ISLANDS.)P.C.C. SIDEWALK - 6" (USE 8" DEPTH

P.C.C. SIDEWALK - 4"

RIPRAP

PIPE & DIRECTIONAL FLOW ARROW

TOPSOIL, SEED AND MULCHPAVEMENT REMOVAL -

PAVEMENT PATCH

MANHOLE

MAILBOX

LIMIT OF CONSTRUCTION

LATERAL OFFSET

JUNCTION BOX - DRAINAGE

IMPACT ATTENUATOR

GUARDRAIL END TREATMENT, TYPE 3

GUARDRAIL END TREATMENT, TYPE 2

GUARDRAIL END TREATMENT, TYPE 1

GUARDRAIL END ANCHORAGE

GUARDRAIL, TYPE 3

GUARDRAIL, TYPE 2

GUARDRAIL, TYPE 1

FLARED END / SAFETY END SECTION

FENCE - METAL / FENCE - WOOD

DITCH

DRAINAGE INLET

CURB OPENING WITH SIDEWALK

CURB OPENING - SUMP / ON GRADE

CURB & GUTTER, TYPE 4

CURB & GUTTER, TYPE 3

CURB & GUTTER, TYPE 2

CURB & GUTTER, TYPE 1

CURB, TYPE 2

CURB, TYPE 1 & TYPE 3

CONSTRUCTION SAFETY FENCE

CONSTRUCTION BASELINE

CLEAR ZONE

BUTT JOINT

BIOFILTRATION SWALE

CONCRETE SAFETY BARRIER - PERMANENT ADJUST BY CONTRACTOR

ADJUST BY OTHERS

CONCRETE SAFETY BARRIER

CURB OR CURB & GUTTER

CONVERT TO JUNCTION BOX

CONVERT TO DRAINAGE MANHOLE

CURB OPENING - SUMP / ON GRADE

CURB OPENING WITH SIDEWALK

CONSTRUCTION SAFETY FENCE

DRAINAGE INLET

DO NOT DISTURB

ENERGY DISSIPATOR

FENCE

FLARED END SECTION

FILL WITH FLOWABLE FILL

FILTRATION STRUCTURE

GUARDRAIL

JUNCTION BOX

MANHOLE

MONUMENT - RIGHT-OF-WAY

PIPE

RELOCATE BY CONTRACTOR

RELOCATE BY OTHERS

RELOCATE BY PROPERTY OWNER

REMOVE BY CONTRACTOR

REMOVE BY TRAFFIC CONTRACTOR

REMOVE BY OTHERS

SAFETY END SECTION

UNDERDRAIN / LENGTH

UNDERDRAIN OUTLET PIPE

LANDSCAPE PLANTINGS

SHRUBBERY

CONIFEROUS TREE

DECIDUOUS TREE

ITMS CONDUIT

SIGNAL CONDUIT

CONDUIT JUNCTION WELL

LUMINAIRE

PAVEMENT MARKINGS

PAVEMENT STRIPING

TRAFFIC SIGN

NOTES FOR MATERIALS AND DEPTHSDRIVEWAY AND ENTRANCE PAVEMENT - SEE

SECTIONS FOR MATERIALS AND DEPTHSRECONSTRUCTED PAVEMENT - SEE TYPICAL

FOR MATERIALS AND DEPTHSOVERLAY PAVEMENT - SEE TYPICAL SECTIONS

B.M.

T.P.

TV

E

EM

E

G

G.M.

G.V.

G.P.

S

S.V.

S.C.O.

B

T

T

J.W.

U

F.H.

W.M.

WV

WELL

D.I.

J.B.

C.B.

?

D

SIZE/TYPE LABEL

(TYPE LABEL)

(TYPE LABEL)

F.P.

LAMP

MB

P.M.

WL

C.M.

I.P.

100+00

TCE

RTE

R/W-DA

R/W

DA

PE

LOC

LO

100+00

CSF

CZ

BFS

RM

TC

A

C

A

C

B

XXX

C

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

GR

XXX

JB

XXX

MH

XXX

P

XXX

RL

C

RL

O

RL

PO

RM

C

RM

O

SES

XXX

UD

XXX

UDO

XXX

M

XXX

FS

XXX

CSF

ITMS-CON

SIG-CON

LS

XXX

PEDESTRIAN CONNECTION / TYPE

WITHOUT SIDEWALK SURFACE DETECTABLE WARNING SYSTEM

PEDESTRIAN CONNECTION / TYPE

INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH RD

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TURF REINFORCEMENT MAT, TYPE 1

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INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH RD

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PORTLAND CEMENT CONCRETE CHANNELIZING ISLANDS THAT ARE LESS THAN 75 SQ FT MAY BE POURED MONOLITHICALLY, OR AS

DIRECTED BY THE ENGINEER.

ITEM 763501 - CONSTRUCTION ENGINEERING.ALL WORK REQUIRED FOR CALCULATING AND STAKING OUT OF GRADES SHALL BE PAID FOR UNDER 8.

THE NEW PAVEMENT IS TO TIE INTO THE EXISTING PAVEMENT.ALL PAVED AREAS TO BE RECONSTRUCTED OR WIDENED SHALL BE SAWCUT AT THE POINT WHERE7.

AND MANHOLES.CENTER OF THE GRATE FOR INLETS AND TO THE CENTER OF THE STRUCTURE FOR JUNCTION BOXESSTATION AND ELEVATION DATA GIVEN FOR DRAINAGE STRUCTURES ARE TO BE APPLIED TO THE6.

DRAINAGE INLET LOCATED AT 111+73.81.a.INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING:ITEMS TO BE REMOVED UNDER ITEM 211000 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS SHALL3.

CONTACT NUMBER DURING THE FLIGHT.THE FLIGHT TIME, LOCATION OF THE FLIGHT, THE PILOT'S NAME AND THE PILOT'STO PROVIDE THE FOLLOWING INFORMATION: THE REGISTRATION NUMBER OF THE UAV,UNMANNED AIRCRAFT VEHICLE (UAV) FLIGHTS. THE CONTRACTOR WILL BE REQUIRED THE CONTRACTOR WILL CONTACT THE DELAWARE TMC AT 302-659-4600 PRIOR TO ANY2.

CONTRACTOR'S EXPENSE.DISCRETION OF THE ENGINEER, SHALL BE REPAIRED AND/OR REPLACED IN KIND AT THEANY DAMAGE TO ITEMS NOTED TO BE RELOCATED OR RESET BY THE CONTRACTOR, AT THE1.

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

CROSS SECTIONS

RIGHT-OF-WAY PLANS (WILL BE MADE AVAILABLE TO THE AWARDED CONTRACTOR)

( X )

( )

PROJECT FILES.CONTRACTOR" MUST BE SIGNED BY ALL PARTIES PRIOR TO THE DELIVERY OF ANY ELECTRONICNOTE: THE DOCUMENT ENTITLED "RELEASE FOR DELIVERY OF DOCUMENTS IN ELECTRONIC FORM TO A

THE PROPOSED DIGITAL TERRAIN MODEL (DTM).DESIGN FILE, IN .DGN FILE FORMAT, CONTAINING ONLY THE PROPOSED 3D TRIANGLES OF( )

CURRENTLY USED BY DELDOT.PROPOSED DIGITAL TERRAIN MODEL, IN .DTM FILE FORMAT, COMPATIBLE WITH SOFTWARE

CURRENTLY USED BY DELDOT.EXISTING DIGITAL TERRAIN MODEL, IN .DTM FILE FORMAT, COMPATIBLE WITH SOFTWARE( )

( )

ALL PLAN SHEETS, IN PDF FORMAT.( X )

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

NONE( )

ELECTRONIC PROJECT FILES THAT WILL BE MADE AVAILABLE TO THE AWARDED CONTRACTOR, INCLUDE:2.

REVISIONS UP TO THE DATE OF ADVERTISEMENT.DEPARTMENT OF TRANSPORTATION "STANDARD CONSTRUCTION DETAILS", DATED 2014, INCLUDING ALLTRANSPORTATION "STANDARD SPECIFICATIONS", DATED AUGUST 2016 AND THE DELAWARETHIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE DELAWARE DEPARTMENT OF1.

COMPLIANCE SHEET WAS NOT PROVIDED.THERE ARE NO ENVIRONMENTAL PERMITS ASSOCIATED WITH THIS PROJECT. AS SUCH, AN ENVIRONMENTAL13.

GENERAL NOTES

PROJECT NOTES

SECTION 100

SECTION 200

SECTION 600

SECTION 700

SECTION 900

MISCELLANEOUS

SECTION 400

9.

DEPARTMENT'S STORMWATER ENGINEER OR THE APPROPRIATE CONSTRUCTION ENGINEER.OF THE GENERAL PERMIT OR THE NOI CAN BE OBTAINED UPON REQUEST FROM EITHER THEIN EACH OF THE CONSTRUCTION OFFICES AND THE DEPARTMENT'S STORMWATER SECTION. A COPYTHIS CONSTRUCTION PROJECT. A COPY OF THE NPDES GENERAL PERMIT AND NOI IS KEPT ON FILEPLANS WILL CONSTITUTE COMPLIANCE WITH THE NPDES INDUSTRIAL PERMITTING REQUIREMENTS FORGENERAL PERMIT, COMPLIANCE WITH DELDOT'S APPROVED SEDIMENT AND STORMWATER MANAGEMENTTHIS PROJECT IS COVERED UNDER AN NPDES GENERAL PERMIT FOR CONSTRUCTION. UNDER THE10.

DETOUR INFORMATION ONLY PLEASE CONTACT DTC'S CHIEF SCHEDULER AT 302-576-6019.AT SUCH A TIME THE FACILITY IS COMPLETED AND OPERABLE FOR TRANSIT OPERATIONS. FOR EMERGENCY PRIOR TO THE START OF ANY DETOURS OR CONSTRUCTION, AND DOT_DTC_PROJECTDEVELOPMENT@DELAWARE.GOVTHE CONTRACTOR SHALL NOTIFY DART FIRST STATE AT DOT_DETOURS@DELAWARE.GOV AT LEAST 14 DAYS11.

THE DISTURBED AREA FOR THIS PROJECT IS 1.20 ACRES.4.

TO THE PROPOSED PAVEMENT BOX DESIGN BEING IMPLEMENTED ON US 113.

ALL ROADWAY WORK BEING DONE ON ALMS HOUSE RD AND WOOD BRANCH RD IS TO BE BUILT ACCORDING4.

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

REPLACING DRAINAGE INLET FARME(S). FINAL PAYMENT FOR REPLACED GRATES/FRAMES SHALL NOT

COST OF DELIVERY INCIDENTAL TO ITEM 602100 - REPLACING DRAINAGE INLET GRATE(S) & ITEM 602101 -

GRATES/FRAMES SHALL BE DELIVERED TO THE NEAREST DISTRICT MAINTENANCE YARD WITH THE

FOR ANY GRATE MODIFICATIONS OR FOR NEW FRAMES SHALL BE DETERMINED BY THE ENGINEER. ALL REPLACED

TO THE CURB OR EDGE OF PAVING SHALL BE REPLACED WITH TYPE 3. THE ACTUAL LOCATIONS, THE NEED

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

DRAINAGE INLET GRATES ADJACENT TO THE CURB OR EDGE PAVING, WITHIN THE PROJECT LIMITS, WHICH ARE5.

SIGNS MUST BE MADE THROUGH DART TRANSIT AT (302) 576-6132.

OR ANY SUPPLEMENTAL LAQUES TO ALLOW FOR ADDITIONAL ROUTE NUMBERS. ALL REQUESTS FOR FABRICATION OF THESE

ALL DART SIGNS HAVE BEEN UPDATED TO A NEW DESIGN. THE DELDOT SIGN SHOP DOES NOT FABRICATE THE UPDATED SIGN 12.UNOFFICIAL WEBSITE

COPY

LEGEND

A

ITEM 908014- PERMANENT GRASS SEEDING, DRY GROUNDITEM 908004 - TOPSOIL, 6" DEPTH

ITEM 908020 - EROSION CONTROL BLANKET MULCH

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

ITEM 401031 - SUPERPAVE, TYPE BCBC, PG 64-22, PATCHING

SAFETY EDGE FOR ROADWAY PAVEMENT

B

A

12'

6:1

2"4"6"8"

SHOULDERNB TRAVEL LANE SB TRAVEL LANELEFT TURN LANE

2%

LOCLOC

O.G.O.G.

ABCD

BASELINE PROPOSED CONSTRUCTION

NB TRAVEL LANE SB TRAVEL LANE

SAWCUT

LOC

O.G. O.G.

BASELINE PROPOSED CONSTRUCTION

2" 4" 8"6"

SAWCUT

LOC

STATION 107+42.00 TO STATION 111+70.00

TYPICAL NORMAL SECTION - US 113

STATION 102+50.00 TO STATION 107+42.00

TYPICAL NORMAL SECTION - US 113

D

8"

C

6"

B

4"

A

2"

PGDA

PGDA

PGA

PGA

2%

H I J K

100'

NOT TO SCALE TYPICAL SECTIONSPD

6

INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD

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T201904003

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TS-01

C

D

E

F

G

H

I

J

K

L

G

GG

F

F

L

L

SHOULDER/LEFT TURN LANE

SAWCUT

SAWCUT**

** SAWCUT AT EXISTING EDGE OF SB TRAVEL LANE

SAWCUT

2'

E

SAWCUT**

6' TO 6.5'

VARIES

6.5' to 13'

VARIES

6' to 14.5'

VARIES

ITEM 301001 - GRADED AGGREGATE BASE COURSE, TYPE B

R/W

EXISTING

R/W

EXISTING

BASELINE

EXISTING R/W

R/W

EXISTING

BASELINE

EXISTING R/W

100' 100'

100'

R/W

EXISTING

EXISTING CURB

EXISTINGEXISTING EXISTINGEXISTING EXISTING

EXISTING EXISTINGEXISTINGEXISTING

NB TRAVEL LANE SB TRAVEL LANE

SB TRAVEL LANENB TRAVEL LANE

EXISTING

SHOULDER

K

8"

J

6"

I

4"2"

H

2'

6:1

(NON CARBONATE STONE)ITEM 401045 - SUPERPAVE, TYPE C, PG 70-22

PATCHINGITEM 301002 - GRADED AGGREGATE BASE COURSE, TYPE B,

6:1 MAX 6:1 MAX

ITEM 401015 - SUPERPAVE, TYPE B, PG 70-22

ITEM 401021 - SUPERPAVE, BCBC, PG 64-22

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

HOTMIX OVER CONCRETE

EXISTINGHOTMIX OVER CONCRETE

EXISTING

HOTMIX OVER CONCRETE

EXISTINGHOTMIX OVER CONCRETE

EXISTING

2%

9'

2%

4' TO 12'

VARIES

ITEM 701014 - P.C.C. CURB, TYPE 2 OVER 4" GABC, TYPE B

UNOFFICIAL WEBSITE

COPY

10000

10001

10002 10003 10004

PO

B 5

00

+00.0

0

PO

E 5

17

+91.1

5

501+00 502+00 504+00 505+00 506+00 508+00 509+00 510+00 511+00 512+00 513+00 514+00 515+00 516+00 517+00 517+91

TP #4 DELDOT CAPTP #5 DELDOT CAP

TP #6 DELDOT CAP

TP #9 DELDOT CAP

TP #7 DELDOT CAP

TP #13 DELDOT CAP

TP #12 DELDOT CAP

TP #11 DELDOT CAP

TP #10 DELDOT CAP

60000

60003

60001

60002

50000

50001 50002 50003 50004

SCALE

FEET

0 60 120 180

10000 100+00.00 0.00 238353.4343 669638.2834

10001 105+00.00 0.00 237951.9265 669936.2624

10002 110+00.00 0.00 237550.4188 670234.2414

10003 115+00.00 0.00 237148.9110 670532.2204

10004 117+91.15 0.00 236915.1103 670705.7355

N

DATUM REFERENCE:

NOTE: NEGATIVE OFFSET DENOTES LEFT OF BASELINE.

(NAVD 88).

VERTICAL - THIS PROJECT IS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

NORTH AMERICAN DATUM OF 1983 (NAD 83).

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

US 113 (DUPONT BLVD)

SR 321 (W

OO

D BRANCH RD)

507+00500+00

TP #3 DELDOT CAP

503+00

VERTICAL CONTROLHORIZONTAL AND

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STATION OFFSET EASTINGNORTHING

CONSTRUCTION ALIGNMENT CONTROL

POINT NO.

EXISTING R/W ALIGNMENT CONTROL

STATION OFFSET EASTINGNORTHING

HORIZONTAL / VERTICAL CONTROL DATA

ELEVATIONPOINT NO.

PROPOSED CONSTRUCTION BASELINE

EXISTING R/W BASELINE

POINT NO. STATION OFFSET NORTHING EASTING

50000 500+00.00 0.00 238347.1768 669629.8517

50001 505+00.00 0.00 237945.6690 669927.8307

50002 510+00.00 0.00 237544.1612 670225.8097

50003 515+00.00 0.00 237142.6534 670523.7887

50004 517+91.00 0.00 236908.8528 670697.3038

TP 3 N/A N/A 238376.8545 46.93669573.5148

TP 4 103+43.76 45.58' 238051.7185 46.46669808.5558

TP 5 108+30.29 40.12' 237664.2755 47.59670102.8898

TP 6 113+07.10 127.50' 237229.3215 45.94670316.8848

TP 7 116+60.87 42.38' 236995.9645 42.56670596.0638

TP 9 114+65.78 -71.20' 237220.3105 44.52670571.0048

TP 10 112+16.38 -162.22' 237474.8255 48.45670495.4668

TP 11 108+90.41 -93.66' 237695.7305 48.78670246.1488

TP 12 105+36.91 -23.34' 237937.6815 48.31669979.0078

TP 13 102+21.21 -86.02' 238228.5505 47.21669841.2008

60000 600+00.00 0.00 236957.8676 670331.4570

60001 605+00.00 0.00 237446.9374 670435.4317

60002 610+00.00 0.00 237936.0072 670539.4065

60003 611+48.39 0.00 238081.1566 670570.2648

100+00 101+00 102+00

609+00

610

+00

607+00

608+00

POE 6

11+48.39

PO

B 1

00

+00.0

0

611+

00

611+

48

601+

00

602+00

POB 6

00+00.00

600+00

605+00

606+00

603+00

604+00

PO

E 1

17+

91.15

108+00107+00 110+00109+00104+00103+00 106+00105+00 116+00115+00 117+91117+00112+00111+00 114+00113+00

PO

B 2

00+00.0

0

200+00

201+

00

202+00

203+00

SR 32

5 (A

LMS HO

USE

RD)

EQ. STA US 113 STA. 112+91.11 =

WOOD BRANCH RD STA. 603+66.80

WOOD BRANCH RD STA. 603+52.80

EQ. STA US 113 STA. 106+98.00 =

ALMS HOUSE RD STA. 203+37.75

ALMS HOUSE RD STA. 203+21.64

20001

20001

20000 200+00.00 0.00 237867.2983 669724.8079

20001 203+37.75 0.00 237792.9268 670054.2640

203+38

POE 2

03+37.75

EQ. STA US 113 STA. 506+85.80 = EQ. STA US 113 STA. 513+00.38 =

UNOFFICIAL WEBSITE

COPY

MA

TC

HLIN

E S

TA 10

8+

50

EXISTING R/W

EXISTING R/WEXISTING R/W

EXISTING R/W

US 113 (DUPONT BLVD)

N

SCALE

FEET

0 30 60 90

TYPE 2 CURB

D.B. 2950-228

133-2.00-4.01

KRUGER FARMS INC

ALM

S HO

USE

RD

EXIS

TIN

G R/

W

EXIS

TIN

G R/

W

12' 12'

SAWCUT

SAWCUT

RM

C

RM

C

RM

CRM

C

DESCRIPTION

ROADWAY CORE SCHEDULE

NO. STATION OFFSET

15" HOT-MIX ASPHALT ON 4"+ FILLC-1 NB -25.13108+08.29

NO. ITEM DESCRIPTION / TYPE LENGTH

CURB SCHEDULE

1 P.C.C. CURB,TYPE 2 264'

C

1

C-1 NB

CONSTRUCTION PLAN

CP-01

PD

8

CURB CURB

A

CA

CJ.W. J.W.

INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD

CONTRACT

T201904003

COUNTYDESIGNED BY:

CHECKED BY:

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2'

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CONCRETE

CONCRETE

2* P.C.C. CURB,TYPE 2 199'

C

2

RM

C

CURB

RM

C

CONCRETE

SAWCUT

SAFETY END STRUCTURE

ITEM 702000-TRIANGULAR CHANNELIZING ISLANDS.

COST FOR CONSTRUCTING CURB IS INCIDENTAL TO*

TRM

TYPE 1

7 S.Y.

TRM

TYPE 1

5 S.Y.

6.5'6.5'

C

O

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00

200+

00

201+00

202+

00

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00

203+

38

D.B. 4294-222

133-2.00-3.00

KRUGER FARMS INC

D.B. 2938-274

133-2.00-38.00

GEORGETOWN HOLDING LLC.

D.B. 0-0

133-2.00-36.00

LESTER H. BUNTING

D.B. 2455-194

133-2.00-40.02

LESTER H. BUNTING

D.B. 4394-222

133-2.00-40.00

KRUGER FARMS INC.

D.B. 2981-180

133-2.00-35.00

MARGARET V. LINGO

500+00 501+00 502+00 503+00 504+00 505+00 506+00 507+00 508+00

100'

100'

50'

50'

PARCEL A

D.B. 1875-58

133-2.00-34.00

MARGARET V. LINGO

PARCEL B

D.B. 1875-58

133-2.00-34.00

MARGARET V. LINGO

100'

100'

D.I.

D.I.

HO

T

MIX

HO

T

MIX

HO

T

MIX

HO

T

MIX

HO

T

MIX

STONE

24265 24265

35389

24 207 24217-2 24217-1

12" RCP

24225

35382

KC 49

12" RCP

24265

35387 35386

35394

35385

15" PLASTIC PI

10"

30"18"12"12"

30"

36"

30"30"

12"12"

12"

12"

12"

12"

36"

36"35388

48"

12"

18"

12"

10"18"

36"

12"

36"

36"

36"

12" RCP

HOT

MIX

HO

T

MIX

&

ST

ON

E

FARMHOUSE

CONCRETE

CONCRETE

CONCRETE

CO

NC

RE

TE

HOT MIX OVER CONCRETE HOT MIX OVER CONCRETE

GRASS

GRASS

GRASS

TYPE 2 CURB

TYPE 2 CURB

TYPE 2 CURBGRASS

RESIDENTIAL1 STORY

HOT MIX OVER CONCRETE

HOT MIX

HOT

MIXUNOFFICIAL

WEBSITE COPY

MA

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8+

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EXISTING R/W EXISTING R/W

EXISTING R/WEXISTING R/W

SCALE

FEET

0 30 60 90

N

US 113 (DUPONT BLVD)

WO

OD BRAN

CH RD

SPE

EDW

AY RD

EXIS

TIN

G R/

W

EXIS

TIN

G R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

SAWCUT

SAWCUT

12' 12'

RM

C

RM

C

RM

C

CURB

2' 2'

DESCRIPTION

ROADWAY CORE SCHEDULE

NO. STATION OFFSET

C-2 SB

NO. ITEM DESCRIPTION / TYPE LENGTH

CURB SCHEDULE

NO.

DRAINAGE INLET SCHEDULE

BOX SIZE GRATESTATION OFFSET INV. EL.T.G. EL.

C

3

DI

1

CONSTRUCTION PLAN

CP-02

PD

9

A

C

J.W.J.W.

J.W.

C

O

D.I.

RM

CCURB

3 P.C.C. CURB, TYPE 2 374'

ENGINEER.

MATCH EXISTING PIPE INVERT AT GIVEN STATION TO BE DETERMINED BY THE*

1 * 46.12-23.01111+74.51 34" x 18" I

INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD

CONTRACT

T201904003

COUNTYDESIGNED BY:

CHECKED BY:

N/ABRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.ASH

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RM

CCURB

12'

C

O

C

O

A

CJ.W.

C

4

4* P.C.C. CURB, TYPE 2 74'

KRU

GER RD

SAWCUT

ITEM 702000-TRIANGULAR CHANNELIZING ISLANDS.

COST FOR CONSTRUCTING CURB IS INCIDENTAL TO*

TRMTYPE 15.5 S.Y.

15" HOT-MIX ASPHALT 10"+ FILLC-2 SB -6.5110+73.29

TRMTYPE 15.5 S.Y.

TRMTYPE 13.5 S.Y.A

C

A

C

CONCRETE

ON DT01 FOR SPECIFIC CURB OPENING.

PLEASE SEE CURB OPENING DETAIL **

**

600+00

601+00

602+00

603+00

604+

00

605+00

606+00

607+

00

608+00

109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00

D.B. 2950-228

133-2.00-4.01

KRUGER FARMS INC

D.B. 0-0

133-2.00-33.00

STATE OF DELAWARE

D.B. 3210-286

133-2.00-23.00

SEACOAST INVESTMENTS LLC.

D.B.4739-183

133-2.00-7.00

DAVID M. WYSOCKI & LISA D. ANGSTADT

509+00 510+00 511+00 512+00 513+00 514+00 515+00 516+00 517+00

25'

25'

25'

25'

25'

25'

D.B.1800-175

133-2.00-7.02

KENNETH P. MUMFORD

D.B.1790-104

133-2.00-7.01

NANCY JANE ROGERS

100'

100'

100'

100'

ST

ONE

STONE

24306 15" RCP

KC 50

ZB10 C

4X4 WOOD RAIL 4X4 WOOD RAIL 35402

35394

22085

ZB1 1B

35397

35395

ZB101B 5

35396

7' CHAIN LINK

15" RCP

15" RCP

15" RCP

ZB101 M

35398 35399

12" RCP

FENCE PANEL TIN 9 FT

24"

16"

18"

36"

18"30"

18" 16"

24"

18"

8"

30"

96"

22"

8"

12"

48"

3"

60"

5"

18"

30"

24"

18"

15"

2 STORY RESIDENTIAL

GRAVEL

HOT

MIX

HO

T

MIX

HO

T

MIX

HO

T

MIX

&

ST

ON

E

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CO

NC

RE

TE

HOT MIX OVER CONCRETE

HOT MIX OVER CONCRETE

HOT MIX OVER CONCRETE

GRASS

TYPE 2 CURB

TYPE 2 CURB

TYPE 2 CURB

TYPE 2 CURB

TYPE 2 CURB

TYPE 2 CURB

GRASS

CO

NC

RE

TE

RESIDENTIAL

DRIV

EW

AY

HOT MIX OVER CONCRETEHOT MIX OVER CONCRETE

EM

D.I.

D.I.UNOFFICIAL WEBSITE

COPY

0

3

6

9

T

E

E

F

E

L

A

C

S

L

A

C

I

T

R

E

V

SCALE

FEET

0 30 60 90

PI11 15" RCP

DI

1

PROFILESPD

10

INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD

CONTRACT

T201904003

COUNTYDESIGNED BY:

CHECKED BY:

N/ABRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.ASH

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PF-01

40

STATION

Ele

v. 46.9

8

PVI

200

+90.7

8

Ele

v. 47.5

9

PV

C 2

02

+00.2

5

Ele

v. 47.7

0

PVI

202

+19.12

Ele

v. 47.8

8

PVT 2

02

+37.9

9

Ele

v. 48.4

5

PVI

202

+96.0

9

Slope = 0.01

Slope = 0.01

K = 106.32

G2 = 0.01

G1 = 0.01

L2 = 18.87'

L1 = 18.87'

LENGTH = 37.74'

46.5

5

46.7

8

47.0

3

47.2

1

47.4

7

47.7

5

48.5

5

47.0

3

47.3

1

47.5

9

48.0

0

ALMS HOUSE RD (SR 325)

40

5050

109+00 109+50 110+00 110+50 111+00 111+50 112+00 112+50 113+00 113+50 114+00 114+50 115+00 115+50 116+00 116+50 117+00 117+50 118+00

48.3

3

48.1

9

47.9

7

47.6

9

47.4

1

47.1

1

46.8

1

46.5

3

46.3

3

45.9

7

45.6

6

45.3

9

45.1

2

44.8

2

44.4

8

44.2

0

43.9

0

43.8

0

40

5050

100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+50

ELE

VA

TIO

N (

FT)

48.2

3

48.1

7

48.2

4

48.2

7

48.3

1

48.3

5

48.4

2

48.4

7

48.4

5

48.4

8

48.4

7

48.4

5

48.5

0

48.6

0

48.6

8

48.6

0

48.5

3

48.4

5

48.3

3

109+00

40

50

ELE

VA

TIO

N (

FT)

US 113 (DUPONT BLVD) SB

STATION

200+00

40

50

ELE

VA

TIO

N (

FT)

200+50 201+00 201+50 202+00 202+50 203+00 203+50

50

ELE

VA

TIO

N (

FT)

AT THE SPECIFIC LOCATION EACH BORING WAS PERFORMED AND ONLY TO THE DEPTH PENETRATED. NOTE: THE BORING DATA PROVIDED ON THE PROFILE SHEETS INDICATES THE SOIL CONDITION ONLY

EXISTING GROUND

EXISTING GROUND

50

ELE

VA

TIO

N (

FT)

40

US 113 (DUPONT BLVD) SB

STATION

ELE

VA

TIO

N (

FT)

EXISTING GROUND

48.3

3

48.19

47.9

7

47.6

9

47.4

1

47.11

46.8

1

46.5

3

46.3

3

45.9

7

45.6

6

45.3

9

45.12

44.8

2

44.4

8

44.2

0

43.9

0

43.8

0

48.2

3

48.17

48.2

4

48.2

7

48.3

1

48.3

5

48.4

2

48.4

7

48.4

5

48.4

8

48.4

7

48.4

5

48.5

0

48.6

0

48.6

8

48.6

0

48.5

3

48.4

5

48.3

3

UNOFFICIAL WEBSITE

COPY

2%

SAWCUT

SAWCUT

12'

2'

US 113 (DUPONT BLVD)

SAWCUT

SAWCUT

Alms

House R

d

6.5' 6.5'

SCALE

FEET

0 30 60 90

N

MA

TC

HLIN

E S

TA 10

8+

50

GEOMETRICSGRADES AND

GG-01

PD

11

ITEM 763501 - CONSTRUCTION ENGINEERING.

ALL WORK REQUIRED FOR CALCULATING AND STAKING OF GRADES SHALL BE PAID FOR UNDER6.

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.

GIVEN AT 10 FOOT INTERVALS.

UNLESS OTHERWISE NOTED, EDGE OF PAVEMENT ELEVATIONS ALONG INTERSECTION CURVES ARE3.

GIVEN AT THE EDGE OF PAVEMENT.

UNLESS OTHERWISE NOTED, POINT GEOMETRY ADJACENT TO CURB AND CURB AND GUTTER IS2.

CONSTRUCTION BASELINE.

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

NOTES:

STATION OFFSETPOINT NO.

COORDINATE LIST

EASTINGNORTHING

60003

60000

60005

60002

60001

60004

60000 102+55.29 0.00

60002

60003

60004

60005

60007

-28.70

60008

60001 102+55.29 -4.00 238152.3078 669795.6439

60009

105+86.34 237886.4705 669992.9350

60010

60008

60009

60011

60012

60013

60010 202+02.43 237833.2727 669924.6485

60016

105+76.12 237871.1476 669955.1526

60014

105+73.65 237870.3276 669949.8918

60011 202+04.82 237828.0504 669925.9189

60012 202+71.64 237813.3356 669991.1038

60013 202+73.61 237818.0385 669994.1818

-10.81

32.97

37.68

-11.27

OFF.: -18.28'

ELE.: 48.04

OFF.: -17.44'

ELE.: 47.91

OFF.: -16.60'

ELE.: 47.78

OFF.: -15.76'

ELE.: 47.65

OFF.: -14.92'

ELE.: 47.52

OFF.: -12.63'

ELE.: 47.16

OFF.: -13.23'

ELE.: 47.26

OFF.: -14.08'

ELE.: 47.39 OFF.: -19.12'

ELE.: 48.17

OFF.: -19.96'

ELE.: 48.30

OFF.: -20.50'

ELE.: 47.72

OFF.: -20.50'

ELE.: 47.65

105+05.59 26.64 237931.5577 669918.2040

105+05.55 35.08 237926.5575 669911.4000

200+90.78 10.31 237857.3668 669815.6276

200+90.78 12.00 237835.6037 669810.7148

107+22.61 35.38 237752.0795 670040.5218

106+45.11 -29.20 237852.7998 670046.1922

106+45.11 237853.9917 670047.7982

60015

670056.7564237809.7041-12.00106+86.0260015

60007

60018

60006

60019

60014

60017

48.09

47.92

47.75

47.58

47.35

47.42

47.52

47.62

47.7247.8

247.9

248.03

48.14

48.2

5

48.2

3

48.2

1

48.19

48.17

48.15

48.13

48.16

48.0

6

47.96

47.86

47.76

47.66

47.56

47.46

47.36

47.26

47.1647.06

46.95

47.7747.80

47.82

47.85

47.8

7

47.9

0

47.9

2

47.9

5

47.9

7

47.9

9

46.74

46.88

47.02

47.16

47.30

47.47

47.68

47.77

46.55

107+22.65 27.66 237756.6501 670046.741360006

-6.00

-6.00

R=3'

R=3'

R=3'

R=83'

R=50' R=12

5'

670047.7982

669871.2243

237853.9917

237896.7932-61.01

106+45.11

201+36.33

60019

60018

60016

60017

48.36 48.38 48.4148.34

48.44 48.43 48.36 48.33 48.29 48.25 48.21

238148.4340 669790.4243

-6.50

48.45

-31.20

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00

200+

00

201+00

202+

00

203+

00

203+

38

INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD

CONTRACT

T201904003

COUNTYDESIGNED BY:

CHECKED BY:

N/ABRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.ASH

MSW

\\

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16:1

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G-2019

UNOFFICIAL WEBSITE

COPY

2'

12' 12'

WO

OD BRAN

CH RD

US 113 (DUPONT BLVD)

KRU

GER RD

2%

MA

TC

HLIN

E S

TA 10

8+

50

SCALE

FEET

0 30 60 90

N

GEOMETRICSGRADES AND

GG-02

PD

12

OFF.: -20.51'

ELE.: 46.24

STATION OFFSETPOINT NO.

COORDINATE LIST

EASTINGNORTHING

ITEM 763501 - CONSTRUCTION ENGINEERING.

ALL WORK REQUIRED FOR CALCULATING AND STAKING OF GRADES SHALL BE PAID FOR UNDER6.

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.

GIVEN AT 10 FOOT INTERVALS.

UNLESS OTHERWISE NOTED, EDGE OF PAVEMENT ELEVATIONS ALONG INTERSECTION CURVES ARE3.

GIVEN AT THE EDGE OF PAVEMENT.

UNLESS OTHERWISE NOTED, POINT GEOMETRY ADJACENT TO CURB AND CURB AND GUTTER IS2.

CONSTRUCTION BASELINE.

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

NOTES:

60021

112+46.15 237371.3498 670405.9909

112+68.65 0.00 237334.6854 670394.3479

60021 112+68.65 -7.93 237339.4089 670400.7125

60027 112+26.88 -11.49 237375.0779 670378.6826

60028 112+29.12 -6.50 237370.3016 670376.0098

60029 112+57.06 -6.50 237347.8678 670392.6591

60030 112+59.34 -11.45 237348.9857 670397.9924

60025 112+50.20 -22.15 237362.7095 670401.1362

60026 112+34.21 -21.10 237374.9229 670390.7651

60038

60037

60034

60036

60035

60036

111+92.77 -21.79 237408.6090 670366.6257

604+57.78 21.70 237401.1250 670447.8777

604+57.78 12.00 237403.1422 670438.3892

605+65.37 237506.0951 670471.5225

60037

605+65.37 237508.3825 670460.7629

OFF.: -20.50'

ELE.: 47.58

OFF.: -20.50'

ELE.: 47.46

OFF.: -20.50'

ELE.: 47.33

OFF.: -20.50'

ELE.: 47.11

OFF.: -20.50'

ELE.: 46.82

OFF.: -20.51'

ELE.: 46.50

60023

60023

60024

60024

60031

60031

60032

60035

60022

60022

60033

60033

60020

60020

60038

12.00

23.00

46.5

4

46.4

8

46.4546

.50

NOT TO SCALE

60025

60026

60027

60028

60029

60030

-31.20

111+71.08 -29.18 237430.4238 670359.6280

111+88.38 -29.20 237416.5488 670369.9585

48.21 48.17 48.09 48.05 47.95 47.85 47.73 47.59 47.45 47.31 47.17 47.02 46.8746.8

0

46.7

5

46.70

46.66

46.89

47.0

5

47.0

9

46.7446.69

46.4

3

46.36

46.6

9

46.72

60032

111+63.10 237426.5983 670341.0784

111+91.02 -19.95

-12.00

237408.9148 670364.1052

604+74.88 23.00 237417.5816 670452.704860034

600+00

601+00

602+00

603+00

604+

00

605+00

606+00

607+

00

608+00

109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00

SAWCUT

SAWCUT

INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD

CONTRACT

T201904003

COUNTYDESIGNED BY:

CHECKED BY:

N/ABRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.ASH

MSW

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SAWCUT

R=81'

R=3'

R=10'

R=3'

R=5'

R=53'

UNOFFICIAL WEBSITE

COPY

CONTRACT

T201904003

COUNTYDESIGNED BY:

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INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH RD

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60054

60052

60053

60051 60050

COORDINATE LIST

POINT NO. STATION OFFSET NORTHING EASTING

111+88.65 -18.56 237409.9957 670361.573260050

111+87.40 -22.30 237413.2178 670363.830560051

111+90.47 -23.89 237411.7082 670366.937260052

111+85.89 -25.38 237416.2696 670365.404360053

111+92.57 -26.94 237411.8334 670370.639260054

2'

NOT TO SCALE

3' TO 5'

Varies

3' TO 5'

Varies

AB B

ITEM 701014 - P.C.C. CURB, TYPE 2 OVER 4" GABC

A

B

LEGEND

TYPICAL SECTION A

A

A

TURN LANE

PROPOSED

TURN LANE

PROPOSED

46.66

46.21

46.1346.12

.08% R=16'

R=2'

ITEM 763501 - CONSTRUCTION ENGINEERING.

ALL WORK REQUIRED FOR CALCULATING AND STAKING OF GRADES SHALL BE PAID FOR UNDER4.

RADII ARE GIVEN TO THE EDGE OF PAVEMENT.3.

GIVEN AT THE EDGE OF PAVEMENT.

UNLESS OTHERWISE NOTED, POINT GEOMETRY ADJACENT TO CURB AND CURB AND GUTTER IS2.

CONSTRUCTION BASELINE.

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

NOTES:

3'

2'

4%15%

ITEM 705005 - P.C.C. SIDEWALK, 8" OVER 4" GABC

DI

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G-2019

NOT TO SCALECONTROL PLAN - PHASE 1

M.O.T., AND EROSIONCONSTRUCTION PHASING,

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INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH RD

N

48" x 48"

W20-1

48" x 24"

G20-2

36" x 48" 36" x 48"

THE DELAWARE MUTCD.

PER THE MANUFACTURER'S RECOMMENDATIONS. THE TMA SHALL CONFORM TO THE REQUIREMENTS OF SECTION 6F OF

TEMPORARY TRAFFIC BARRIER PLACEMENT OR AS DIRECTED BY THE ENGINEER. THE ROLL AHEAD DISTANCE SHALL BE AS

OPERATIONS: TEMPORARY/PERMANENT PAVEMENT MARKINGS, ROADSIDE SPRAYING, PATCHING, MILLING, SWEEPING,

A TYPE II TRUCK MOUNTED ATTENUATOR (TMA) SHALL BE REQUIRED ON THIS PROJECT DURING THE FOLLOWING PAVEMENT3.

OF THE CONTRACT AS DIRECTED BY THE ENGINEER. ALL REPAIRS ARE AT THE CONTRACTORS EXPENSE AS DIRECTED BY THE ENGINEER.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF EXISTING PAVEMENT WITHIN THE PROJECT LIMITS FOR THE DURATION5.

801000 - MAINTENANCE OF TRAFFIC.

MAINTAINED THROUGHOUT CONSTRUCTION. ALL WORK AND MATERIALS TO PROVIDE AND MAINTAIN THIS DRAINAGE SHALL BE INCIDENTAL TO ITEM

THE ROADWAY AND SHOULDER WORK SHALL BE PERFORMED IN A MANNER SUCH THAT POSITIVE DRAINAGE OF THE ROADWAY SURFACE IS 6.

CONTRACTOR SHALL RESTORE EXISTING TRAFFIC PATTERNS ON US 113 AT THE END OF EACH WORKING DAY.7.

MAINTENANCE OF TRAFFIC DURING LANE CLOSURES AND LANE SHIFTS SHALL CONFORM TO TYPICAL APPLICATION 3A AND 33 OF THE DELAWARE MUTCD.1.

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

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

SHALL BE MADE FOR MILLINGS OR GABC TEMPORARY ROADWAY MATERIAL (TRM) USED TO PROTECT EDGE DROP-OFFS, UNLESS THE MATERIAL IS EVENTUALLY

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

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

TRAVELWAY, DRIVEWAY OR ENTRANCE ACCESS SHALL BE INCIDENTAL TO ITEM NO. 801000 - MAINTENANCE OF TRAFFIC. THE BASE COURSE MATERIAL

GRADING AND MAINTAINING BASE COURSE THAT IS BEING USED FOR ROADWAY WEDGE/FILLET BETWEEN TRAVEL LANES AND PAVEMENT BOX, EDGE OF

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

MILLINGS AND GABC WILL BE ROLLED AND COMPACTED TO HELP PREVENT THE MATERIAL FROM UNRAVELLING:

MAINTAINED UNLESS OTHERWISE NOTED IN THE PLANS OR DIRECTED BY THE ENGINEER TO USE BITUMINOUS CONCRETE OR COLD PATCH. ALL

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

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

DOCUMENTS OR APPROVED BY THE ENGINEER. PAYMENT FOR COLD PATCH, BITUMINOUS CONCRETE OR BITUMINOUS CONCRETE WEDGE SHALL BE PAID

CONTRACT PLANS. USE COLD PATCH, BITUMINOUS CONCRETE, BITUMINOUS CONCRETE WEDGE, OR TAPER MILL, AS NOTED IN THE CONTRACT

AND LONGITUDINAL DROP-OFFS (MILLING AND PAVING OPERATIONS) IS PROHIBITED UNLESS IT IS OTHERWISE DESIGNATED TO BE USED IN THE

ACCESS RAMP FOR THE PURPOSE OF PROVIDING A TEMPORARY ROADWAY SURFACE, POTHOLE REPAIR, TAPERED EDGE FOR UTILITIES, BUTT JOINTS,

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

GENERAL MOT NOTES

DATEDELDOT STORMWATER ENGINEER

CONSTRUCTION WILL BE ACCOMPLISHED PURSUANT TO THE PLAN."OF THE DELAWARE SEDIMENT AND STORMWATER REGULATIONS AND THAT ALL CLEARING, GRADING, AND"I CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF THAT THESE PLANS MEET THE REQUIREMENTS

APPROPRIATE MODIFICATIONS.

ENGINEER WILL REVIEW THE CURRENT SEDIMENT AND STORMWATER MANAGEMENT PLAN AND ISSUE AN EXTENSION WITH ANY

MONTHS PRIOR TO THE EXPIRATION OF THE APPROVED SEDIMENT AND STORMWATER MANAGEMENT PLANS. THE STORMWATER

THE PROJECT IS ANTICIPATED TO EXTEND BEYOND THE FIVE YEARS, THE CONTRACTOR WILL INFORM THE ENGINEER THREE

BEGINNING ON THE DATE THE STORMWATER ENGINEER SIGNED THE CONSTRUCTION TITLE SHEET. IF THE FINAL ACCEPTANCE OF

DELDOT'S DELEGATED AUTHORITY. THE SEDIMENT AND STORMWATER MANAGEMENT PLANS ARE VALID FOR A FIVE YEAR PERIOD,

THE SEDIMENT AND STORMWATER MANAGEMENT PLANS HAVE BEEN APPROVED BY DELDOT'S STORMWATER ENGINEER UNDER8.

9.

FOR THIS PROJECT

EROSION POTENTIAL

( ) 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

THE DISTURBED AREA FOR THIS PROJECT IS 1.20 ACRES.10.

PCMS SHALL HAVE THE FOLLOWING MESSAGE.

OF CONSTRUCTION AND 5 DAYS AFTER ANY TRAFFIC PATTERN CHANGE. DISPLAY MESSAGE A FOR 10 DAYS PRIOR TO WORK. THE

WITH THE DISTRICT SAFETY OFFICER . THE PCMS SHOULD BE PLACED A MINIMUM OF TEN (10) DAYS PRIOR TO THE BEGINNING

ALONG US 113 NORTHBOUND AND SOUTHBOUND DIRECTIONS PRIOR TO THE WORK AREA. PLACEMENT SHALL BE COORDINATED

THE CONTRACTOR SHALL SUPPLY PORTABLE MESSAGE BOARDS (PCMS) UNDER ITEM 803001. THREE PCMS WILL BE PLACED4.

DELAYS

EXPECT

LANE CLOSURE RESTRICTIONS FOR US 113 SB SHALL COMPLY WITH TABLE 1.11.

Table 1: Allowable Lane Closure Hours

( ) INSIGNIFICANT

( X ) MINOR

UNOFFICIAL WEBSITE

COPY

INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD

CONTRACT

T201904003

COUNTYDESIGNED BY:

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SEQUENCE OF CONSTRUCTION - PHASE 1

1. PLACE ALL ADVANCED WARNING SIGNS AND TEMPORARY TRAFFIC CONTROL DEVICES.

2. INSTALL ALL EROSION AND SEDIMENT CONTROL.

7. GRADE AND CONSTRUCT PROPOSED CURB.

3. SHIFT TRAFFIC ON US 113 SB USING TA 33 AND TA 3A REFERENCED FROM THE DE MUTCD.

UPSTREAM.

6. CONSTRUCT PROPOSED DRAINAGE INLET. EXCAVATE AND CONSTRUCT PROPOSED DRAINAGE DITCH WORKING

LENGTH (REQUIRED) = (12 FT WIDTH X 55 MPH = 660 FT

LENGTH (PROVIDED) = 660 FT

CONTROL PLAN - PHASE 1M.O.T., AND EROSION

CONSTRUCTION PHASING,

CS-02

PD

EXISTING STRIPING

EXISTING STRIPING

EXISTING STRIPING

15

PHASE 1

PHASE 1

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SPE

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66O' DRUM TAPER

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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

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ST

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DWB

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SCE

SF T

PST

SB

SBD

SF

TSD

SW

ST

ROAD WORK

END

PHASE

CSF

XXX

CSF

CONSTRUCTION PHASING & M.O.TCONSTRUCTION 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

8. POUR CONCRETE FOR PROPOSED BULLET-NOSED ISLAND. FOLLOW DETAIL ON CONCSTRUCTION DETAIL SHEET.

9. POUR CONCRETE FOR PROPOSED CHANNELIZING ISLAND.

11. INSTALL PERMANENT SIGNING AND STRIPING. OPEN TO TRAFFIC.

4. FOLLOW TIME RESTRICTIONS SHOWN ON GENERAL TRAFFIC NOTES.

12. REMOVE ALL EROSION AND SEDIMENT CONTROL DEVICES AFTER PERMANENT STABILIZATION.

5. EXCAVATE AND CONSTRUCT PROPOSED DRIVEWAY LOCATED ON WOOD BRANCH RD.

10. EXCAVATE AND CONSTRUCT PROPOSED ROAD BOX.

D.I.

D.I.

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00

200+

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203+

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38

24265 24265

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24 207 24217-2 24217-1

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24225

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24265

35387 35386

35394

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15" PLASTIC PI

35388

12" RCP UNOFFICIAL WEBSITE

COPY

CONTROL PLAN - PHASE 1M.O.T., AND EROSION

CONSTRUCTION PHASING,

CS-03

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EXIS

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INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD

CONTRACT

T201904003

COUNTYDESIGNED BY:

CHECKED BY:

N/ABRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

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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

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SCE

SF T

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SBD

SF

TSD

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ROAD WORK

END

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

SEQUENCE OF CONSTRUCTION - PHASE 1

1. PLACE ALL ADVANCED WARNING SIGNS AND TEMPORARY TRAFFIC CONTROL DEVICES.

2. INSTALL ALL EROSION AND SEDIMENT CONTROL.

7. GRADE AND CONSTRUCT PROPOSED CURB.

3. SHIFT TRAFFIC ON US 113 SB USING TA 33 AND TA 3A REFERENCED FROM THE DE MUTCD.

UPSTREAM.

6. CONSTRUCT PROPOSED DRAINAGE INLET. EXCAVATE AND CONSTRUCT PROPOSED DRAINAGE DITCH WORKING

8. POUR CONCRETE FOR PROPOSED BULLET-NOSED ISLAND. FOLLOW DETAIL ON CONCSTRUCTION DETAIL SHEET.

9. POUR CONCRETE FOR PROPOSED CHANNELIZING ISLAND.

11. INSTALL PERMANENT SIGNING AND STRIPING. OPEN TO TRAFFIC.

4. FOLLOW TIME RESTRICTIONS SHOWN ON GENERAL TRAFFIC NOTES.

12. REMOVE ALL EROSION AND SEDIMENT CONTROL DEVICES AFTER PERMANENT STABILIZATION.

5. EXCAVATE AND CONSTRUCT PROPOSED DRIVEWAY LOCATED ON WOOD BRANCH RD.

10. EXCAVATE AND CONSTRUCT PROPOSED ROAD BOX.

EM

D.I.

D.I.

600+00

601+00

602+00

603+00

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606+00

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109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00

24306 15" RCP

KC 50

ZB10 C

4X4 WOOD RAIL 4X4 WOOD RAIL 35402

35394

22085

ZB1 1B

35397

35395

ZB101B 5

35396

7' CHAIN LINK

15" RCP

15" RCP

15" RCP

ZB101 M

35398 35399

12" RCP

FENCE PANEL TIN 9 FT UNOFFICIAL WEBSITE

COPY

INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD

CONTRACT

T201904003

COUNTYDESIGNED BY:

CHECKED BY:

N/ABRIDGE NO.

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CS-04

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17

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PHASE 2

PHASE 2

SPE

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AY RD

LENGTH (REQUIRED) = (12 FT WIDTH X 55 MPH = 660 FT

LENGTH (PROVIDED) = 660 FT

66O' DRUM TAPER

CONTROL PLAN - PHASE 2M.O.T., AND EROSION

CONSTRUCTION PHASING,

PH

ASE 2

PH

ASE 2

EXISTING STRIPING

EXISTING STRIPING

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

ROAD WORK

END

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

SEQUENCE OF CONSTRUCTION - PHASE 2

1. PLACE ALL ADVANCED WARNING SIGNS AND TEMPORARY TRAFFIC CONTROL DEVICES.

5. POUR CONCRETE FOR PROPOSED ISLAND.

7. INSTALL PERMANENT SIGNING AND STRIPING. OPEN TO TRAFFIC.

3. REMOVE CONCRETE AND CURB FROM CHANNELIZED ISLAND LOCATED ON ALMS HOUSE RD.

4. GRADE AND FORM PROPOSED CURB.

2. INCORPORATE ALMS HOUSE RD DETOUR AS SHOWN IN THE DETOUR PLAN.

6. EXCAVATE AND CONSTRUCT PROPOSED ROAD BOX.

D.I.

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INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD

CONTRACT

T201904003

COUNTYDESIGNED BY:

CHECKED BY:

N/ABRIDGE NO.

SUSSEX

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CONSTRUCTION PHASING,

PH

ASE 2

PH

ASE 2

PH

ASE 2

PH

ASE 2

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

ROAD WORK

END

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

SEQUENCE OF CONSTRUCTION - PHASE 2

1. PLACE ALL ADVANCED WARNING SIGNS AND TEMPORARY TRAFFIC CONTROL DEVICES.

5. POUR CONCRETE FOR PROPOSED ISLAND.

7. INSTALL PERMANENT SIGNING AND STRIPING. OPEN TO TRAFFIC.

3. REMOVE CONCRETE AND CURB FROM CHANNELIZED ISLAND LOCATED ON ALMS HOUSE RD.

4. GRADE AND FORM PROPOSED CURB.

2. INCORPORATE ALMS HOUSE RD DETOUR AS SHOWN IN THE DETOUR PLAN.

6. EXCAVATE AND CONSTRUCT PROPOSED ROAD BOX.

EM

D.I.

600+00

601+00

602+00

603+00

604+

00

605+00

606+00

607+

00

608+00

109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00

35394

22085

ZB1 1B

35397

35395

ZB101B 5

35396

7' CHAIN LINK

15" RCP

15" RCP

15" RCP

35398 35399

FENCE PANEL TIN 9 FT

24306

15" RCP

KC 50

ZB10 C

4X4 WOOD RAIL 4X4 WOOD RAIL 35402

ZB101 M

12" RCP

UNOFFICIAL WEBSITE

COPY

UNOFFICIAL WEBSITE

COPY

ALM

S HO

USE

RD

12'

SCALE

FEET

0 30 60 90

EXISTING R/W

EXISTING R/W

EXIS

TIN

G R/

W

EXIS

TIN

G R/

W

EXISTING R/W

EXISTING R/W

MA

TC

HLIN

E S

TA 10

8+

50

N

AND CONDUIT PLANSIGNING, STRIPING

SS-01

PD

20

INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD

CONTRACT

T201904003

COUNTYDESIGNED BY:

CHECKED BY:

N/ABRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.ASH

MSW

\\

DO

TF

S08\cadd\

Activ

e_

Desig

ns\

SU

SS

EX\

113\road\

T2

01904

003

_05\

Pla

ns\

CurbShift\

SS01(shift).d

gn

11:0

404-S

EP-2019

US 113 (DUPONT BLVD)

MATCH EXISTING STRIPING

SS-01

1A

SS-01

1B

SS-01

1C

SS-01

2

SS-01

4E

SS-01

3

SS-01

4A

SS-01

4B

SS-01

4C

SS-01

4D

SS-01

5

SS-01

6

SS-01

7

SS-01

8A

SS-01

8B

SS-01

8C

SS-01

9A

SS-01

9B

SS-01

9C

SS-01

9D

6.5'6.5'

SS-01

10A

SS-01

10B

EXISTING STRIPING

EXISTING STRIPING

EXISTING STRIPING

EXISTING STRIPING

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00

200+

00

201+00

202+

00

203+

00

203+

38

D.I.

D.I.

24265 24265

35389

24 207 24217-2 24217-1

12" RCP

24225

35382

KC 49

12" RCP

24265

35387 35386

35394

35385

15" PLASTIC PI

35388

12" RCP

TYPE 2 CURB

HO

T

MIX

HO

T

MIX

HO

T

MIX

HO

T

MIX

HO

T

MIX

STONE

10"

30"18"12"12"

30"

36"

30"30"

12"12"

12"

12"

12"

12"

36"

36"

48"

12"

18"

12"

10"18"

36"

12"

36"

36"

36"

HOT

MIX

HO

T

MIX

&

ST

ON

E

FARMHOUSE

CONCRETE

CONCRETE

CONCRETE

CO

NC

RE

TE

HOT MIX OVER CONCRETE HOT MIX OVER CONCRETE

GRASS

GRASS

GRASS

TYPE 2 CURB

TYPE 2 CURB

TYPE 2 CURBGRASS

RESIDENTIAL1 STORY

HOT MIX OVER CONCRETE

HOT MIX

HOT

MIX

PAVEMENT MARKINGS LEGEND

ITEMSYMBOL QUANTITY

B

C

D

5" DOTTED - 2' LINE & 6' GAP (ITEM 817013)

EPOXY RESIN PAINT PAVEMENT STRIPING, WHITE

SYMBOL/LEGEND, (ITEM 817002)

ALKYD-THERMOPLASTIC PAVEMENT STRIPING, WHITE

96 LF

5" SOLID (ITEM 817013)

EPOXY RESIN PAINT PAVEMENT STRIPING, YELLOW

15.5 SF

B

B

C D

A5" SOLID (ITEM 817013)

EPOXY RESIN PAINT PAVEMENT STRIPING, WHITE

E16" SOLID, (ITEM 817002)

ALKYD-THERMOPLASTIC PAVEMENT STRIPING, WHITE

256 LF

A

A A

1020 LF

22 SF

B

E

NOT

ENTER

DO

STOP

STOP

House Rd

Alms

TRAFFIC

ENTERING

WATCH FOR

ONE WAY

Alms House Rd

Dupont Blvd

NOT

ENTER

DO

ONLY

SOUTH

113

ONE WAY

ONLY

Speedway Rd

UNOFFICIAL WEBSITE

COPY

N

SCALE

FEET

0 30 60 90

12' 12'

WO

OD BRAN

CH RD

US 113 (DUPONT BLVD)

SPE

EDW

AY RD

EXISTING STRIPING

EXISTING STRIPING

AND CONDUIT PLANSIGNING, STRIPING

SS-02

PD

21

INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH ROAD

CONTRACT

T201904003

COUNTYDESIGNED BY:

CHECKED BY:

N/ABRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.ASH

MSW

\\

DO

TF

S08\cadd\

Activ

e_

Desig

ns\

SU

SS

EX\

113\road\

T2

01904

003

_05\

Pla

ns\

CurbShift\

SS02(shift).d

gn

11:0

504-S

EP-2019

EXIS

TIN

G ST

RIPIN

G

EXISTING STRIPING

MA

TC

HLIN

E S

TA 10

8+

50

EXIS

TIN

G R/

W

EXIS

TIN

G R/

W

EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

N

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

SS-02

1

SS-02

2A

SS-02

2B

SS-02

3A

SS-02

3B

SS-02

3C

SS-02

6A

SS-02

6B

SS-02

5A

SS-02

5B

SS-02

4A

SS-02

4B

SS-02

7

SS-02

8

SS-02

9A

SS-02

9B

SS-02

16

SS-02

17

SS-02

10A

SS-02

10B

SS-02

10C

SS-02

11A

SS-02

11B

SS-02

11C

SS-02

12A

SS-02

12B

SS-02

13A

SS-02

13B

SS-02

14A

SS-02

14B

SS-02

14C

SS-02

15A

SS-02

15B

SS-02

15C

EM

600+00

601+00

602+00

603+00

604+

00

605+00

606+00

607+

00

608+00

109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00

24306 15" RCP

KC 50

ZB10 C

4X4 WOOD RAIL 4X4 WOOD RAIL 35402

35394

22085

ZB1 1B

35397

35395

ZB101B 5

35396

7' CHAIN LINK

15" RCP

15" RCP

15" RCP

ZB101 M

35398 35399

12" RCP

FENCE PANEL TIN 9 FT

ST

ONE

STONE

24"

16"

18"

36"

18"30"

18" 16"

24"

18"

8"

30"

96"

22"

8"

12"

48"

3"

60"

5"

18"

30"

24"

18"

15"

2 STORY RESIDENTIAL

GRAVEL

HOT

MIX

HO

T

MIX

HO

T

MIX

HO

T

MIX

&

ST

ON

E

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CO

NC

RE

TE

HOT MIX OVER CONCRETE

HOT MIX OVER CONCRETE

HOT MIX OVER CONCRETE

GRASS

TYPE 2 CURB

TYPE 2 CURB

TYPE 2 CURB

TYPE 2 CURB

TYPE 2 CURB

TYPE 2 CURB

GRASS

CO

NC

RE

TE

RESIDENTIAL

DRIV

EW

AY

HOT MIX OVER CONCRETEHOT MIX OVER CONCRETE

PAVEMENT MARKINGS LEGEND

ITEMSYMBOL QUANTITY

A

B

C

D

5" DOTTED - 2' LINE & 6' GAP (ITEM 817013)

EPOXY RESIN PAINT PAVEMENT STRIPING, WHITE

SYMBOL/LEGEND, (ITEM 817002)

ALKYD-THERMOPLASTIC PAVEMENT STRIPING, WHITE

31 LF

5" SOLID (ITEM 817013)

EPOXY RESIN PAINT PAVEMENT STRIPING, YELLOW

5" SOLID (ITEM 817013)

EPOXY RESIN PAINT PAVEMENT STRIPING, WHITE324 LF

410 LF

A

B

C

D

E

E

31 SF

42 SF16" SOLID, (ITEM 817002)

ALKYD-THERMOPLASTIC PAVEMENT STRIPING, WHITE

D

B

A

ONE WAY

YIELD

YIELD

Branch Rd Wood

Kruger Rd

Dupont Blvd

Kruger Rd

113

SOUTH

113

NORTH

ONE WAY

Speedway Rd

Dupont Blvd

Alms House Rd

Dupont Blvd

TRAFFIC

ENTERING

WATCH FORSpeedway Rd

113

SOUTH

113

NORTH

JCT

113

NORTH

UNOFFICIAL WEBSITE

COPY

INTERSECTION IMPROVEMENTSUS 113 AT WOOD BRANCH RD

CONTRACT

T201904003

COUNTYDESIGNED BY:

CHECKED BY:

N/ABRIDGE NO.

SUSSEX

ADDENDA / REVISIONS SECTION

SHEET NO.ASH

MSW

\\

DO

TF

S08\cadd\

Activ

e_

Desig

ns\

SU

SS

EX\

113\road\

T2

01904

003

_05\

Pla

ns\

CurbShift\

Sig

nSchedule(Shift).d

gn

09:1

805-S

EP-2019

AND CONDUIT PLANSIGNING, STRIPING

NOT TO SCALE AND CONDUIT PLANSIGNING, STRIPING

SS-03

TR

22

UNOFFICIAL WEBSITE

COPY