T202611302 Construction Plans.pdf

PDF 13 MB Posted Jul 22, 2026

Attached to: US 301 MEDIAN BARRIER, SR 896 TO MD LINE
Solicitation number: T202611302
Issued by: New Castle County, Delaware

About this file

Written by GovTribe AI · Jul 23, 2026

This is a construction plans document for the Delaware Department of Transportation and Related Agencies regarding the US 301 Median Barrier project extending from SR 896 to the Maryland state line. The project involves the design and construction of median barrier infrastructure along US 301, a major transportation corridor in Delaware. The construction plans document provides detailed specifications, design drawings, and technical requirements necessary for contractors to bid on and execute the project. The plans establish the scope of work including barrier installation specifications, materials standards, construction sequencing, and site conditions that bidders must understand and address in their proposals and execution strategy.

The construction plans serve as the technical foundation for the bidding process, establishing binding requirements for material quality, installation methods, and project performance standards. All prospective bidders must review and comply with the specifications outlined in these plans when preparing proposals and conducting work. The document provides the essential technical framework upon which pricing, scheduling, and resource allocation decisions will be based, ensuring that all bids reflect a comprehensive understanding of project requirements and site-specific conditions along the US 301 corridor in Delaware.

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DIGITAL ACCESSIBILITY NOTICE

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

Due to the nature and complexity of certain materials, including construction plans, technical drawings, historical documents, maps, and other graphic-intensive files, some documents may not currently be fully digitally accessible or compliant with current accessibility standards.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

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

mailto:DOT.Profservices@delaware.gov

03/11/2026

150+0

200+

250+00

300+00

350+00

400+00

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

A D

D \I

S M

B .d g n

T202611302US 301 MEDIAN BARRIER,

SR 896 TO MD LINE

NEW CASTLE

450+00

500+00

GATE

M A T C

H L

E S

T A . 4

M A T C

H L

E S

T A . 4

SCALE

FEET

1000 2000 3000

US 301

T. OLIVER

S. BEALL

N/A

INDEX OF SHEETS

WRA

W A R

K R

O A

D L E N

E C

K R

O A

S T R

A W

B E R

R Y L

A N E

B U

N K E R H

L R

O A

M A R L P

O A D

SUMMIT B

RIDGE ROAD

B O

Y D S C

O R

N E R R

O A D

ADDENDUM PREPARED BY

XX, XX-XX, XX

CHANGED UNDER ADDENDUM #X:

THIS SEAL APPLIES TO THE FOLLOWING SHEETS

DATE

SEAL

Whitman, Requardt and Associates, LLP Engineers Architects Environmental Planners Est. 1915

REVISION PREPARED BY

XX, XX-XX, XX

CHANGED UNDER REVISION #X:

THIS SEAL APPLIES TO THE FOLLOWING SHEETS

DATE

SEAL

Whitman, Requardt and Associates, LLP Engineers Architects Environmental Planners Est. 1915

ADDENDUM PREPARED BY

XX, XX-XX, XX

CHANGED UNDER ADDENDUM #X:

THIS SEAL APPLIES TO THE FOLLOWING SHEETS

DATE

SEAL

Whitman, Requardt and Associates, LLP Engineers Architects Environmental Planners Est. 1915

REVISION PREPARED BY

XX, XX-XX, XX

CHANGED UNDER REVISION #X:

THIS SEAL APPLIES TO THE FOLLOWING SHEETS

DATE

SEAL

Whitman, Requardt and Associates, LLP Engineers Architects Environmental Planners Est. 1915

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

\C A

D D

\A R

M B

.d g n

T202611302US 301 MEDIAN BARRIER,

SR 896 TO MD LINE

NEW CASTLE T. OLIVER

S. BEALL

N/A

ADDENDA AND REVISIONS

WRA

NOT TO SCALE

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

A D

D \L

G M

B .d g n

T202611302US 301 MEDIAN BARRIER,

SR 896 TO MD LINE

NEW CASTLE

PAVEMENT SECTION(S)

HTCB END TERMINAL ANCHOR

SECTIONS FOR MATERIALS AND DEPTHS

PERVIOUS ASPHALT MAINTENANCE STRIP- SEE TYPICAL

D.I.

J.B.

C.B.

SIZE/TYPE LABEL

F.P.

LAMP

P.M.

BFS

XXX

FES

XXX

UDO

XXX

CURB & GUTTER, TYPE 1

CURB & GUTTER, TYPE 2

CURB & GUTTER, TYPE 3

CURB OPENING - SUMP / ON GRADE

CURB/SW OPENING - ADJACENT CURB

XXX

EXISTING PROPOSED IDFEATURE DESCRIPTION

CURB, TYPE "X"

C&G, TYPE "X"

MANMADE ROADSIDE FEATURES

DRAINAGE FEATURES

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

BARRIER - HIGH TENSION CABLE (HTCB)

BARRIER - DOUBLE-FACED, PERMANENT

TEST LEVEL 4 / TEST LEVEL 5

BARRIER - SINGLE-FACED, PERMANENT,

CURB/SW OPENING - NON-ADJACENT CURB

BARRIER - HTCB END TERMINAL

XXX

BARRIER, TYPE "X"

SES

XXX

S.D.F.

G.M.

G.V.

G.P.

S.V.

S.C.O.

J.W.

F.H.

W.M.

F.H.

W.V.

EXISTING PROPOSEDFEATURE DESCRIPTION

UTILITY FEATURES

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

WELL

UTILITY MARKER UM

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

B.M.

T.P.

C.M.

I.P.

100+00

TCE

RTE

R/W-DA

R/W

LOC

100+00

XXX

CJB

XXX

CMH

XXX

PC-N

XXX

DND

XXX

PEDESTRIAN CONNECTION / TYPE

ABANDON BY CONTRACTOR

ABANDON BY OTHERS

BEST MANAGEMENT PRACTICE

BUS STOP PAD / TYPE

BUS STOP WITH SHELTER PAD / TYPE

BSP

BSSP

BMP

XXXX

SURVEY CONTROL & MONUMENTATION

EXISTING PROPOSEDFEATURE DESCRIPTION

NATURAL ROADSIDE FEATURES

EXISTING PROPOSEDFEATURE DESCRIPTION

RIGHT-OF-WAY FEATURES

PROPOSEDFEATURE DESCRIPTION

MISCELLANEOUS FEATURES

EXISTINGFEATURE DESCRIPTION

IDFEATURE DESCRIPTION

IDENTIFIERS

RIGHT-OF-WAY MONUMENT

WITHOUT DETECTABLE WARNING SYSTEM

PEDESTRIAN CONNECTION / TYPE

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

R/W-DA

EASEMENT TYPE

100+00

DADADA

R/W

R/W-DA

PEPE

TCETCE

PEPEPE

100+00100+00100+00

TCETCETCETCETCE

RIGHT-OF-WAY BY PE R/W-PE

R/W

PROPOSEDFEATURE DESCRIPTION

EROSION & SEDIMENT CONTROL

CFL

DWB

PST

SBD

SSF

RSF

SCE

TSD

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

IDFEATURE DESCRIPTION

IDENTIFIERS

L A

S T

R E

E D

NOT TO SCALE

T. OLIVER

S. BEALL

N/A

LEGEND

WRA

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

\C A

D D

\P N

M B

.d g n

T202611302US 301 MEDIAN BARRIER,

SR 896 TO MD LINE

NEW CASTLE

GENERAL NOTES PROJECT NOTES

BARE SOIL SHALL BE COVERED WITH GABC OR A METHOD APPROVED BY THE ENGINEER.

DURING MAINTENANCE STRIP CONSTRUCTION, NO BARE SOIL SHALL BE PERMITTED TO SHOW AT THE END OF THE WORK DAY. ALL8.

SHALL BE REPAIRED OR REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE.

SHALL BE PROTECTED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER. ANY DAMAGE TO THESE EXISTING FEATURES

EXISTING FEATURES WITHIN THE LIMITS OF CONSTRUCTION AREAS THAT ARE TO REMAIN IN PLACE AND ARE NOTED BY "DND,"6.

SHALL BE APPROVED BY THE ENGINEER PRIOR TO ANY ADJUSTMENTS.

EXISTING SURFACE FEATURES, SUCH AS POLES, SIGNS, OR DRAINAGE INLETS THAT WILL NEED TO BE ADJUSTED OR RELOCATED

ADJUSTMENTS TO THE BARRIER LAYOUT TO AVOID OBSTRUCTIONS SHALL BE REVIEWED AND APPROVED BY THE ENGINEER. ANY

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LAYOUT THE PROPOSED BARRIER PRIOR TO BEGINNING CONSTRUCTION. ANY13.

DETAILS AND SPECIFICATIONS. ON MANUFACTURER DESIGN

BARRIER. THE FINAL LAYOUT OF THE PROPOSED BARRIER IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE BASED

THE LOCATION OF THE FIRST AND LAST LINE POST ALONG EACH SEGMENT OF PROPOSED HIGH TENSION CABLEAPPROXIMATE

AN AS-BUILT FIELD SURVEY WAS NOT COMPLETED AND THE BASELINE STATIONING IS PROVIDED FOR REFERENCE ONLY TO

T200911308

T200911303

T200911302

T200911301

T200811301

FROM THE FOLLOWING US 301 CONTRACTS.

THE EXISTING FEATURES AND CONSTRUCTION BASELINE SHOWN ON THESE PLANS ARE BASED ON THE PROPOSED DESIGN FILES9.

AND FULLY OPERATIONAL. THIS INCLUDES, BUT IS NOT LIMITED TO, EXISTING SIGN STRUCTURES AND BRIDGE PIERS / PARAPETS.

OBJECT/ROADSIDE HAZARDS REMAIN PROTECTED DURING CONSTRUCTION UNTIL THE NEW GUARDRAIL IS COMPLETELY INSTALLED

AT LOCATIONS WHERE EXISTING GUARDRAIL IS BEING REPLACED, THE CONTRACTOR SHALL ENSURE THAT ALL EXISTING FIXED11.

COMPANY REQUIRMENTS.

SUPPORTED AND/OR RELOCATED AS NECESSARY TO COMPLETE THE WORK IN ACCORDANCE WITH THE RESPECTIVE UTILITY

TELEPHONE NUMBER 1-800-282-8555 PRIOR TO ANY EXCAVATION. ALL EXISTING UTILITIES SHALL BE PROTECTED, TEMPORARILY

BASED ON PREVIOUS DELDOT CONTRACTS IN THE PROJECT LIMITS. THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" AT

UTILITY INFORMATION REQUESTS HAVE NOT BEEN COMPLETED. THE LOCATIONS OF SOME EXISTING UTILITIES HAVE BEEN SHOWN10.

PREPARED.

THERE ARE NO ENVIRONMENTAL PERMITS REQUIRED FOR THIS PROJECT; THEREFORE, NO ENVIRONMENTAL COMPLIANCE SHEET WAS7.

REMOVAL OF GUARDRAIL AND FENCE.

EXCAVATED MATERIAL AS DETERMINED BY THE ENGINEER. PAYMENT FOR THIS WORK SHALL BE INCIDENTAL TO ITEM 211022 -

REMOVAL OF THE EXISTING POSTS WITH MILLINGS FROM THE REMOVAL OF THE MAINTENANCE STRIP, BORROW, TYPE F OR SUITABLE

AT LOCATIONS WHERE EXISTING GUARDRAIL IS BEING REMOVED AND REPLACED, THE CONTRACTOR SHALL FILL IN VOIDS FROM THE12.

MISCELLANEOUS

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

NONE

CROSS SECTIONS

RIGHT-OF-WAY PLANS

( X )

DETAILS", DATED 2026.

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

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

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

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

DELIVERY OF ANY ELECTRONIC PROJECT FILES.

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

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 200

SECTION 100

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

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

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

BE REPAIRED AND/OR REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE.

ANY DAMAGE TO ITEMS NOTED TO BE RELOCATED OR RESET BY THE CONTRACTOR, AT THE DISCRETION OF THE ENGINEER, SHALL1.

THE BID PRICE FOR ITEM 204000 - TEST HOLE.

ANY CONFLICT. TEST HOLES SHALL BE MEASURED BASED ON THE QUANTITY OF EXCAVATION (CUBIC YARDS) AND PAID FOR AT

REQUIREMENTS FOR THE MAXIMUM ALLOWABLE DEFLECTION. THE ENGINEER SHALL ULTIMATELY DETERMINE THE SOLUTION TO

UNDERGROUND UTILITIES AND STORM SEWER PIPES. THE ADJUSTED POST SPACING SHALL BE DETERMINED BASED ON THE

THE CONTRACTOR MAY NEED TO ADJUST POST SPACING AS DIRECTED BY THE ENGINEER TO AVOID CONFLICTS WITH EXISTING

ANY CONFLICTS SHALL BE COORDINATED BY THE CONTRACTOR, WITH THE ENGINEER AND THE UTILITY COMPANY INVOLVED.

TENSION CABLE BARRIER AT POINTS OF POSSIBLE UTILITY OR DRAINAGE CONFLICTS TO DETERMINE IF A CONFLICT EXISTS.

THE ENGINEER MAY REQUIRE THE CONTRACTOR TO EXCAVATE TEST PITS ALONG THE PROPOSED ALIGNMENT FOR THE HIGH3.

SECTION 700

SECTION 900

APPROPRIATE CONSTRUCTION ENGINEER.

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

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

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

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

GENERAL PERMIT, COMPLIANCETHIS PROJECT IS COVERED UNDER AN NPDES GENERAL PERMIT FOR CONSTRUCTION. UNDER THE5.

THE CONSTRUCTION PLANS. ANY DAMAGE TO THE EXISTING GUARDRAIL SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

THE PROPOSED END TERMINAL SHALL BEGIN AT THE FINAL LINE POST OF THE CABLE BARRIER SEGMENT, AS IDENTIFIED ON

GUARDRAIL, THE PROPOSED END TERMINAL SHALL NOT IMPACT OR CONNECT TO THE EXISTING GUARDRAIL. THE LIMITS OF

AT LOCATIONS WHERE THE PROPOSED HIGH TENSION CABLE BARRIER TERMINATES ADJACENT TO EXISTING STEEL BEAM4.

T. OLIVER

S. BEALL

N/A

NOTES

WRA

GENERAL EROSION AND SEDIMENT CONTROL (E&S) NOTES

APPROVAL FROM THE ENGINEER.

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

STORMWATER ENGINEER’S SIGNATURE. IF THE FINAL ACCEPTANCE OF THE PROJECT IS ANTICIPATED TO EXTEND BEYOND THE DELDOT’S DELEGATED AUTHORITY. PLAN APPROVAL IS VALID FOR A FIVE YEAR PERIOD BEGINNING ON THE DATE OF THE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN APPROVED BY DELDOT’S STORMWATER ENGINEER UNDER 14.

TOTAL ADDED IMPERVIOUS FOR THE PROJECT 0.00AC

TOTAL AMOUNT OF DISTURBED AREA FOR THE PROJECT 26.69 AC

NOT TO SCALE

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 15.

OF THE NOI PERMIT COVERAGE IS INCIDENTAL TO THE CONTRACT.

FILE AS A CO-PERMITTEE IN ACCORDANCE WITH SECTION 901 OF THE STANDARD SPECIFICATIONS. POSTING AND MAINTENANCE 16.

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 17.

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 18.

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 & 19.

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 20.

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 21.

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 22.

THE STORMWATER MANAGEMENT SHEETS.

FOR ANY PERMANENT STORMWATER MANAGEMENT FACILITY, FOLLOW THAT FACILITY’S SEQUENCE OF CONSTRUCTION AS NOTED ON 23.

ENGINEER.

UNTIL TEMPORARY OR PERMANENT STABILIZATION OF THE FIRST 20 ACRE SECTION IS ACCOMPLISHED AS APPROVED BY THE NO MORE THAN 20 ACRES MAY BE DISTURBED AT ANY TIME. DISTURBANCE OF A SECOND 20 ACRE SECTION MAY NOT PROCEED 24.

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 25.

GENERAL E&S SEQUENCE NOTES (FOR ALL PHASES)

ENGINEER. THE NOTICE MUST BE IN ACCORDANCE WITH DELDOT GUIDANCE.

POST NOI PERMIT COVERAGE SO THAT IT IS VISIBLE IN CLOSE PROXIMITY TO THE CONSTRUCTION SITE AS DIRECTED BY THE 26.

ONLY LAND DISTURBANCE ALLOWABLE IS WHAT IS NECESSARY TO INSTALL THE PERIMETER E&S ITEMS.

INSTALL ALL PERIMETER E&S ITEMS AND SENSITIVE AREA PROTECTIONS PRIOR TO ANY LAND DISTURBING ACTIVITIES. THE 27.

ESTABLISH CONSTRUCTION STAGING AREAS AND INSTALL E&S CONTROLS.28.

OTHER LAND DISTURBING ACTIVITIES CAN BEGIN.

ONCE PERIMETER E&S CONTROLS ARE INSTALLED, THEY SHALL BE INSPECTED AND APPROVED BY THE ENGINEER BEFORE ANY 29.

THE PREVIOUS PHASE HAVE BEEN SUFFICIENTLY STABILIZED.

PRIOR TO COMMENCING A NEW PHASE OF CONSTRUCTION, APPROVAL IS REQUIRED FROM THE ENGINEER THAT THE AREAS WITHIN 31.

INTERIOR EROSION AND SEDIMENT CONTROL ITEMS SHALL BE PLACED AS PER PLAN.30.

COMPLETE PERMANENT STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS UPON REACHING FINAL GRADE.32.

DO NOT REMOVE E&S DEVICES UNLESS DIRECTED BY THE ENGINEER.33.

REVIEWED FOR GENERAL CONFORMITY WITH

CURRENT DELAWARE SEDIMENT AND STORMWATER

REGULATIONS.

03/05/2026______________________

STORMWATER ENGINEER

DELAWARE DEPARTMENT OF TRANSPORTATION

EXPIRES: 03/05/2031

T. OLIVER

S. BEALL

N/A

TYPICAL SECTIONS

WRA

US 301 MEDIAN - NORMAL SECTION

STATION 426+70 TO STATION 432+27

STATION 379+36 TO STATION 390+45

STATION 338+38 TO STATION 367+70

STATION 208+90 TO STATION 217+50

4.0%EXIST SLOPE EXIST SLOPE

4' SHLDR.

BASELINE

CONSTRUCTION

18'

12' 54' MEDIAN

4.0%

LANE

VARIES

LOC

12'

LANE

12'

LANE

12'

LANE

LOC

US 301 MEDIAN - NORMAL SECTION

STATION 412+10 TO STATION 423+80

STATION 311+52 TO STATION 336+56

STATION 275+76 TO STATION 290+63

STATION 151+82 TO STATION 202+50

4.0%EXIST SLOPE EXIST SLOPE

4' SHLDR.

BASELINE

CONSTRUCTION

18'

12' 54' MEDIAN

4.0%

LANE

VARIES

LOC

PAVEMENT (TYP.)

EXISTING CONC.

PAVEMENT (TYP.)

EXISTING CONC.

12'

LANE

12'

LANE

12'

LANE

LOC

4' SHLDR. 4' SHLDR.

4.0%

4' SHLDR.

BASELINE

CONSTRUCTION

18'

12' 54' MEDIAN

4.0%

LANE

VARIES

LOC

12'

LANE

12'

LANE

12'

LANE

LOC

US 301 MEDIAN - SUPERELEVATED SECTION

STATION 508+76 TO STATION 531+79

STATION 309+86 TO STATION 311+53

STATION 290+63 TO STATION 301+75

STATION 142+00 TO STATION 151+82

4.0%

4' SHLDR.

BASELINE

CONSTRUCTION

18'

12' 54' MEDIAN

4.0%

LANE

VARIES

LOC

12'

LANE

12'

LANE

12'

LANE

LOC

4' SHLDR. 4' SHLDR.

EXIST SLOPE

US 301 MEDIAN - NORMAL SECTION

STATION 243+79 TO STATION 253+00

US 301 MEDIAN - SUPERELEVATED SECTION

STATION 126+10 TO STATION 134+18

EXIST SLOPE

PAVEMENT (TYP.)

EXISTING CONC.

PAVEMENT (TYP.)

EXISTING CONC.

PAVEMENT (TYP.)

EXISTING CONC.

PAVEMENT (TYP.)

EXISTING CONC.

PAVEMENT (TYP.)

EXISTING CONC.

4.0%

4' SHLDR.

BASELINE

CONSTRUCTION

12' 54' MEDIAN

4.0%

LANE

VARIES

LOC

12'

LANE

12'

LANE

12'

LANE

LOC

4' SHLDR.

EXIST SLOPE

PAVEMENT (TYP.)

EXISTING CONC.

PAVEMENT (TYP.)

EXISTING CONC.

4.0%EXIST SLOPE EXIST SLOPE

4' SHLDR.

12' 54' MEDIAN

4.0%

LANE

VARIES

LOC

12'

LANE

12'

LANE

12'

LANE

LOC

4' SHLDR.

PAVEMENT (TYP.)

EXISTING CONC.

PAVEMENT (TYP.)

EXISTING CONC.

BASELINE

CONSTRUCTION

15'

4' MIN.

15'

STATION 487+90 TO STATION 496+50

STATION 456+00 TO STATION 486+40

STATION 531+79 TO STATION 541+51

STATION 449+80 TO STATION 508+76

6:1 MAX 6:1 MAX 6:1 MAX 6:1 MAX

6:1 MAX

6:1 MAX 6:1 MAX

6:1 MAX6:1 MAX

6:1 MAX 6:1 MAX

6:1 MAX

4' MIN.

E E EE

E B

2.5"

D E

VARIES 4' VARIES

OR 6:1 MAX

MATCH EXIST.

OR 6:1 MAX

MATCH EXIST.

SEE NOTE 1

NOTES:

ASPHALT PRIOR TO DRIVING THE SOCKET.

CONTRACTOR MAY NEED TO CONSIDER CORE DRILLING THE

MAINTENANCE STRIP. IF THE SOCKET IS DAMAGED, THE

THE LINE POST SOCKET MAY BE DRIVEN THROUGH THE ASPHALT 2.

ACCORDANCE WITH SECTION 722.3.1.

FOOTING SHALL BE APPROVED BY THE ENGINEER IN

POST FOOTING SHALL BE DRIVEN SOCKET OPTION. POST 1.

O.G.

PAVEMENT

MAINTENANCE

HTCB DETAIL

NOT TO SCALE

MATERIAL TYPE

LIFT THICKNESS (IN)

MINIMUM MAXIMUM

TYPE C (12.5 MM MIX)

TYPE B (19 MM MIX)

1.0

2.0

1.5 2.0

2.25 4.0

0.5

1.25

TYPE C (4.75 MM MIX)

TYPE C (9.5 MM MIX)

GRADE

BINDER

ALL

76-22, 70-22

ALL

TYPE BCBC (25 MM MIX)

GABC

6.0

3.0 6.0

4.0 8.0

2.25TYPE B (19 MM MIX)

64-22

LEGEND

ITEM 401575 - PERVIOUS ASPHALT PAVEMENT - 19.0 MM TYPE B

ITEM 720023 - GALVANIZED STEEL BEAM GUARDRAIL, TYPE 3-31

F ITEM 722001 - HIGH TENSION CABLE BARRIER

ITEM 908026 - EROSION CONTROL MULCH

ITEM 908014 - PERMANENT GRASS SEEDING, DRY GROUND

ITEM 908004 / 908010 - TOPSOIL, 6" DEPTH / TOPSOILING, 6" DEPTH

ITEM 302003 - DELAWARE NO. 8 STONEB

FSEE DETAIL (THIS SHEET)FSEE DETAIL (THIS SHEET)

FSEE DETAIL (THIS SHEET)

PAVEMENT (TYP.)

EXISTING CONC.

FSEE DETAIL (THIS SHEET)

EEEE

SEE DETAIL (THIS SHEET)

US 301 MEDIAN - SUPERELEVATED SECTION

STATION 432+27 TO STATION 444+10

STATION 390+45 TO STATION 408+00

STATION 367+70 TO STATION 379+36

STATION 222+75 TO STATION 238+62

NOT TO SCALE

VARIES PAVEMENT

MAINTENANCE

MAX.

10:1

OR 4:1

MAXMATCH EXIST.

8" (MIN.)

E D

G E

O F

T R

A V

E L

L A

N E

PAVEMENT

EXISTING

2.5"

O.G.

NOTES:

REFER TO CONSTRUCTION PLANS FOR OFFSET.1.

SEE NOTE 1

NOT TO SCALE

DETAIL

TYPE 3-31 GUARDRAIL

2' (MIN.)

4' (MIN.) TO

TRAVEL LANE

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

A D

D \T

S M

B .d g n

T202611302US 301 MEDIAN BARRIER,

SR 896 TO MD LINE

NEW CASTLE

SCALE

FEET

500 1000 1500

US 301 (

N84)

CONSTRUCTION ALIGNMENT CONTROL

POINT NO. STATION OFFSET NORTHING EASTING

VERTICAL CONTROL

HORIZONTAL AND

T. OLIVER

S. BEALL

N/A

WRA

M A T C

H L

E S

T A

M A T C

H L

E S

T A

M A T C

H L

E S

T A . 4

US 301 (N

84)

3 3

4 4

10000

10001

10002

10003

10004

10005

10006

10007

10008

10009

10010

10011 10012

10013

10014

10015 10016

10052 200+00.00 0.00' 521427.2860 559053.7373

10051 195+00.00 0.00' 520945.8942 558918.6005

10050 185+00.00 0.00' 519983.1107 558648.3267

10049 185+00.00 0.00' 519983.1107 558648.3267

10048 180+00.00 0.00' 519501.7190 558513.1899

10047 175+00.00 0.00' 519020.3272 558378.0530

10046 170+00.00 0.00' 518538.9354 558242.9162

10045 165+00.00 0.00' 518057.5437 558107.7793

10044 160+00.00 0.00' 517576.1519 557972.6424

10043 155+00.00 0.00' 517094.7602 557837.5056

10000 122+00.00 0.00' 514223.8704 556286.8128

10062 270+00.00 0.00' 527507.3629 562320.4775

10061 265+00.00 0.00' 527109.2372 562017.9945

10060 260+00.00 0.00' 526711.1115 561715.5116

10059 255+00.00 0.00' 526312.9859 561413.0286

10058 250+00.00 0.00' 525914.8602 561110.5457

10057 245+00.00 0.00' 525516.7345 560808.0627

10056 240+00.00 0.00' 525118.6088 560505.5798

10055 215+00.00 0.00' 522871.4613 559459.1479

10054 210+00.00 0.00' 522390.0695 559324.0111

10053 205+00.00 0.00' 521908.6778 559188.8742

10072 345+00.00 0.00' 534087.1832 565799.4011

10071 340+00.00 0.00' 533621.1911 565618.1516

10070 335+00.00 0.00' 533155.1990 565436.9022

10069 330+00.00 0.00' 532689.2069 565255.6527

10068 325+00.00 0.00' 532223.2148 565074.4033

10067 320+00.00 0.00' 531757.2227 564893.1538

10066 315+00.00 0.00' 531291.2306 564711.9044

10065 290+00.00 0.00' 529099.8657 563530.4093

10064 285+00.00 0.00' 528701.7400 563227.9263

10063 275+00.00 0.00' 527905.4886 562622.9604

10082 425+00.00 0.00' 540685.6296 570010.7178

10081 420+00.00 0.00' 540235.2700 569793.5170

10080 415+00.00 0.00' 539784.9103 569576.3162

10079 410+00.00 0.00' 539334.5507 569359.1154

10078 390+00.00 0.00' 537759.5575 568168.0064

10077 385+00.00 0.00' 537459.0858 567768.3607

10076 365+00.00 0.00' 535951.1516 566524.3988

10075 360+00.00 0.00' 535951.1516 566524.3988

10074 355+00.00 0.00' 535019.1674 566161.8999

10073 350+00.00 0.00' 534553.1753 565980.6505

DATUM REFERENCE:

1983 (NAD 83 / 2011 / EPOCH 2010.00).

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

N 40°50'15.62" E

130+00 140+00

150+0

160+

170+

180+

190+

200+

210+

220+

230+00 240+00

250+00

260+00

270+00

P C

8 P T

1+ .4

P C

1.5

P T

P I

P O

N 37°13'35.00" E

N 15 °40'5

0.00 " E

N 40°50'15.62" E

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

A D

D \H

V M

B .d g n

T202611302US 301 MEDIAN BARRIER,

SR 896 TO MD LINE

NEW CASTLE

280+00

290+00 300+00

310+0

320+

330+

340+

350+

360+

370+00

380+00

390+00

400+00 410+00 420+00

P I

P C

P T

11+ .3

P C

P T

P C

P T

P I

N 25°44'50 .00" E

N 53°03'45.00" E N 21°1

5'13.4 7" E

N 37°13'34.99" E

FEET

500 1000 1500

US 301

VERTICAL CONTROL

HORIZONTAL AND

T. OLIVER

S. BEALL

N/A

WRA

M A T C

H L

E S

T A . 4

6 6

8 8

10017

10018

10019

10020

10021

10022

10023

10024

10025

10026

10089 500+00.00 0.00' 545255.6345 575792.7706

10088 495+00.00 0.00' 544990.2807 575368.9931

10087 465+00.00 0.00' 543363.1498 572848.7068

10086 460+00.00 0.00' 543087.3733 572431.6368

10085 450+00.00 0.00' 542535.8205 571597.4969

10084 445+00.00 0.00' 542260.0440 571180.4269

10083 430+00.00 0.00' 541135.9893 570227.9186

10101 640+00.00 0.00' 555378.5778 582948.1107

10100 635+00.00 0.00' 555296.3649 582454.9160

10099 630+00.00 0.00' 555214.1519 581961.7212

10098 625+00.00 0.00' 555131.9389 581468.5265

10097 620+00.00 0.00' 555049.7259 580975.3318

10042 847+07.08 0.00' 556309.7394 589485.1561

10041 698+03.35 27.00' 555908.7738 588616.1159

10108 847+00.00 0.00' 556306.7728 589478.7264

10107 840+00.00 0.00' 556013.5104 588843.1186

10106 695+00.00 0.00' 555806.2043 588329.3625

10105 690+00.00 0.00' 555596.7312 587875.3570

10104 670+00.00 0.00' 555331.1000 585930.8864

10103 665+00.00 0.00' 555385.9431 585433.9032

10102 660+00.00 0.00' 555440.7862 584936.9201

DATUM REFERENCE:

1983 (NAD 83 / 2011 / EPOCH 2010.00).

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

P O

N °5

7'3 5.0

0" E

10093

10093 545+00.00 0.00' 548821.4662 578172.9354

10092 540+00.00 0.00' 548336.2334 578052.3155

10091 535+00.00 0.00' 547851.0007 577931.6957

10090 505+00.00 0.00' 545520.9882 576216.5482

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

\C A

D D

\H V

M B

.d g n

T202611302US 301 MEDIAN BARRIER,

SR 896 TO MD LINE

NEW CASTLE

430+

440+00

450+00

460+00

470+00

480+00

490+00

500+00

510+00

520+00

P C

P T

P I

P C

P T

P C

P T

P I

N 57°56'48.25" E

N 56°31'35." E

CIRCULAR CURVE NO.

STATION NORTHING EASTING

1 CIRCULAR CURVE NO.

STATION NORTHING EASTING

CIRCULAR CURVE NO.

STATION NORTHING EASTING

2 CIRCULAR CURVE NO.

STATION NORTHING EASTING

CIRCULAR CURVE NO.

STATION NORTHING EASTING

3 CIRCULAR CURVE NO.

STATION NORTHING EASTING

CIRCULAR CURVE NO.

STATION NORTHING EASTING

4 CIRCULAR CURVE NO.

STATION NORTHING EASTING

VERTICAL CONTROL

HORIZONTAL AND

T. OLIVER

S. BEALL

N/A

WRA

Tangent Direction: N 15°40'50.00" E

Radial Direction: S 74°19'10.00" E

Chord Direction: N 28°15'32.81" E

Radial Direction: S 49°09'44.38" E

Tangent Direction: N 40°50'15.62" E

External: 147.5515

Middle Ordinate: 144.0100

Chord: 2613.3362

Tangent: 1338.8016

Length: 2634.4472

Degree of Curvature(Arc): 0°57'17.7468"

Delta: 25°09'25.6233" Left

Radius: 6000.0000

PT (10003) 151+82.43 516789.0092 557751.6748

CC ( ) 518410.6515 551974.9736

PI (10002) 138+86.78 515500.0331 557389.8319

PC (10001) 125+47.98 514487.1423 556514.3652

Element: Circular

Tangent Direction: N 37°13'35.01" E

Radial Direction: S 52°46'24.99" E

Chord Direction: N 26°27'12.51" E

Radial Direction: S 74°19'10.00" E

Tangent Direction: N 15°40'50.00" E

External: 89.7024

Middle Ordinate: 88.1214

Chord: 1869.1697

Tangent: 951.3518

Length: 1880.2286

Degree of Curvature(Arc): 1°08'45.2967"

Delta: 21°32'45.0097" Right

Radius: 4999.9993

PT (10006) 238+61.77 525008.5462 560421.9578

CC ( ) 521983.7169 564403.2140

PI (10005) 229+32.90 524251.0311 559846.4224

PC (10004) 219+81.55 523335.0853 559589.2970

Element: Circular

Tangent Direction: N 21°15'13.54" E

Radial Direction: S 68°44'46.46" E

Chord Direction: N 29°14'24.27" E

Radial Direction: S 52°46'25.01" E

Tangent Direction: N 37°13'34.99" E

External: 73.4528

Middle Ordinate: 72.7404

Chord: 2084.0490

Tangent: 1052.2298

Length: 2090.8128

Degree of Curvature(Arc): 0°45'50.1961"

Delta: 15°58'21.4511" Left

Radius: 7500.0036

PT (10010) 311+53.38 530968.1828 564586.2537

CC ( ) 533686.9283 557596.3698

PI (10009) 301+14.79 529987.5214 564204.8212

PC (10008) 290+62.56 529149.6820 563568.2581

Element: Circular

Tangent Direction: N 53°03'45.54" E

Radial Direction: S 36°56'14.46" E

Chord Direction: N 37°09'29.50" E

Radial Direction: S 68°44'46.53" E

Tangent Direction: N 21°15'13.47" E

External: 83.5873

Middle Ordinate: 80.3876

Chord: 1150.9373

Tangent: 598.3744

Length: 1165.8519

Degree of Curvature(Arc): 2°43'42.1801"

Delta: 31°48'32.0750" Right

Radius: 2099.9901

PT (10013) 379+35.89 537120.0898 567317.4753

CC ( ) 535441.5823 568579.4462

PI (10012) 373+68.42 536760.5018 566839.1987

PC (10011) 367+70.04 536202.8263 566622.2887

Element: Circular

Tangent Direction: N 13°57'35.00" E

Radial Direction: S 76°02'25.00" E

Chord Direction: N 35°57'11.62" E

Radial Direction: S 32°03'11.75" E

Tangent Direction: N 57°56'48.25" E

External: 235.4561

Middle Ordinate: 218.3211

Chord: 2247.0091

Tangent: 1211.6832

Length: 2303.1546

Degree of Curvature(Arc): 1°54'35.4935"

Delta: 43°59'13.2474" Left

Radius: 3000.0000

PT (20026) 531+78.81 547539.2979 577854.2121

CC ( ) 548263.0171 574942.8155

PI (20025) 520+87.34 546363.4011 577561.9060

PC (20024) 508+75.66 545720.3518 576534.9377

Element: Circular

Tangent Direction: N 57°56'48.25" E

Radial Direction: S 32°03'11.75" E

Chord Direction: N 57°14'11.62" E

Radial Direction: S 33°28'25.00" E

Tangent Direction: N 56°31'35.00" E

External: 7.6821

Middle Ordinate: 7.6815

Chord: 2478.9089

Tangent: 1239.5497

Length: 2478.9724

Degree of Curvature(Arc): 0°03'26.2648"

Delta: 1°25'13.2476" Right

Radius: 100000.0000

PT (10023) 494+15.63 544945.5067 575297.4876

CC ( ) 460189.9973 628368.2293

PI (10022) 481+76.21 544287.6685 574246.9010

PC (10021) 469+36.66 543603.9914 573212.9431

Element: Circular

Tangent Direction: N 56°31'35.00" E

Radial Direction: S 33°28'25.00" E

Chord Direction: N 41°08'12.50" E

Radial Direction: S 64°15'10.00" E

Tangent Direction: N 25°44'50.00" E

External: 78.2102

Middle Ordinate: 75.4059

Chord: 1116.1918

Tangent: 578.8514

Length: 1129.7270

Degree of Curvature(Arc): 2°43'28.1219"

Delta: 30°46'45.0030" Right

Radius: 2103.0000

PT (10019) 443+56.50 542180.8938 571060.7242

CC ( ) 540426.6975 572220.6399

PI (10018) 438+05.62 541861.6267 570577.8811

PC (10017) 432+26.77 541340.2440 570326.4272

Element: Circular

Tangent Direction: N 25°44'50.01" E

Radial Direction: S 64°15'09.99" E

Chord Direction: N 39°24'17.51" E

Radial Direction: S 36°56'15.00" E

Tangent Direction: N 53°03'45.00" E

External: 96.0262

Middle Ordinate: 93.3109

Chord: 1558.3905

Tangent: 801.8689

Length: 1573.2470

Degree of Curvature(Arc): 1°44'10.4486"

Delta: 27°18'54.9977" Left

Radius: 3300.0000

PT (10016) 406+18.37 538990.8134 569193.3368

CC ( ) 540424.3388 566220.9631

PI (10015) 398+47.00 538268.5546 568845.0036

PC (10014) 390+45.13 537786.6767 568204.0766

Element: Circular

NOT TO SCALE

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

\C A

D D

\H V

M B

.d g n

T202611302US 301 MEDIAN BARRIER,

FEET

30 60 90

US 301 SB

US 301 NB

US 301 SB

US 301 NB

M A T C

H L

E S

T A . 1

M A T C

H L

E S

T A . 1

A T C

H L

E S

T A

T. OLIVER

S. BEALL

N/A

CONSTRUCTION PLAN

CP-01

WRA

GUARDRAIL SCHEDULE

NO. ITEM DESCRIPTION / TYPE BEGIN STA. OFFSET* LENGTH

50'14' RT.126+101 GUARDRAIL END TREATMENT ATTENUATOR, TYPE 3-31

760'14' RT.126+602 GALVANIZED STEEL BEAM GUARDRAIL, TYPE 3-31

EXISTING TYPE 1-31 GUARDRAIL

EXISTING TYPE 3-31 GUARDRAIL

DND

S T R

A W

B E R

R Y L

A N E

DND

GUARDRAIL

ATTENUATOR &

DND

4' (MIN.) MAINTENANCE STRIP

131+00 139+00

SEE NOTE 2DND

DND SEE NOTES 1 & 2

DND GUARDRAIL

SPLICE WITH EX.

GR END TREATMENT ATTENUATOR, TYPE 3-31

GALV. STEEL BEAM GR, TYPE 3-31

* OFFSET IS FROM FACE OF GUARDRAIL TO EDGE OF TRAVEL LANE

NOTES:

GUARDRAIL POSTS TO AVOID DAMAGE TO UNDERDRAIN OUTLET PIPES.

LOCATION AND DIRECTION OF ANY UNDERDRAIN OUTLET PIPES. EXERCISE CARE WHEN DRIVING

INSPECT EXISTING DRAINAGE INLETS PRIOR TO GUARDRAIL INSTALLATION TO CONFIRM THE

EXISTING PIPES AND CULVERTS.

THE CONTRACTOR SHALL LAYOUT THE PROPOSED BARRIER TO ENSURE THE LINE POSTS SPAN

FACILITIES. POST SPACING SHALL BE ADJUSTED ACCORDINGLY TO AVOID CONFLICT.

THE CONTRACTOR SHALL COORDINATE WITH UTILITES TO LOCATE THE EXISTING UNDERGROUND

4' (MIN.) MAINTENANCE STRIP

& SWALE

INLET

& SWALE

INLETS

UNDERDRAIN

SIGN

& SWALE

INLET

UNDERDRAIN

SIGN & PIPE

SIGN

GUARDRAIL

PIPE

SWALE

SEE NOTE 3

DND

UTILITY

122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00

130+00

D.I.

D.I. D.I. D.I.D.I.

D.I.

" x

" R

C P

18" RCP

18" RCP18" RCP

R C P x

R C P

CONC.

ASPHALT

GRASS

UNKNOWN

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

A D

D \C

B .d g n

T202611302US 301 MEDIAN BARRIER,

SR 896 TO MD LINE

NEW CASTLE

131+00 132+00

133+00 134+00 135+00 136+00

137+00 138+00

139+00

D.I. D.I.

D.I. 18" RCP

24" RCP

" R

C P

" R

C P

CONC.

GRASS

CONC.

ASPHALT

18" RCP

PCC BARRIER

J.W.

US 301 SB

US 301 NB

SCALE

FEET

30 60 90

US 301 NB

US 301 SB

M A T C

H L

E S

T A

M A T C

H L

E S

T A

M A T C

H L

E S

T A

M A T C

H L

E S

T A . 1

T. OLIVER

S. BEALL

N/A

CONSTRUCTION PLAN

CP-02

WRA

BARRIER SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

HIGH TENSION CABLE BARRIER 1545'2

STA. 142+07

LINE POST

EXISTING TYPE 3-31 GUARDRAIL

EXISTING TYPE 1-31 GUARDRAIL

DND

EXISTING TYPE 1-31 GUARDRAIL

R=6009'

4' MAINTENANCE STRIP

DND

' 1

4' MAINTENANCE STRIP

149+00 157+00

R=6009'

DNDSEE NOTE 2

28'1 HIGH TENSION CABLE BARRIER END TERMINAL

BARRIER END SECTION SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

SEE NOTES 1 & 2

SEE NOTE 1

NOTES:

GUARDRAIL POSTS TO AVOID DAMAGE TO UNDERDRAIN OUTLET PIPES.

LOCATION AND DIRECTION OF ANY UNDERDRAIN OUTLET PIPES. EXERCISE CARE WHEN DRIVING

INSPECT EXISTING DRAINAGE INLETS PRIOR TO GUARDRAIL INSTALLATION TO CONFIRM THE

EXISTING PIPES AND CULVERTS.

THE CONTRACTOR SHALL LAYOUT THE PROPOSED BARRIER TO ENSURE THE LINE POSTS SPAN

FACILITIES. POST SPACING SHALL BE ADJUSTED ACCORDINGLY TO AVOID CONFLICT.

THE CONTRACTOR SHALL COORDINATE WITH UTILITES TO LOCATE THE EXISTING UNDERGROUND

PIPE & UNDERDRAIN

UNDERDRAIN

RAMP TO WEIGH STATION

INLET & SWALE

INLET

INLET & PIPE

SIGNPIPE

PIPE

UTILITY

DND

SEE NOTE 3

140+00 141+00

142+00 143+00 144+00 145+00

146+00 147+00

148+00D.I.

D.I.

D.I. 18" RCP

" x

" R

C P

18" RCP

ASPHALT

CONC.

GRASS

CONC.

ASPHALT

18" RCP

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

A D

D \C

B .d g n

T202611302US 301 MEDIAN BARRIER,

SR 896 TO MD LINE

NEW CASTLE

149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00

COMMUNICATIONS CONDUIT

D.I.

" x

" R

C P

CONC.

GRASS

CONC.

ASPHALT

FEET

30 60 90

US 301 SB

US 301 NB

US 301 SB

US 301 NB

M A

T C

H L

S T

M A

T C

H L

S T

M A

T C

H L

S T

M A

T C

H L

S T

T. OLIVER

S. BEALL

N/A

CONSTRUCTION PLAN

CP-03

WRA

BARRIER SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

HIGH TENSION CABLE BARRIER 1800'3

4' MAINTENANCE STRIP

DND

4' MAINTENANCE STRIP

167+00 175+00

WITH UNDERDRAIN.

THE CONTRACTOR SHALL ADJUST POST SPACING WHERE NEEDED TO AVOID CONFLICT

FACILITIES. POST SPACING SHALL BE ADJUSTED ACCORDINGLY TO AVOID CONFLICT.

THE CONTRACTOR SHALL COORDINATE WITH UTILITES TO LOCATE THE EXISTING UNDERGROUND

NOTES:

EXISTING PIPES AND CULVERTS.

THE CONTRACTOR SHALL LAYOUT THE PROPOSED BARRIER TO ENSURE THE LINE POSTS SPAN

SEE NOTE 1

RAMP FROM WEIGH STATIO

INLET

PIPE &

PIPE

158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00

COMMUNICATIONS CONDUIT

D x

R C P

CONC.

GRASS

CONC.

J.W. J.W.

J.W.J.W.

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

A D

D \C

B .d g n

T202611302US 301 MEDIAN BARRIER,

SR 896 TO MD LINE

NEW CASTLE

167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00

D.I.

D.I. D.I. D.I. D.I.

R C

PCONC.

GRASS

CONC.

J.W. J.W.

SCALE

FEET

30 60 90

US 301 SB

US 301 NB

T. OLIVER

S. BEALL

N/A

CONSTRUCTION PLAN

CP-04

WRA

BARRIER SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

HIGH TENSION CABLE BARRIER 1800'4

M A

T C

H L

S T

M A

T C

H L

S T

M A

T C

H L

S T

M A

T C

H L

S T

DND

DND DNDDND

SEE NOTE 1

DND

4' MAINTENANCE STRIP1

4' MAINTENANCE STRIP

185+00 193+00

DND SEE NOTE 1DND

SEE NOTE 1

DND

SEE NOTE 1

NOTES:

EXISTING PIPES AND CULVERTS.

THE CONTRACTOR SHALL LAYOUT THE PROPOSED BARRIER TO ENSURE THE LINE POSTS SPAN

FACILITIES. POST SPACING SHALL BE ADJUSTED ACCORDINGLY TO AVOID CONFLICT.

THE CONTRACTOR SHALL COORDINATE WITH UTILITIES TO LOCATE THE EXISTING UNDERGROUND

SEE NOTE 2

INLET

PIPE &UTILITIES

MANHOLE

PIPE &

PIPE

UTILITY UTILITY

INLET

PIPE &

UTILITY

176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00

D.I.

R C

P CONC.

GRASS

CONC.

V E R -C -A

B A N

D O

N E D

VER-C-ABANDONED

V E R -C A

B A

N D

O N E D

-C A

B A N D O N

J.W.

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

A D

D \C

B .d g n

T202611302US 301 MEDIAN BARRIER,

SR 896 TO MD LINE

NEW CASTLE

185+00 186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00 D

D.I.

R C P

CONC.

GRASS

M A

T C

H L

S T

SCALE

FEET

30 60 90

US 301 NB

US 301 SB

M A

T C

H L

S T

M A

T C

H L

S T

M A

T C

H L

S T

T. OLIVER

S. BEALL

N/A

CONSTRUCTION PLAN

CP-05

WRA

BARRIER SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

HIGH TENSION CABLE BARRIER 900'5

EXISTING TYPE 1-31 GUARDRAIL

EXISTING TYPE 3-31 GUARDRAIL

EXISTING TYPE 1-31 GUARDRAIL

DND

4' MAINTENANCE STRIP

STA. 209+07

LINE POST

STA. 202+43

LINE POSTB

HIGH TENSION CABLE BARRIER 250'8

DND

203+00 211+00

NOTES:

EXISTING PIPES AND CULVERTS.

THE CONTRACTOR SHALL LAYOUT THE PROPOSED BARRIER TO ENSURE THE LINE POSTS SPAN

SEE NOTE 1

SEE NOTE 1 SEE NOTE 1

28'7 HIGH TENSION CABLE BARRIER END TERMINAL

BARRIER END SECTION SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

28'6 HIGH TENSION CABLE BARRIER END TERMINAL

INLET

PIPE

GUARDRAIL

UNDERDRAIN

GUARDRAIL

INLETS

PIPES &

INLET

PIPES &

194+00 195+00 196+00 197+00 198+00 199+00 200+00 201+00 202+00

D.I. D.I. D.I.

D.I.

" R

C P

" R

C P

14" x 23" RCP x

R C P

14" x 23" RCP

CONC.

GRASS

CONC.

J.W.

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

A D

D \C

B .d g n

T202611302US 301 MEDIAN BARRIER,

SR 896 TO MD LINE

NEW CASTLE

203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00

D D

D.I.

" R

C P

" R

C P

" R

C P

R C P

ASPHALT

CONC.

ASPHALT

GRASS

ASPHALT

CONC.

ASPHALT

OVERHEAD SIGN

J.W.

212+00 213+00 214+00 215+00 216+00 217+00 218+00 219+00 220+00

D.I.

" R

C P

CONC.

GRASS

CONC.

ASPHALT

OVERHEAD SIGN

V E R -C -A

B A

N D

O N E D

V E R -C

J.W. J.W.

J.W.

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

A D

D \C

B .d g n

T202611302US 301 MEDIAN BARRIER,

SR 896 TO MD LINE

NEW CASTLE

221+00

222+00 223+00

224+00 225+00 226+00 227+00

228+00

229+00

D.I.

" R

C P

ASPHALT

CONC.

GRASS

CONC.

J.W.

US 301 SB

US 301 NB

SCALE

FEET

30 60 90

M A

T C

H L

S T

M A T C

H L

E S

T A . 2

M A T C

H L

E S

T A

M A T C

H L

E S

T A

T. OLIVER

S. BEALL

N/A

CONSTRUCTION PLAN

CP-06

WRA

BARRIER SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

HIGH TENSION CABLE BARRIER 600'9

STA. 217+43

LINE POST

EXISTING TYPE 1-31 GUARDRAIL

EXISTING TYPE 3-31 GUARDRAIL

EXISTING TYPE 1-31 GUARDRAIL

DND

SEE NOTE 1

DND

US 301 SB

US 301 NB

DND

4' MAINTENANCE STRIP

4' MAINTENANCE STRIP R=5007'

STA. 222+81

LINE POST

HIGH TENSION CABLE BARRIER 677'12

221+00 229+00

SEE NOTE 1

EXISTING PIPES AND CULVERTS.

THE CONTRACTOR SHALL LAYOUT THE PROPOSED BARRIER TO ENSURE THE LINE POSTS SPAN

FACILITIES. POST SPACING SHALL BE ADJUSTED ACCORDINGLY TO AVOID CONFLICT.

THE CONTRACTOR SHALL COORDINATE WITH UTILITIES TO LOCATE THE EXISTING UNDERGROUND

NOTES:

FACILITIES. POST SPACING SHALL BE ADJUSTED ACCORDINGLY TO AVOID CONFLICT.

THE CONTRACTOR SHALL COORDINATE WITH UTILITIES TO LOCATE THE EXISTING UNDERGROUND

28'11 HIGH TENSION CABLE BARRIER END TERMINAL

BARRIER END SECTION SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

28'10 HIGH TENSION CABLE BARRIER END TERMINAL

303' TAPER

UTILITIES

GUARDRAIL

GAS

DND

SIGNS

230+00

231+00 232+00

233+00 234+00 235+00 236+00

237+00

238+00 D.I.

D.I.

R C P

" R

C P1 " R

C P

CONC.

GRASS

CONC.

J.W.

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

A D

D \C

B .d g n

T202611302US 301 MEDIAN BARRIER,

SR 896 TO MD LINE

NEW CASTLE

239+00 240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00

D.I. D.I.

" R

C P

" R

C P

" R

C P

R C P

CONC.

GRASS

CONC.

ASPHALT

OVERHEAD SIGN

J.W.

US 301 SB

US 301 NB

SCALE

FEET

30 60 90

US 301 SB

US 301 NB

M A T C

H L

E S

T A . 2

M A T C

H L

E S

T A

M A T C

H L

E S

T A . 2

M A

T C

H L

S T

T. OLIVER

S. BEALL

N/A

CONSTRUCTION PLAN

CP-07

WRA

BARRIER SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

HIGH TENSION CABLE BARRIER 913'13

GUARDRAIL SCHEDULE

NO. ITEM DESCRIPTION / TYPE BEGIN STA. OFFSET* LENGTH

375'14' RT.243+753 , TYPE 3-31GALVANIZED STEEL BEAM GUARDRAIL

DND

EXISTING TYPE 3-31 GUARDRAIL

EXISTING TYPE 1-31 GUARDRAIL

EXISTING TYPE 3-31 GUARDRAIL

DND

R=5007'

4' MAINTENANCE STRIP

STA. 238+54

LINE POST

R=5007'

4' (MIN.) MAINTENANCE STRIPTYPE 3-31 GUARDRAIL

SPLICE INTO EXISTING

239+00 247+00

DNDSEE NOTE 1

BARRIER END SECTION SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

28'14 HIGH TENSION CABLE BARRIER END TERMINAL

* OFFSET IS FROM FACE OF GUARDRAIL TO EDGE OF TRAVEL LANE

NOTES:

EXISTING PIPES AND CULVERTS.

THE CONTRACTOR SHALL LAYOUT THE PROPOSED BARRIER TO ENSURE THE LINE POSTS SPAN

FACILITIES. POST SPACING SHALL BE ADJUSTED ACCORDINGLY TO AVOID CONFLICT.

THE CONTRACTOR SHALL COORDINATE WITH UTILITIES TO LOCATE THE EXISTING UNDERGROUND

SEE NOTE 2

'18

INLET

PIPE &

INLET

PIPE &

GUARDRAIL

UTILITY

GUARDRAIL

RAMP FROM SR 299

(WARWICK ROAD)

RAMP TO SR 299 (WARWICK ROAD)

SCALE

FEET

30 60 90

US 301 NB

US 301 SB

M A

T C

H L

S T

M A

T C

H L

S T

M A

T C

H L

S T

M A

T C

H L

S T

T. OLIVER

S. BEALL

N/A

CONSTRUCTION PLAN

CP-08

WRA

EXISTING TYPE 1-31 GUARDRAIL

GUARDRAIL SCHEDULE

NO. ITEM DESCRIPTION / TYPE BEGIN STA. OFFSET LENGTH

50'13' LT.253+005 GUARDRAIL END TREATMENT ATTENUATOR, TYPE 3-31

550'13' LT.243+754 , TYPE 3-31GALVANIZED STEEL BEAM GUARDRAIL

EXISTING TYPE 1-31 GUARDRAIL

DND DND

4' (MIN.) MAINTENANCE STRIP

J.W.

J.W

J.W.J.W.

J.W. J.W.

257+00 265+00

EXISTING PIPES AND CULVERTS.

THE CONTRACTOR SHALL LAYOUT THE PROPOSED BARRIER TO ENSURE THE LINE POSTS SPAN

FACILITIES. POST SPACING SHALL BE ADJUSTED ACCORDINGLY TO AVOID CONFLICT.

THE CONTRACTOR SHALL COORDINATE WITH UTILITIES TO LOCATE THE EXISTING UNDERGROUND

* OFFSET IS FROM FACE OF GUARDRAIL TO EDGE OF TRAVEL LANE

S R

W A

R W

R O

A D

W A

R W

R O

A D

S R

W A

R W

R O

A D

BR 1-480S

BR 1-480N

GUARDRAILINLET

PIPE &

N 248+00 249+00 250+00 251+00 252+00 253+00 254+00 255+00 256+00

D.I. D.I.

" x

" R

C P

14" x 23" RCP

CONC.

GRASS

CONC.

ASPHALT

J.W.

J.W. J.W.

J.W.

J.W.J.W.

J.W.

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

A D

D \C

B .d g n

T202611302US 301 MEDIAN BARRIER,

SR 896 TO MD LINE

NEW CASTLE

257+00 258+00 259+00 260+00 261+00 262+00 263+00 264+00 265+00D.I.D.I.

D.I.

R C

D.I.

R C P

CONC.

GRASS

CONC.

S A

N D

Y B

R A

N C

R C

R C P

R C

R C P

D.I.

SCALE

FEET

30 60 90

US 301 SB

US 301 NB

M A

T C

H L

S T

M A

T C

H L

S T

M A

T C

H L

S T

M A

T C

H L

S T

T. OLIVER

S. BEALL

N/A

CONSTRUCTION PLAN

CP-09

WRA

BARRIER SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

HIGH TENSION CABLE BARRIER 782'20

EXISTING TYPE 1-31 GUARDRAIL

EXISTING TYPE 1-27 GUARDRAIL

EXISTING TYPE 1-31 GUARDRAIL

EXISTING TYPE 1-27 GUARDRAIL

DND DND DND

DND

STA. 275+75

LINE POST

275+00 283+00

4' MAINTENANCE STRIP

BARRIER END SECTION SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

28'19 HIGH TENSION CABLE BARRIER END TERMINAL

NOTES:

EXISTING PIPES AND CULVERTS.

THE CONTRACTOR SHALL LAYOUT THE PROPOSED BARRIER TO ENSURE THE LINE POSTS SPAN

FACILITIES. POST SPACING SHALL BE ADJUSTED ACCORDINGLY TO AVOID CONFLICT.

THE CONTRACTOR SHALL COORDINATE WITH UTILITIES TO LOCATE THE EXISTING UNDERGROUND

SEE NOTE 2 SEE NOTE 2 SEE NOTE 2

RAMP TO SR 299 (WARWICK ROAD)

RAMP FROM SR 29

9 (WARWICK ROAD)

BR 1-477S

BR 1-477N

INLET

PIPES & PIPE

GUARDRAIL

PIPE &INLET

INLET

PIPE &

INLET

PIPE &

INLET

PIPE &

SEE NOTE 1

DND

SANITARY

266+00 267+00 268+00 269+00 270+00 271+00 272+00 273+00 274+00D.I. D.I.

D.I.D.I.

D.I.

D.I. D.I.

D.I.

14" x 23" RCP

" R

C P

14" x 23" RCP18" RCP

" R

C P

D.I.

" R

C P

CONC.

GRASS

CONC.

D.I.

" R

C P

R C

18" RCP

" R

C P

18" RCP

J.W.

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

A D

D \C

B .d g n

T202611302US 301 MEDIAN BARRIER,

SR 896 TO MD LINE

NEW CASTLE

275+00 276+00 277+00 278+00 279+00 280+00 281+00 282+00 283+00

D.I.D.I. D.I. D.I.

D.I. D.I. D.I.

D.I.

" R

C P

" R

C P

18" RCP18" RCP18" RCP

" R

C P

" R

C P

CONC.

GRASS

CONC.

D.I.

" R

C P

18" RCP

R C P

SCALE

FEET

30 60 90

US 301 SB

US 301 NB

M A

T C

H L

S T

M A T C

H L

E S

T A 0 M

A T C

H L

E S

T A . 3

M A T C

H L

E S

T A . 2

T. OLIVER

S. BEALL

N/A

CONSTRUCTION PLAN

CP-10

WRA

BARRIER SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

HIGH TENSION CABLE BARRIER 1802'21

DND

DND DND

4' MAINTENANCE STRIP

R=7509'

DND

293+00 301+00

DND

SEE NOTE 2

DND

NOTES:

GUARDRAIL POSTS TO AVOID DAMAGE TO UNDERDRAIN OUTLET PIPES.

LOCATION AND DIRECTION OF ANY UNDERDRAIN OUTLET PIPES. EXERCISE CARE WHEN DRIVING

INSPECT EXISTING DRAINAGE INLETS PRIOR TO GUARDRAIL INSTALLATION TO CONFIRM THE

EXISTING PIPES AND CULVERTS.

THE CONTRACTOR SHALL LAYOUT THE PROPOSED BARRIER TO ENSURE THE LINE POSTS SPAN

SEE NOTE 1

'18

'R=7509'

EXISTING PIPES AND CULVERTS.

THE CONTRACTOR SHALL LAYOUT THE PROPOSED BARRIER TO ENSURE THE LINE POSTS SPAN

FACILITIES. POST SPACING SHALL BE ADJUSTED ACCORDINGLY TO AVOID CONFLICT.

THE CONTRACTOR SHALL COORDINATE WITH UTILITIES TO LOCATE THE EXISTING UNDERGROUND

SEE NOTE 1

SIGN

INLET

PIPE &

PIPE UNDERDRAIN PIPE

UNDERDRAIN

INLET & PIPE

284+00 285+00 286+00 287+00 288+00 289+00 290+00 291+00 292+00D.I.

D.I. D.I.

" R

C P

" R

C P

" R

C P

CONC.

GRASS

CONC.

J.W.

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

A D

D \C

B .d g n

T202611302US 301 MEDIAN BARRIER,

SR 896 TO MD LINE

NEW CASTLE

293+00 294+00

295+00 296+00 297+00 298+00 299+00 300+00

301+00D.I.

R C P

CONC.

GRASS

CONC.

J.W.

SCALE

FEET

30 60 90

US 301 SB

US 301 NB

M A T C

H L

E S

T A

M A T C

H L

E S

T A . 3

M A T C

H L

E S

T A

M A T C

H L

E S

T A . 3

T. OLIVER

S. BEALL

N/A

CONSTRUCTION PLAN

CP-11

WRA

BARRIER SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

HIGH TENSION CABLE BARRIER 26'22

EXISTING TYPE 1-31 GUARDRAIL

DND

STA. 301+69

LINE POSTB

STA. 309+93

LINE POST4' MAINTENANCE STRIP

4' MAINTENANCE STRIP

R=7509'

HIGH TENSION CABLE BARRIER 964'25

OVERHEAD SIGN

' 18

311+00 319+00

DND

SEE NOTE 2

DNDSEE NOTE 2

BARRIER END SECTION SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

28'24 HIGH TENSION CABLE BARRIER END TERMINAL

NOTES:

GUARDRAIL POSTS TO AVOID DAMAGE TO UNDERDRAIN OUTLET PIPES.

LOCATION AND DIRECTION OF ANY UNDERDRAIN OUTLET PIPES. EXERCISE CARE WHEN DRIVING

INSPECT EXISTING DRAINAGE INLETS PRIOR TO GUARDRAIL INSTALLATION TO CONFIRM THE

EXISTING PIPES AND CULVERTS.

THE CONTRACTOR SHALL LAYOUT THE PROPOSED BARRIER TO ENSURE THE LINE POSTS SPAN

28'23 HIGH TENSION CABLE BARRIER END TERMINAL

SEE NOTE 1SEE NOTE 1 SEE NOTE 1

4' MAINTENANCE STRIP

GUARDRAIL

INLET

PIPE &

UNDERDRAIN

INLET

PIPE &

PIPE

INLET

PIPE

B U

N K E R H

L R

O A

PIPE

302+00 303+00

304+00 305+00 306+00 307+00 308+00 309+00

310+00

" H

E R C P

D.I.

D.I. D.I.

D.I.

18" RCP

R C P

R C P x

R C P

14" x 23" RCP

" x

" R

C P1 x

R C P

14" x 23" RCP

" x

" R

C P

14" x 23" RCP

CONC.

GRASS

CONC.

J.W. J.W. J.W.

J.W.

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

\C A

D D

\C P

M B

.d g n

T202611302US 301 MEDIAN BARRIER,

SR 896 TO MD LINE

NEW CASTLE

311+00 312+00 313+00 314+00 315+00 316+00 317+00 318+00 319+00

" R

C P5

C P

D.I.

" x

" R

C P

18" RCP

R C P

CONC.

GRASS

18" RCP J.W.

SCALE

FEET

30 60 90

M A

T C

H L

S T

M A

T C

H L

S T

M A

T C

H L

S T

M…

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