T202500901 Construction Plans.pdf

04/06/2026

CONTRACT

COUNTY

DESIGNED BY:

CHECKED BY:

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INDEX OF SHEETS

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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

DESIGNED BY:

CHECKED BY:

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T202500901SR 1 MEDIAN BARRIER,

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PAVEMENT SECTION(S)

S.D.F.

P L

FOR CHANNELIZATION ISLANDS.)

P.C.C. SIDEWALK - 6" (USE 8" DEPTH

P.C.C. SIDEWALK - 4"

TOPSOIL, SEED AND MULCH

PAVEMENT REMOVAL -

PAVEMENT PATCH

LIMIT OF CONSTRUCTION

LATERAL OFFSET

CONSTRUCTION BASELINE

CLEAR ZONE

BUTT JOINT

BRICK PATTERNED SURFACE

ADJUST BY CONTRACTOR

ADJUST BY OTHERS

CONCRETE SAFETY BARRIER

CONVERT TO JUNCTION BOX

CONVERT TO DRAINAGE MANHOLE

DO NOT DISTURB

ENERGY DISSIPATOR

FILL WITH FLOWABLE FILL

RELOCATE BY CONTRACTOR

RELOCATE BY OTHERS

RELOCATE BY PROPERTY OWNER

REMOVE BY CONTRACTOR

REMOVE BY TRAFFIC CONTRACTOR

REMOVE BY OTHERS

LANDSCAPE PLANTINGS

SECTIONS FOR MATERIALS AND DEPTHS

RECONSTRUCTED PAVEMENT - SEE TYPICAL

AND OVERLAY PAVEMENT

ASPHALT MAINTENANCE STRIP

B.M.

T.P.

TV

E

EM

G

G.M.

G.V.

G.P.

S

S.V.

S.C.O.

B

T

T

J.W.

U

F.H.

W.M.

WV

D.I.

J.B.

C.B.

D

SIZE/TYPE LABEL

F.P.

LAMP

MB

P.M.

WL

C.M.

I.P.

100+00

TCE

RTE

R/W-DA

R/W

DA

LOC

LO

100+00

CZ

BFS

A

C

A

O

B

XXX

CJB

XXX

CMH

XXX

C

O

CO

SW

PC

XX

PC-N

XXX

DI

XXX

DND

ED

XXX

F

XXX

FES

XXX

FF

C

JB

XXX

MH

XXX

P

XXX

RL

C

RL

O

RL

PO

RM

C

RM

O

UD

XXX

UDO

XXX

M

XXX

LS

XXX

PEDESTRIAN CONNECTION / TYPE

F.H.

W.V.

ABANDON BY CONTRACTOR

ABANDON BY OTHERS

C

AB

AB

O

BEST MANAGEMENT PRACTICE

BUS STOP PAD / TYPE

BUS STOP WITH SHELTER PAD / TYPE

BSP

X

BSSP

X

BMP

XXXX

E

RR

XXX

CURB & GUTTER, TYPE 1

CURB & GUTTER, TYPE 2

CURB & GUTTER, TYPE 3

CURB OPENING - SUMP / ON GRADE

CURB/SW OPENING - ADJACENT CURB

GR

XXX

C

XXX

SURVEY CONTROL & MONUMENTATION

EXISTING PROPOSED IDFEATURE DESCRIPTION

EXISTING PROPOSED IDFEATURE DESCRIPTION

CURB, TYPE "X"

C&G, TYPE "X"

MANMADE ROADSIDE FEATURES

DRAINAGE FEATURES

EXISTING PROPOSEDFEATURE DESCRIPTION

UTILITY FEATURES

EXISTING PROPOSEDFEATURE DESCRIPTION

NATURAL ROADSIDE FEATURES

EXISTING PROPOSEDFEATURE DESCRIPTION

RIGHT-OF-WAY FEATURES

PE

PROPOSEDFEATURE DESCRIPTION

MISCELLANEOUS FEATURES

EXISTINGFEATURE DESCRIPTION

IDFEATURE DESCRIPTION

IDENTIFIERS

RIGHT-OF-WAY MONUMENT

WITHOUT DETECTABLE WARNING SYSTEM

PEDESTRIAN CONNECTION / TYPE

BOLLARD - STEEL POLE

BOLLARD - WOOD POST

CURB, TYPE 1 AND TYPE 3

CURB, TYPE 2

FENCE - CHAINLINK OR STRANDED

FENCE - STOCKADE OR SPLIT RAIL

FLAG POLE

GUARDRAIL - STEEL BEAM, TYPE 1

GUARDRAIL - STEEL BEAM, TYPE 2

GUARDRAIL - STEEL BEAM, TYPE 3

GUARDRAIL - WIRE ROPE

GUARDRAIL - END ANCHORAGE

GUARDRAIL - END TREATMENT, TYPE 1

GUARDRAIL - END TREATMENT, TYPE 2

GUARDRAIL - END TREATMENT, TYPE 3

IMPACT ATTENUATOR

LAMP AND POST - RESIDENTIAL

MAILBOX

PARKING METER AND POST

PAVEMENT - FLEXIBLE

PAVEMENT - RIGID

PILE - BRIDGE

PILLAR OR MISCELLANEOUS POST

TRAFFIC SIGN AND POST

WALL - BRICK OR BLOCK

WALL - STONE

BIOFILTRATION SWALE

DITCH OR STREAM (V-SHAPE / TRAPEZOIDAL)

DIRECTIONAL STREAM FLOW ARROW

DRAINAGE INLET

DRAINAGE JUNCTION BOX

DRAINAGE MANHOLE

DRAINAGE PIPE AND FLOW ARROW

FLARED END SECTION

RIPRAP - AREA FEATURE

RIPRAP - LINEAR FEATURE

SAFETY END STRUCTURE

UNDERDRAIN

UNDERDRAIN OUTLET

WELL HEAD

WATER VALVE

WATER METER

WATER - FIRE HYDRANT

WATER - UNDERGROUND

UTILITY TEST HOLE LOCATION

UTILITY POLE

UTILITY POLE GUY WIRE ANCHOR

UTILITY BOX

TRAFFIC - SIGNAL POLE AND BASE

TRAFFIC - SIGNAL CABINET & BASE

TRAFFIC - PEDESTRIAN POLE & BASE

TRAFFIC - LIGHT POLE AND BASE

TRAFFIC - CONDUIT JUNCTION WELL

COMMUNICATIONS TEST POINT

COMMUNICATIONS MANHOLE

TELEPHONE BOOTH

SOIL BORING LOCATION

SIGNALIZATION - UNDERGROUND

SEPTIC DRAIN FIELD

SANITARY SEWER CLEANOUT OR VENT

SANITARY SEWER VALVE

SANITARY SEWER MANHOLE

SANITARY - UNDERGROUND

RAILROAD TRACKS

MANHOLE - UNDETERMINED OWNER

LUMINAIRE - POLE MOUNTED

LIGHTING - UNDERGROUND

ITMS - UNDERGROUND

IRRIGATION - UNDERGROUND

GAS PUMP - SERVICE STATION

GAS VALVE

GAS METER

GAS MANHOLE

GAS - UNDERGROUND

ELECTRIC TRANSFORMER

ELECTRIC METER

ELECTRIC MANHOLE

ELECTRIC - UNDERGROUND

COMMUNICATIONS - UNDERGROUND

COMMUNICATIONS DISTRIBUTION BOX HEDGEROW OR THICKET

MARSH BOUNDARY LINE

TREE - CONIFEROUS

TREE - DECIDUOUS

TREE STUMP

SHRUBBERY

WETLAND BOUNDARY - DELINEATED

WOODS LINE BOUNDARY

DENIAL OF ACCESS

EASEMENT - OTHERS

PERMANENT EASEMENT

PROPERTY LINE

PROPERTY MARKER - CONCRETE

PROPERTY MARKER - IRON PIPE

RIGHT-OF-WAY BASELINE

RIGHT-OF-WAY LINE

RIGHT-OF-WAY & DENIAL OF ACCESS

RIGHT-TO-ENTER

TEMPORARY CONSTRUCTION EASEMENT

POINT OF CURVATURE OR TANGENCY

POINT OF INTERSECTING TANGENTS

SURVEY BENCHMARK LOCATION

SURVEY NGS POINT LOCATION

SURVEY TIE POINT LOCATION

SURVEY TRAVERSE POINT

RM

TC

WELL

DA

R/W-DA

EASEMENT TYPE

PE

100+00

DADADA

R/W

R/W-DA

PEPE

TCETCE

PEPEPE

100+00100+00100+00

PE

TCETCETCETCETCE

UTILITY MARKER UM

RIGHT-OF-WAY BY PE

CD

C

CT

R/W-PE

R/W

BARRIER - HIGH TENSION CABLE (HTCB)

BARRIER - DOUBLE-FACED, PERMANENT

TEST LEVEL 4 / TEST LEVEL 5

BARRIER - SINGLE-FACED, PERMANENT,

CURB/SW OPENING - NON-ADJACENT CURB

BARRIER - HTCB END TERMINAL

B

XXX

BARRIER, TYPE "X"

G

E

S

SES

XXX

C

PROPOSEDFEATURE DESCRIPTION

EROSION & SEDIMENT CONTROL

CFL

CFL

DWB

ED

PST

SB

SBD

SSF

SSF

RSF

SP

ST

ST

ST

RSF

SCE

SF

SF

SW

ST

T

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

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LEGEND

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PROJECT NOTES

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.

MISCELLANEOUS

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,"7.

PREPARED.

THERE ARE NO ENVIRONMENTAL PERMITS REQUIRED FOR THIS PROJECT; THEREFORE, NO ENVIRONMENTAL COMPLIANCE SHEET WAS8.

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. ALL9.

COMPANY REQUIREMENTS.

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.

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

OBJECTS/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.

REMOVAL OF GUARDRAIL AND FENCE.

EXCAVATED MATERIAL AS DETERMINED BY THE ENGINEER. PAYMENT FOR THIS WORK SHALL BE INCIDENTAL TO ITEM 211002 -

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.

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.

MANUFACTURER DESIGN DETAILS AND SPECIFICATIONS.

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

THE LOCATION OF THE FIRST AND LAST LINE POST ALONG EACH SEGMENT OF PROPOSED HIGH TENSION CABLE BARRIER.

FIELD SURVEY WAS NOT COMPLETED AND THE BASELINE STATIONING IS PROVIDED FOR REFERENCE ONLY TO APPROXIMATE6.

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.

TOTAL ADDED IMPERIVOUS FOR THE PROJECT -0.66 AC

TOTAL AMOUNT OF DISTURBED AREA FOR THE PROJECT 15.08 AC

GENERAL NOTES

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

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.

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

APPROVAL FROM THE ENGINEER.

GENERAL EROSION AND SEDIMENT CONTROL (E&S) NOTES

FLEXIBLE DELINEATORSa.

TO THE FOLLOWING:

ITEMS TO BE REMOVED UNDER ITEM 211000 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS SHALL INCLUDE, BUT NOT BE LIMITED4.

CONTRACT

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

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SUSSEX

WRA

T. OLIVER

S. BEALL

N/A

NOTES

WRA

NOT TO SCALE

HUC-10 WATERSHED DELAWARE BAY

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.

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

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.

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.

03/30/2026______________________

STORMWATER ENGINEER

DELAWARE DEPARTMENT OF TRANSPORTATION

EXPIRES: 3/30/2031

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N

-0

\C A

D D

\T S

S

R

M B

.d g n

:3

:3

A

M

/2

/2

T202500901SR 1 MEDIAN BARRIER,

SR 30 TO SR 16

SUSSEX

WRA

T. OLIVER

S. BEALL

N/A

TYPICAL SECTIONS

WRA

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

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

64-22

EXIST SLOPEEXIST SLOPE EXIST SLOPE

0'-4' SHLDR.

BASELINE

CONSTRUCTION

8'-12'

12' VARIES

EXIST SLOPE

LANE

VARIES

LOC

11'-12'

LANE

12'

LANE

12'

LANE

LOC

4' SHLDR.

PAVEMENT (TYP.)

EXISTING

EXIST SLOPE EXIST SLOPE

PAVEMENT (TYP.)

EXISTING.

EXIST SLOPEEXIST SLOPE EXIST SLOPE

4' SHLDR.

BASELINE

CONSTRUCTION

8'-12'

12' VARIES

EXIST SLOPE

LANE

VARIES

LOC

PAVEMENT (TYP.)

EXISTING

12'

LANE

11'-12'

LANE

12'

LANE

LOC

0'-4' SHLDR.

EXIST SLOPE EXIST SLOPE

PAVEMENT (TYP.)

EXISTING

EXIST SLOPE

0'-4' SHLDR.

BASELINE

CONSTRUCTION

8'-12'

12' VARIES

EXIST SLOPE

LANE

VARIES

LOC

11'-12'

LANE

12'

LANE

12'

LANE

LOC

4' SHLDR.

EXIST SLOPE

EXIST SLOPE

PAVEMENT (TYP.)

EXISTING.

EXIST SLOPE EXIST SLOPE

PAVEMENT (TYP.)

EXISTING.

EXIST SLOPE

4' SHLDR.

BASELINE

CONSTRUCTION

8'-12'

12' VARIES

EXIST SLOPE

LANE

VARIES

LOC

12'

LANE

11'-12'

LANE

12'

LANE

LOC

0'-4' SHLDR.

EXIST SLOPE

EXIST SLOPE

PAVEMENT (TYP.)

EXISTING

EXIST SLOPE EXIST SLOPE

PAVEMENT (TYP.)

EXISTING

D

E

G

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

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

SR 1 MEDIAN - NORMAL SECTION

STATION 440+06 TO STATION 461+45

STATION 421+55 TO STATION 436+90

SR 1 MEDIAN - NORMAL SECTION

STATION 346+30 TO STATION 413+33

STATION 314+60 TO STATION 337+55

STATION 296+60 TO STATION 305+80

STATION 251+60 TO STATION 282+50

STATION 229+60 TO STATION 242+80

STATION 209+85 TO STATION 220+80

STATION 135+10 TO STATION 201+75

STATION 116+67 TO STATION 126+32

STATION 1+72 TO STATION 82+00

SR 1 MEDIAN - SUPERELEVATED SECTION

STATION 337+55 TO STATION 346+30

STATION 305+80 TO STATION 314+60

STATION 282+50 TO STATION 296+60

STATION 242+80 TO STATION 251+60

STATION 220+80 TO STATION 229+60

STATION 201+75 TO STATION 209+85

STATION 82+00 TO STATION 135+10

SR 1 MEDIAN - SUPERELEVATED SECTION

STATION 436+90 TO STATION 444+60

STATION 418+55 TO STATION 421+55

SEE DETAIL (THIS SHEET)SEE DETAIL (THIS SHEET)

SEE DETAIL (THIS SHEET)

SEE DETAIL (THIS SHEET)

E B

2.5"

D E

F

6"

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.

O.G.

PAVEMENT

MAINTENANCE

HTCB DETAIL

NOT TO SCALE

ITEM 908026 - EROSION CONTROL MULCH

ITEM 908014 - PERMANENT GRASS SEEDING, DRY GROUND

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

E

F

E

F

E

F

E

F

ITEM 302003 - DELAWARE NO. 8 STONEB

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

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

64-22

D

E

G

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

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

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

CONTRACT

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N

-0

\C

A D

D \T

S S

R M

B .d g n

:3

:3

A

M

/2

/2

T202500901SR 1 MEDIAN BARRIER,

SR 30 TO SR 16

SUSSEX

WRA

T. OLIVER

S. BEALL

N/A

TYPICAL SECTIONS

WRA

NOT TO SCALE

EXIST SLOPE

4' SHLDR.

BASELINE

CONSTRUCTION

12' VARIES

LANE

12'

LANE

11'-12'

LANE

12'

LANE

0'-4' SHLDR.

EXIST SLOPE

EXIST SLOPE

PAVEMENT (TYP.)

EXISTING

EXIST SLOPE EXIST SLOPEEXIST SLOPE

0'-4' SHLDR.

12'VARIES

EXIST SLOPE

LANE

VARIES

LOC

11'-12'

LANE

12'

LANE

12'

LANE

LOC

4' SHLDR.

PAVEMENT (TYP.)

EXISTING

BASELINE

CONSTRUCTION

E

G

4' MIN.

EXIST SLOPE

EXIST SLOPE

EXIST SLOPE

EXIST SLOPE

4' SHLDR.

BASELINE

CONSTRUCTION

12'VARIES

LANE

12'

LANE

11'-12'

LANE

12'

LANE

0'-4' SHLDR.

EXIST SLOPE

EXIST SLOPE

PAVEMENT (TYP.)

EXISTING

EXIST SLOPE EXIST SLOPE

0'-4' SHLDR.

12' VARIES

EXIST SLOPE

LANE

11'-12'

LANE

12'

LANE

12'

LANE

4' SHLDR.

PAVEMENT (TYP.)

EXISTING

PAVEMENT (TYP.)

EXISTING

BASELINE

CONSTRUCTION

EXIST SLOPE

EXIST SLOPE

EXIST SLOPE

G

EXIST SLOPE

VARIES

LOCLOC

4' MIN.

EXIST SLOPE

E

G

EXIST SLOPE

VARIES

LOC LOC

4' MIN.

EXIST SLOPE

E

G

EXIST SLOPE

VARIES

LOC LOC

4' MIN.

0'-4' SHLDR.

EXIST SLOPE

E

H

8"

4' MIN.

8"

8" 8"

8"

10:1 MAX

10:1 MAX 10:1 MAX

10:1 MAX 10:1 MAX

SR 1 MEDIAN - NORMAL SECTION

STATION 103+75 TO STATION 115+77

SR 1 MEDIAN - NORMAL SECTION

STATION 444+60 TO STATION 461+45

STATION 421+55 TO STATION 436+90

SR 1 MEDIAN - SUPERELEVATED SECTION

STATION 357+00 TO STATION 365+23

STATION 285+25 TO STATION 294+30

STATION 100+40 TO STATION 103+75

SR 1 MEDIAN - SUPERELEVATED SECTION

STATION 414+10 TO STATION 417+65

STATION 364+00 TO STATION 365+23

STATION 111+86 TO STATION 112+58

STATION 108+75 TO STATION 110+45

VARIES PAVEMENT

MAINTENANCE

MAX.

10:1

OR 10:1

MAXMATCH EXIST.

8" (MIN.)

E D

G E

O F

T R

A V

E L

L A

N E

PAVEMENT

EXISTING

6"

BE

G

2.5"

D

O.G.

O.G.

NOTES:

REFER TO CONSTRUCTION PLANS FOR OFFSET.1.

SEE NOTE 1

NOT TO SCALE

DETAIL

TYPE 3-31 GUARDRAIL

2' (MIN.)

(THIS SHEET)

SEE DETAIL

PAVEMENT (TYP.)

EXISTING

(THIS SHEET)

SEE DETAIL

(THIS SHEET)

SEE DETAIL

PAVEMENT (TYP.)

EXISTING

(THIS SHEET)

SEE DETAIL

(THIS SHEET)

SEE DETAIL

PAVEMENT (TYP.)

EXISTING

E

VARIESPAVEMENT

MAINTENANCE

MAX.

10:1

OR 10:1 MAX

MATCH EXIST.

8" (MIN.)

E D

G E

O F

T R

A V

E L

L A

N E

PAVEMENT

EXISTING

6"

B E

H

2.5"

D

O.G.

O.G.

NOTES:

REFER TO CONSTRUCTION PLANS FOR OFFSET.1.

SEE NOTE 1

NOT TO SCALE

DETAIL

TYPE 1-31 GUARDRAIL

2' (MIN.)

4' (MIN.) TO

TRAVEL LANE

4' (MIN.) TO

TRAVEL LANE

N59°1 0'52.8

8"W

N32°31'25.19"W

.6

P C

.9

T

1.

.0

O

B

.6

P I

1.

P I

5+00 10+00

15+00 20+0

25+0

30+0

35+0

40+0

45+0

50+0

55+0

60+0

65+0

70+0

75+0

80+0

85+00

90+00 95+00 100+00

105+00 110+00

115+00 120+00

125+00 130+00

135+00

140+00

145+00

150+00

CONTRACT

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N

-0

\C

A D

D \H

V S

R M

B .d g n

:3

:3

A

M

/2

/2

T202500901SR 1 MEDIAN BARRIER,

SR 30 TO SR 16

SUSSEX

WRA

N24°23'14.63"W

N16°26'15.05"W

N24°39'36.77"W N36°49'29

.37"W

N °2

'3 .3 "W

.7

C 2 1.

1+

.3

296+61.80

PT

1+

.3

.1

P I

.6

P I

.4

P

I

.6

P I

150+00 155+00 160+00 165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00

215+00 220+00

225+00 230+00 235+00 240+00 245+00 250+00

255+00 260+00

265+00 270+00

275+00 280+00

+00

0+

VERTICAL CONTROL

HORIZONTAL AND

T. OLIVER

S. BEALL

N/A

WRA

SCALE

FEET

500 1000 1500

CONSTRUCTION ALIGNMENT CONTROL

POINT NO. STATION OFFSET NORTHING EASTING

DATUM REFERENCE:

BENCHMARKS ARE NOT PROVIDED.

SURVEY WAS NOT CONDUCTED FOR THIS PROJECT AND VERTICAL

PLANE COORDINATE SYSTEM BASED ON 2022 AERIAL MAPPING. A FIELD

HORIZONTAL - THIS PROJECT IS REFERENCED TO THE DELAWARE STATE

N

M A T C

H L

IN

E S

T A

M A T C

H L

IN

E S

T A

MATCH LINE STA. 300+00 (HV-02)

SR 1 (C

OASTAL HIGHWAY)

SR 1 (COASTAL HIGHWAY)

D E E P B

R A

N C

H R

O A

D

R E Y N O

LD

S R

O A D R

O A D

S R 5 (U

N

IO

N S

T R E E T

P R

IM

E H O

O K R

O A D

SYLVAN A

CRES

ROAD

T R

U

IT

T R

O A

D C L

IF

T O

N R

O A

D

DANIELS ROAD

S L A U

G H T E R N

E C

K R

O A D

B A K E R S F

IE

L D R

O A D

ROAD

ARGOS C

ORNER

N

30048 70+00.00 0.00 297429.8639 689909.1423

30047 65+00.00 0.00 297173.7027 690338.5389

30046 60+00.00 0.00 296917.5415 690767.9355

30045 55+00.00 0.00 296661.3804 691197.3321

30044 50+00.00 0.00 296405.2192 691626.7288

30043 45+00.00 0.00 296149.0580 692056.1254

30042 40+00.00 0.00 295892.8969 692485.5220

30041 35+00.00 0.00 295636.7357 692914.9186

30040 30+00.00 0.00 295380.5745 693344.3152

30039 25+00.00 0.00 295124.4134 693773.7119

30038 20+00.00 0.00 294868.2522 694203.1085

30037 15+00.00 0.00 294612.0910 694632.5051

30036 10+00.00 0.00 294355.9299 695061.9017

30035 5+00.00 0.00 294099.7687 695491.2983

30000 0+00.00 0.00 293843.6075 695920.6950

30059 150+00.00 0.00 303574.0271 685082.6048

30058 145+00.00 0.00 303118.6398 685289.0569

30057 140+00.00 0.00 302663.2526 685495.5089

30056 125+00.00 0.00 301334.3513 686186.7104

30055 120+00.00 0.00 300912.7665 686455.5343

30054 115+00.00 0.00 300491.1818 686724.3583

30053 110+00.00 0.00 300069.5971 686993.1822

30052 100+00.00 0.00 299234.9228 687543.3922

30051 90+00.00 0.00 298509.0446 688228.3937

30050 80+00.00 0.00 297942.1862 689050.3491

30049 75+00.00 0.00 297686.0250 689479.7457

30074 255+00.00 0.00 313146.3778 680842.1192

30073 240+00.00 0.00 311864.5331 681611.2113

30072 235+00.00 0.00 311410.1341 681819.8293

30071 220+00.00 0.00 310019.2582 682376.1381

30070 215+00.00 0.00 309539.6937 682517.6229

30069 200+00.00 0.00 308127.8996 683018.0843

30068 195+00.00 0.00 307672.5124 683224.5363

30067 190+00.00 0.00 307217.1251 683430.9884

30066 185+00.00 0.00 306761.7379 683637.4404

30065 180+00.00 0.00 306306.3506 683843.8925

30064 175+00.00 0.00 305850.9634 684050.3445

30063 170+00.00 0.00 305395.5761 684256.7966

30062 165+00.00 0.00 304940.1889 684463.2487

30061 160+00.00 0.00 304484.8016 684669.7007

30060 155+00.00 0.00 304029.4144 684876.1528

30081 300+00.00 0.00 316004.1331 677650.5349

30080 285+00.00 0.00 315536.2258 679030.0809

30079 280+00.00 0.00 315147.5572 679343.6929

30078 275+00.00 0.00 314747.3213 679643.3782

30077 270+00.00 0.00 314347.0855 679943.0634

30076 265+00.00 0.00 313946.8496 680242.7487

30075 260+00.00 0.00 313546.6137 680542.4339

5 5

30018

N °2 '3 .3 "W

N5 8°0

5'1 9.1

8"W

N28°16'25.09"W

N5 8°0

6'5 7.3

9"W

N7 0° '2 7.

"W

N51 °23 '52.

48"W

.2

1+

.4

305+83.94

PC

.8

.4

.15

.0

P O E

.76

P I

.7

P I

.0

P I

.0

P I

.8

P I

0+

+0

0+

5+

0+

5+

+00

345+00 350+00 355+00 360+00

5+

0+

5+

0+

5+

0+

5+

0+

5+

+0

+0

0+

5+

0+

5+

0+

+00

+00

+00

+00

CONTRACT

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N

-0

\C A

D D

\H V

S

R

M B

.d g n

:3

:3

A

M

/2

/2

T202500901SR 1 MEDIAN BARRIER,

SR 30 TO SR 16

SUSSEX

WRA

VERTICAL CONTROL

HORIZONTAL AND

T. OLIVER

S. BEALL

N/A

WRA

SCALE

FEET

500 1000 1500

DATUM REFERENCE:

BENCHMARKS ARE NOT PROVIDED.

SURVEY WAS NOT CONDUCTED FOR THIS PROJECT AND VERTICAL

PLANE COORDINATE SYSTEM BASED ON 2022 AERIAL MAPPING. A FIELD

HORIZONTAL - THIS PROJECT IS REFERENCED TO THE DELAWARE STATE

N

M

ATCH LINE STA. 300+00 (HV-01)

SR 1

(C

OAS

TAL H

IGHWAY)

W

IL

K

IN

S R

O A

D

JO

H

N S

O N R

O A

D

W A Y

S U

G A R M

A P

LE

B R

IC

K G

R A

N A R

Y R

O A

D

P

IN

E H

A V E

N R

O A

D

S L A

U G

H T E R B

E A C

H R

O A

D

ARGOS C

ORNER R

OAD

L A

D Y S

L

IP

P E R L

A N E

S H

A R P S R

O A

D

30034 462+00.00 0.00 324516.6352 664304.9212

30105 460+00.00 0.00 324391.8536 664461.2208

30104 455+00.00 0.00 324079.8995 664851.9696

30103 450+00.00 0.00 323767.9455 665242.7185

30102 445+00.00 0.00 323455.9914 665633.4674

30101 435+00.00 0.00 322993.2673 666512.7854

30100 430+00.00 0.00 322825.0569 666983.6413

30099 425+00.00 0.00 322656.8466 667454.4972

30098 415+00.00 0.00 322257.7331 668368.4799

30097 410+00.00 0.00 321993.6321 668793.0392

30096 405+00.00 0.00 321729.5310 669217.5986

30095 400+00.00 0.00 321465.4300 669642.1579

30094 395+00.00 0.00 321201.3289 670066.7172

30093 390+00.00 0.00 320937.2279 670491.2766

30092 385+00.00 0.00 320673.1268 670915.8359

30091 380+00.00 0.00 320409.0258 671340.3953

30090 375+00.00 0.00 320144.9247 671764.9546

30089 370+00.00 0.00 319880.8237 672189.5140

30088 355+00.00 0.00 318897.4067 673288.0695

30087 350+00.00 0.00 318457.0589 673524.9110

30086 335+00.00 0.00 317364.8687 674507.9798

30085 330+00.00 0.00 317100.5655 674932.4134

30084 325+00.00 0.00 316836.2623 675356.8469

30083 320+00.00 0.00 316571.9591 675781.2804

30082 305+00.00 0.00 316025.9929 677151.0130

8 8

9 9

30019

2 3

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N

-0

\C A

D D

\H V

S

R

M B

.d g n

:3

:3

A

M

/2

/2

T202500901SR 1 MEDIAN BARRIER,

SR 30 TO SR 16

SUSSEX

WRA

NOT TO SCALE

VERTICAL CONTROL

HORIZONTAL AND

T. OLIVER

S. BEALL

N/A

WRA

CIRCULAR CURVE 1

CIRCULAR CURVE 2

CIRCULAR CURVE 3

CIRCULAR CURVE 4

CIRCULAR CURVE 5

CIRCULAR CURVE 6

CIRCULAR CURVE 7

CIRCULAR CURVE 8

CIRCULAR CURVE 9

CIRCULAR CURVE 10

CIRCULAR CURVE 11

TANGENT DIRECTION: N32°31'25.19"W

RADIAL DIRECTION: N57°28'34.81"E

CHORD DIRECTION: N45°51'09.04"W

RADIAL DIRECTION: N30°49'07.12"E

TANGENT DIRECTION: N59°10'52.88"W

EXTERNAL: 128.30

MIDDLE ORDINATE: 124.84

CHORD: 2136.90

TANGENT: 1098.03

LENGTH: 2156.30

DEGREE OF CURVE(ARC): 01°14'10.5721"

DELTA: 26°39'27.6890" RIGHT

RADIUS: 4634.57

PT (30003) 103+74.95 299542.5776 687329.2368

CC (30002) 302034.3436 691236.9633

HPI (30501) 93+16.68 298616.7526 687919.5901

PC (30001) 82+18.65 298054.2076 688862.5704

STATION NORTHING EASTING

ELEMENT: CIRCULAR

TANGENT DIRECTION: N24°23'14.63"W

RADIAL DIRECTION: N65°36'45.37"E

CHORD DIRECTION: N28°27'19.91"W

RADIAL DIRECTION: N57°28'34.81"E

TANGENT DIRECTION: N32°31'25.19"W

EXTERNAL: 15.61

MIDDLE ORDINATE: 15.57

CHORD: 876.67

TANGENT: 439.44

LENGTH: 877.41

DEGREE OF CURVE(ARC): 00°55'38.3093"

DELTA: 08°08'10.5629" RIGHT

RADIUS: 6178.72

PT (30006) 135+09.02 302216.0778 685698.2378

CC (30005) 304767.2970 691325.6590

HPI (30502) 130+71.05 301815.8450 685879.6853

PC (30004) 126+31.61 301445.3207 686115.9505

STATION NORTHING EASTING

ELEMENT: CIRCULAR

TANGENT DIRECTION: N16°26'15.05"W

RADIAL DIRECTION: N73°33'44.95"E

CHORD DIRECTION: N20°24'44.84"W

RADIAL DIRECTION: N65°36'45.37"E

TANGENT DIRECTION: N24°23'14.63"W

EXTERNAL: 14.08

MIDDLE ORDINATE: 14.05

CHORD: 809.62

TANGENT: 405.79

LENGTH: 810.27

DEGREE OF CURVE(ARC): 00°58'52.0931"

DELTA: 07°56'59.5812" RIGHT

RADIUS: 5839.73

PT (30009) 209+86.61 309047.2895 682662.8957

CC (30008) 310699.7558 688263.9525

HPI (30503) 205+82.13 308658.0869 682777.7212

PC (30007) 201+76.34 308288.5060 682945.2726

STATION NORTHING EASTING

ELEMENT: CIRCULAR

TANGENT DIRECTION: N24°39'36.77"W

RADIAL DIRECTION: N65°20'23.23"E

CHORD DIRECTION: N20°32'55.91"W

RADIAL DIRECTION: N73°33'44.95"E

TANGENT DIRECTION: N16°26'15.05"W

EXTERNAL: 15.79

MIDDLE ORDINATE: 15.75

CHORD: 877.58

TANGENT: 439.92

LENGTH: 878.34

DEGREE OF CURVE(ARC): 00°56'10.1992"

DELTA: 08°13'21.7225" LEFT

RADIUS: 6120.26

PT (30012) 229+61.07 310920.3576 682044.6894

CC (30011) 308366.7659 676482.6126

HPI (30504) 225+22.66 310520.5555 682228.2416

PC (30010) 220+82.73 310098.6116 682352.7267

STATION NORTHING EASTING

ELEMENT: CIRCULAR

TANGENT DIRECTION: N36°49'29.37"W

RADIAL DIRECTION: N53°10'30.63"E

CHORD DIRECTION: N30°44'33.07"W

RADIAL DIRECTION: N65°20'23.23"E

TANGENT DIRECTION: N24°39'36.77"W

EXTERNAL: 23.45

MIDDLE ORDINATE: 23.32

CHORD: 877.90

TANGENT: 441.44

LENGTH: 879.55

DEGREE OF CURVE(ARC): 01°22'58.9519"

DELTA: 12°09'52.5988" LEFT

RADIUS: 4142.74

PT (30015) 251+62.60 312876.2978 681044.3475

CC (30014) 310393.2644 677728.2047

HPI (30505) 247+24.48 312522.9401 681308.9316

PC (30013) 242+83.04 312121.7632 681493.1150

STATION NORTHING EASTING

ELEMENT: CIRCULAR

TANGENT DIRECTION: N87°29'39.30"W

RADIAL DIRECTION: N02°30'20.70"E

CHORD DIRECTION: N62°09'34.34"W

RADIAL DIRECTION: N53°10'30.63"E

TANGENT DIRECTION: N36°49'29.37"W

EXTERNAL: 168.63

MIDDLE ORDINATE: 152.41

CHORD: 1356.20

TANGENT: 750.26

LENGTH: 1401.42

DEGREE OF CURVE(ARC): 03°36'56.0812"

DELTA: 50°40'09.9275" LEFT

RADIUS: 1584.69

PT (30018) 296+61.80 315989.3473 677988.4068

CC (30017) 314406.1705 677919.1246

HPI (30506) 290+10.64 315956.5464 678737.9448

PC (30016) 282+60.39 315355.9881 679187.6258

STATION NORTHING EASTING

ELEMENT: CIRCULAR

TANGENT DIRECTION: N58°05'19.18"W

RADIAL DIRECTION: N31°54'40.82"E

CHORD DIRECTION: N72°47'29.24"W

RADIAL DIRECTION: N02°30'20.70"E

TANGENT DIRECTION: N87°29'39.30"W

EXTERNAL: 57.65

MIDDLE ORDINATE: 55.76

CHORD: 864.38

TANGENT: 446.82

LENGTH: 873.94

DEGREE OF CURVE(ARC): 03°21'53.0423"

DELTA: 29°24'20.1228" RIGHT

RADIUS: 1702.83

PT (30021) 314+57.88 316285.3886 676241.4722

CC (30020) 317730.8670 677141.6002

HPI (30507) 310+30.76 316049.1975 676620.7617

PC (30019) 305+83.94 316029.6628 677067.1529

STATION NORTHING EASTING

ELEMENT: CIRCULAR

TANGENT DIRECTION: N28°16'25.09"W

RADIAL DIRECTION: N61°43'34.91"E

CHORD DIRECTION: N43°10'52.13"W

RADIAL DIRECTION: N31°54'40.82"E

TANGENT DIRECTION: N58°05'19.18"W

EXTERNAL: 58.61

MIDDLE ORDINATE: 56.64

CHORD: 865.80

TANGENT: 447.98

LENGTH: 875.65

DEGREE OF CURVE(ARC): 03°24'17.6535"

DELTA: 29°48'54.0895" RIGHT

RADIUS: 1682.74

PT (30024) 346+28.46 318129.8425 673700.9047

CC (30023) 318926.9293 675182.8887

HPI (30508) 342+00.79 317735.3090 673913.1050

PC (30022) 337+52.81 317498.5041 674293.3801

STATION NORTHING EASTING

ELEMENT: CIRCULAR

TANGENT DIRECTION: N58°06'57.39"W

RADIAL DIRECTION: N31°53'02.61"E

CHORD DIRECTION: N43°11'41.24"W

RADIAL DIRECTION: N61°43'34.91"E

TANGENT DIRECTION: N28°16'25.09"W

EXTERNAL: 58.06

MIDDLE ORDINATE: 56.11

CHORD: 856.90

TANGENT: 443.40

LENGTH: 866.66

DEGREE OF CURVE(ARC): 03°26'36.0734"

DELTA: 29°50'32.3033" LEFT

RADIUS: 1663.95

PT (30027) 364+35.26 319582.5279 672669.0435

CC (30026) 318169.6345 671790.1402

HPI (30509) 360+12.00 319348.3223 673045.5440

PC (30025) 355+68.60 318957.8206 673255.5758

STATION NORTHING EASTING

ELEMENT: CIRCULAR

TANGENT DIRECTION: N70°20'27.76"W

RADIAL DIRECTION: N19°39'32.24"E

CHORD DIRECTION: N64°13'42.57"W

RADIAL DIRECTION: N31°53'02.61"E

TANGENT DIRECTION: N58°06'57.39"W

EXTERNAL: 16.17

MIDDLE ORDINATE: 16.08

CHORD: 602.29

TANGENT: 302.87

LENGTH: 603.43

DEGREE OF CURVE(ARC): 02°01'33.3371"

DELTA: 12°13'30.3681" LEFT

RADIUS: 2828.13

PT (30030) 421+23.43 322530.1602 667809.1187

CC (30029) 319866.8801 666857.6783

HPI (30510) 418+22.86 322428.2697 668094.3314

PC (30028) 415+20.00 322268.2952 668351.5007

STATION NORTHING EASTING

ELEMENT: CIRCULAR

TANGENT DIRECTION: N51°23'52.48"W

RADIAL DIRECTION: N38°36'07.52"E

CHORD DIRECTION: N60°52'10.12"W

RADIAL DIRECTION: N19°39'32.24"E

TANGENT DIRECTION: N70°20'27.76"W

EXTERNAL: 32.13

MIDDLE ORDINATE: 31.70

CHORD: 765.18

TANGENT: 387.88

LENGTH: 768.67

DEGREE OF CURVE(ARC): 02°27'51.7977"

DELTA: 18°56'35.2822" RIGHT

RADIUS: 2324.95

PT (30033) 444+56.83 323429.0548 665667.2077

CC (30032) 325245.9975 667117.7625

HPI (30511) 440+76.03 323187.0552 665970.3328

PC (30031) 436+88.15 323056.5652 666335.6013

STATION NORTHING EASTING

ELEMENT: CIRCULAR

J.W.

D.I.

D.I.

C

M P

C

M

PASPHALT

ASPHALT

ASPHALTGRASS

GRASS

ASPHALT

GRASS

BARRIER

EXISTING HIGH-TENSION CABLE BARRIERJ.W.

D E C

C O

M

U

VER-C VER-C

VER-C (ABANDONED)VER-C (ABANDONED)

U

U

COM

COM

COM

COM

COM

1+000+00 2+00 3+00 4+00 5+00 6+000+00 5+00

CONTRACT

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N

-0

\C A

D D

\C P

S

R

M B

.d g n

:5

:5

A

M

/2

/2

T202500901SR 1 MEDIAN BARRIER,

SR 30 TO SR 16

SUSSEX

WRA

6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+0010+00 15+00

J.W.

J.W.

J.W.

ASPHALT

ASPHALT

GRASS

GRASS

ASPHALT

J.W.

U

(ABANDONED)

VER-C

VER-C VER-C

VER-C VER-C

U

V E R -C

C O

M

T. OLIVER

S. BEALL

N/A

CONSTRUCTION PLAN

CP-01

WRA

SCALE

FEET

30 60 90

M A

T C

H L

IN

E

S T

A

M A

T C

H L

IN

E

S T

A

M A

T C

H L

IN

E

S T

A

N

N

SR 1 SOUTHBOUND

SR 1 NORTHBOUND

SR 1 SOUTHBOUND

SR 1 NORTHBOUND

D E

E P

B R

A N

C H

R O

A D

B

STA. XXX+XX

LINE POST

BARRIER END SECTION SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

BARRIER SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

HIGH TENSION CABLE BARRIER 1,131'2

GR END TREATMENT ATTENUATOR, TYPE 3-31

GALV. STEEL BEAM GR, TYPE 3-31

NOTE: OFFSET IS FROM FACE OF GUARDRAIL TO EDGE OF TRAVEL LANE

B

B

STA. 3+40

LINE POST

28'1 HIGH TENSION CABLE BARRIER END TERMINAL

4' MAINTENANCE STRIP

4' MAINTENANCE STRIP

DNDPIPE

D.I. &

SEE NOTE 1

DND

& CONDUIT

JUNCTION WELL

NOTES:

2.

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

SEE NOTE 2

DND

ITMS

150' TAPER (50:1)

SEE NOTE 1

170' TAPER (15:1)

C

M P

GRASS

ASPHALT

ASPHALT

VER-C VER-C VER-C

VER-C VER-C VER-C

15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+0015+00 20+00

CONTRACT

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N

-0

\C

A D

D \C

P S

R M

B .d g n

:4

:4

A M

/2

/2

T202500901SR 1 MEDIAN BARRIER,

SR 30 TO SR 16

SUSSEX

WRA

24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+0025+00 30+00

J.W. J.W.

D.I.

C

M P

GRASS

ASPHALT

ASPHALT

EXISTING TYPE 1-27 GUARDRAIL

EXISTING TYPE 1-27 GUARDRAIL

VER-C VER-C VER-C

VER-C VER-C VER-C

V E

R -C

C O

M

U

T. OLIVER

S. BEALL

N/A

CONSTRUCTION PLAN

CP-02

WRA

SCALE

FEET

30 60 90

M A

T C

H L

IN

E

S T

A

M

A T

C H

L

IN

E S

T A

M A

T C

H L

IN

E

S T

A

N

N

M A

T C

H L

IN

E

S T

A

SR 1 SOUTHBOUND

SR 1 NORTHBOUND

SR 1 SOUTHBOUND

SR 1 NORTHBOUND

D E E P B

R A N C H C

R E E K

STA. XXX+XX

LINE POST

BARRIER SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

HIGH TENSION CABLE BARRIER 1800'6

GR END TREATMENT ATTENUATOR, TYPE 3-31

GALV. STEEL BEAM GR, TYPE 3-31

NOTE: OFFSET IS FROM FACE OF GUARDRAIL TO EDGE OF TRAVEL LANE

4' MAINTENANCE STRIP

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

THE CONTRACTOR SHALL COORDINATE WITH UTILITIES TO LOCATE THE EXISTING UNDERGROUND

B

B

DNDPIPE

4' MAINTENANCE STRIP

NOTES:

2.

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

SEE NOTE 1

SEE NOTE 2

SEE NOTE 1

J.W.

GRASS

ASPHALT

ASPHALT

EXISTING TYPE 1-27 GUARDRAIL

U

VER-C

UU

33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+0035+00 40+00

CONTRACT

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N

-0

\C

A D

D \C

P S

R M

B .d g n

:3

:4

A

M

/2

/2

T202500901SR 1 MEDIAN BARRIER,

SR 30 TO SR 16

SUSSEX

WRA

42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+0045+00 50+00

J.W. J.W.

D.I.

C

M P

GRASSGRASS

ASPHALT

ASPHALT

VER-C VER-C VER-C

T. OLIVER

S. BEALL

N/A

CONSTRUCTION PLAN

CP-03

WRA

SCALE

FEET

30 60 90

M A

T C

H L

IN

E

S T

A

M

A T

C H

L

IN

E S

T A

M A

T C

H L

IN

E

S T

A

N

N

M A

T C

H L

IN

E

S T

A

SR 1 SOUTHBOUND

SR 1 NORTHBOUND

SR 1 SOUTHBOUND

SR 1 NORTHBOUND

BARRIER END SECTION SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

BARRIER SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

28'8 HIGH TENSION CABLE BARRIER END TERMINAL HIGH TENSION CABLE BARRIER 955'7

4' MAINTENANCE STRIP

4' MAINTENANCE STRIP

DNDINLET

B

B

B

B

B

STA. 44+32

LINE POST

STA. 42+48

LINE POST

28'9 HIGH TENSION CABLE BARRIER END TERMINAL HIGH TENSION CABLE BARRIER 675'10

RM

C

RM

C

SIGN

SIGN

RM

C

SIGN

SIGN

RM

C

SIGNING AND STRIPING.

6" TOPSOIL, SEEDING, AND EROSION CONTROL MULCH. SEE SS SHEETS FOR DETAILS ABOUT

EXISTING TURN LANE PAVEMENT AS SHOWN; BACKFILL WITH TYPE F BORROW AND STABILIZE WITH THE CONTRACTOR SHALL SAW CUT AT A 4-FT OFFSET FROM THE TRAVEL LANE AND REMOVE THE

1.

NOTES:

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

ASPHALT

ASPHALT

GRASS

VER-C VER-C VER-C

51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+0055+00 60+00

CONTRACT

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N

-0

\C

A D

D \C

P S

R M

B .d g n

:3

:4

A

M

/2

/2

T202500901SR 1 MEDIAN BARRIER,

SR 30 TO SR 16

SUSSEX

WRA

60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+0060+00 65+00

J.W. J.W.

ASPHALT

ASPHALT

GRASS

VER-C VER-C VER-C

U

T. OLIVER

S. BEALL

N/A

CONSTRUCTION PLAN

CP-04

WRA

SCALE

FEET

30 60 90

M A

T C

H L

IN

E

S T

A

M

A T

C H

L

IN

E S

T A

M A

T C

H L

IN

E

S T

A

N

N

M A

T C

H L

IN

E

S T

A

SR 1 SOUTHBOUND

SR 1 NORTHBOUND

SR 1 SOUTHBOUND

SR 1 NORTHBOUND

STA. XXX+XX

LINE POST

BARRIER SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

HIGH TENSION CABLE BARRIER 1800'11

GR END TREATMENT ATTENUATOR, TYPE 3-31

GALV. STEEL BEAM GR, TYPE 3-31

NOTE: OFFSET IS FROM FACE OF GUARDRAIL TO EDGE OF TRAVEL LANE

B

B

4' MAINTENANCE STRIP

4' MAINTENANCE STRIP

ASPHALT

GRASS

ASPHALT

P.C.C. CURB TYPE 1

P.C.C. CURB TYPE 1

P.C.C. CURB TYPE 2P.C

.C.

C

URB

TYP

E 1-6

P.C.C. CURB TYPE 1-6

ASPHALT

GRASS

ASPHALT

U

VER-C VER-C

VER-C

VER-C

VER-C VER-C

U

U

V E

R -C

VER-C

VER-C

U

C O

M

69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+0070+00 75+00

CONTRACT

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N

-0

\C

A D

D \C

P S

R M

B .d g n

:5

:0

A

M

/2

/2

T202500901SR 1 MEDIAN BARRIER,

SR 30 TO SR 16

SUSSEX

WRA

78+00 79+00

80+00 81+00

82+00 83+00 84+00 85+00 86+00

87+00

80+00

85+00

J.W.

J.W.

ASPHALT

ASPHALT

GRASS

GRASS

ASPHALT

ASPHALT

U

VER-C

VER-C

T. OLIVER

S. BEALL

N/A

CONSTRUCTION PLAN

CP-05

WRA

SCALE

FEET

30 60 90

M A

T C

H L

IN

E

S T

A

N

M A

T C

H L

IN

E

S T

A

SR 1 SOUTHBOUND

SR 1 NORTHBOUND

SR 1 SOUTHBOUND

SR 1 NORTHBOUND

N

M A T C

H L

IN

E S

T A

M A T C

H L

IN

E S

T A . 7

D E E P

B R A N C H R

O A D

D E E P

B R A N C H R

O A D

BARRIER END SECTION SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

BARRIER SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

28'13 HIGH TENSION CABLE BARRIER END TERMINAL HIGH TENSION CABLE BARRIER 400'12

R=4640'

4' MAINTENANCE STRIP

B

B

STA. 72+93

LINE POST

STA. 74+87

LINE POST

B

B

B

15RM

C

SIGN

SIGN

DND

SIGN

4' MAINTENANCE STRIP

28'14 HIGH TENSION CABLE BARRIER END TERMINAL HIGH TENSION CABLE BARRIER 1222'15

NOTES:

2.

1.

SIGNING AND STRIPING.

6" TOPSOIL, SEEDING, AND EROSION CONTROL MULCH. SEE SS SHEETS FOR DETAILS ABOUT

EXISTING TURN LANE PAVEMENT AS SHOWN; BACKFILL WITH TYPE F BORROW AND STABILIZE WITH THE CONTRACTOR SHALL SAW CUT AT A 4-FT OFFSET FROM THE TRAVEL LANE AND REMOVE THE

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

THE CONTRACTOR SHALL COORDINATE WITH UTILITIES TO LOCATE THE EXISTING UNDERGROUND

4' MAINTENANCE STRIP

SEE NOTE 1SEE NOTE 1

HIGH TENSION CABLE BARRIER END TERMINAL

HIGH TENSION CABLE BARRIER END TERMINAL HIGH TENSION CABLE BARRIER

DND

580' TAPER

580' TAPER

SEE NOTE 2

55'

RM

C

SIGN

RM

C

RM

C

SIGN

R

C P

ASPHALT

ASPHALT

ASPHALT

GRASS

GRASS

CONC.

CONC.

CONC.

P.C.C CURB TYPE 1

P.C .C C

U R B

TYPE 1

TYPE 1

P.C .C C

U R B

D.I.

D.I.

87+00

88+00

89+00 90+00

91+00 92+00 93+00 94+00

95+00

96+00

90+00

95+00

CONTRACT

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N

-0

\C

A D

D \C

P S

R M

B .d g n

:3

:4

A

M

/2

/2

T202500901SR 1 MEDIAN BARRIER,

SR 30 TO SR 16

SUSSEX

WRA

96+00

97+00

98+00 99+00

100+00 101+00 102+00 103+00

104+00

105+00

100+00

105+00 J.W.

J.W.

D.I.

15" RCP

ASPHALT

ASPHALT

ASPHALT

CONC.

CONC.

CONC.

CONC.

GRASS

GRASS

P.C.C CURB TYPE 2 P.C.C CURB TYPE 2

P.C.C CURB TYPE 2

P.C.C CURB TYPE 2

P.C.C CURB TYPE 1-4

P.C.C CURB TYPE 1-6

P.C.C CURB TYPE 1-4

P.C.C CURB TYPE 1-6

D.I. D.I.

U

C

VER-C

VER-C

VER-C

UU

V E R -C

VER-C (ABANDONED) VER-C (ABANDONED)

VER-C (ABANDONED)

T. OLIVER

S. BEALL

N/A

CONSTRUCTION PLAN

CP-06

WRA

SCALE

FEET

30 60 90

SR 1 SOUTHBOUND

SR 1 NORTHBOUND

N

N

M A T C

H L

IN

E S

T A . 8

M A T C

H L

IN

E S

T A

M A T C

H L

IN

E S

T A . 9

M A T C

H L

IN

E S

T A

R

EYN

O

LD

S R O

AD

S R (U

N

IO

N S

T R E E T

SR 1 SOUTHBOUND

SR 1 NORTHBOUND

BARRIER END SECTION SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

BARRIER SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

28'20 HIGH TENSION CABLE BARRIER END TERMINAL

HIGH TENSION CABLE BARRIER 228'16

R=4640'

B

R=4640

B

B

B

B

B

GR

1 GR

DND

DRAINAGE INLETS

SIGN

4' MAINTENANCE STRIP

4' MAINTENANCE STRIP

4' MAINTENANCE STRIP

4' (MIN.) MAINTENANCE STRIP

STA. 88+20

LINE POST STA. 90+83

LINE POST

STA. 99+22

LINE POST

28'18 HIGH TENSION CABLE BARRIER END TERMINAL

28'17 HIGH TENSION CABLE BARRIER END TERMINAL

GUARDRAIL SCHEDULE

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

50'8'100+401 GR END TREATMENT ATTENUATOR, TYPE 3-31

413'8'100+932 GALV. STEEL BEAM GR, TYPE 3-31

HIGH TENSION CABLE BARRIER 852'19

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

DND

PIPE

D.I. &

RL

C

RM

C

CURB

R=4640'

NOTES:

3.

2.

1.

POSITIVE DRAINAGE CONDITIONS.

THE CONTRACTOR SHALL GRADE PROPOSED ASPHALT TOWARDS EXISTING SWALE TO ENSURE

ASPHALT PAVEMENT.

THE CONTRACTOR SHALL ENSURE SMOOTH TRANSITION BETWEEN P.C.C. SAWCUT AND PROPOSED

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

THE CONTRACTOR SHALL COORDINATE WITH UTILITIES TO LOCATE THE EXISTING UNDERGROUND

SEE NOTE 1

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

RM

C

SIGNS

RM

C

SIGN

5" SOLID (ITEM 817013)

EPOXY RESIN PAINT PAVEMENT STRIPING, YELLOW

YELLOW, 6", SOLID (ITEM 861001)

EPOXY RESIN PAINT PERMANENT PAVEMENT STRIPING,

WHITE, 6", SOLID (ITEM 861001)

EPOXY RESIN PAINT PERMANENT PAVEMENT STRIPING,

REMOVE EXISTING STRIPING (ITEM 868001)

CURB SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

1 297'PCC CURB, TYPE 2

C

SEE NOTES 2 & 3

EXISTING PIPES AND CULVERTS.

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

POSITIVE DRAINAGE CONDITIONS.

THE CONTRACTOR SHALL GRADE PROPOSED ASPHALT TOWARDS EXISTING SWALE TO ENSURE

ASPHALT PAVEMENT.

THE CONTRACTOR SHALL ENSURE SMOOTH TRANSITION BETWEEN P.C.C. SAWCUT AND PROPOSED

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

THE CONTRACTOR SHALL COORDINATE WITH UTILITIES TO LOCATE THE EXISTING UNDERGROUND

R=2'

R=2'

R=2'

43'

R=21'

RM

C

SIGN

SEE NOTE 4

SEE NOTE 4

4.

SIGNING AND STRIPING.

6" TOPSOIL, SEEDING, AND EROSION CONTROL MULCH. SEE SS SHEETS FOR DETAILS ABOUT

EXISTING TURN LANE PAVEMENT AS SHOWN; BACKFILL WITH TYPE F BORROW AND STABILIZE WITH THE CONTRACTOR SHALL SAW CUT AT A 4-FT OFFSET FROM THE TRAVEL LANE AND REMOVE THE

CONTROL MULCH.

WITH 6" TOPSOIL, SEEDING, AND EROSION

BACKFILL WITH TYPE F BORROW AND STABILIZE

REMOVE THE EXISTING PAVEMENT AS SHOWN;

RM

CRM

C

AND ISLAND

PCC CURB AND ISLAND

PCC CURB

AND ISLAND

PCC CURB

RM

C

RM

C AND ISLAND

PCC CURB

DND

PIPE

SEE CONSTRUCTION DETAILS SHEET 37

MEDIAN NOSE ADJUSTMENT

RM

CAND ISLAND

PCC CURB

SIGN

RM

J.W. J.W.

15" RCP

ASPHALT

ASPHALT

GRASS

ASPHALT

ASPHALT

GRASS

CONC.

CONC. BRIDGE PARAPET

CONC. BRIDGE PARAPET

CONC. BRIDGE PARAPET

CONC. BRIDGE PARAPET

EXISTING TYPE 1-27 GUARDRAIL

EXISTING TYPE 1-27 GUARDRAIL

EXISTING TYPE 1-27 GUARDRAIL

EXISTING TYPE 1-27 GUARDRAIL

EXISTING TYPE 1-27 GUARDRAIL

EXISTING TYPE 1-27 GUARDRAIL

EXISTING TYPE 1-27 GUARDRAIL

EXISTING TYPE 1-27 GUARDRAIL

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

VER-C VER-C

VER-C (ABANDONED) VER-C (ABANDONED)

C C

VER-C

VER-C (ABANDONED)

105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00105+00 110+00

CONTRACT

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N

-0

\C

A D

D \C

P S

R M

B .d g n

:3

:4

A

M

/2

/2

T202500901SR 1 MEDIAN BARRIER,

SR 30 TO SR 16

SUSSEX

WRA

114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00115+00 120+00

J.W.

D.I.

D.I.

15" RCP

15" CMP

C

M P

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

GRASS

GRASS

VER-C

VER-C VER-C VER-C

VER-C (ABANDONED) VER-C (ABANDONED) VER-C (ABANDONED)

U

COM

T. OLIVER

S. BEALL

N/A

CONSTRUCTION PLAN

CP-07

WRA

SCALE

FEET

30 60 90

SR 1 SOUTHBOUND

SR 1 NORTHBOUND

SR 1 SOUTHBOUND

SR 1 NORTHBOUND

N N

M A

T C

H L

IN

E

S T

A

M A

T C

H L

IN

E

S T

A

M A

T C

H L

IN

E

S T

A

M A

T C

H L

IN

E

S T

A

BARRIER END SECTION SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

BARRIER SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

28'21 HIGH TENSION CABLE BARRIER END TERMINAL HIGH TENSION CABLE BARRIER 595'22

GUARDRAIL SCHEDULE

NO. ITEM DESCRIPTION / TYPE BEGIN STA. OFFSET LENGTH

373'8'105+003 GALV. STEEL BEAM GR, TYPE 3-31

GR

GR

GR

GR

219'8'113+088 GALV. STEEL BEAM GR, TYPE 3-31

4' (MIN.) MAINTENANCE STRIP

4' (MIN.) MAINTENANCE STRIP

4' MAINTENANCE STRIP

4' (MIN.) MAINTENANCE STRIP

B

B

DND

D.I.

DND

PIPE

GR

GR

STA. 117+12

LINE POST

SIGN

GR

GR

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

100'8'108+734 GALV. STEEL BEAM GR, TYPE 1-31

72'8'109+735 GUARDRAIL, TYPE 1-27 TO 1-31 TRANSITION

72'8'111+866 GUARDRAIL, TYPE 1-27 TO 1-31 TRANSITION

50'8'112+587 GALV. STEEL BEAM GR, TYPE 1-31

50'8'115+279 GR END TREATMENT ATTENUATOR, TYPE 3-31

'MATCH EXISTING MATCH EXISTING

RM

C

GUARDRAIL GUARDRAIL

RM

C

SIGNING AND STRIPING.

6" TOPSOIL, SEEDING, AND EROSION CONTROL MULCH. SEE SS SHEETS FOR DETAILS ABOUT

EXISTING TURN LANE PAVEMENT AS SHOWN; BACKFILL WITH TYPE F BORROW AND STABILIZE WITH THE CONTRACTOR SHALL SAW CUT AT A 4-FT OFFSET FROM THE TRAVEL LANE AND REMOVE THE

EXISTING PIPES AND CULVERTS.

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

2.

NOTES:

SEE NOTE 1

RM

C

RM

C

SIGN

DNDJW

BARRIER END SECTION SCHEDULE

HIGH TENSION CABLE BARRIER END TERMINAL HIGH TENSION CABLE BARRIER

SEE NOTE 2

SEE NOTE 2

SEE NOTE 2

ASPHALT

ASPHALT

ASPHALT

GRASS

GRASS

U

VER-C (ABANDONED)

VER-C (ABANDONED) VER-C (ABANDONED)

VER-C

VER-CVER-C

VER-C VER-C VER-C VER-C

V E R -C

U

VER-C

VER-C

COM

123+00 124+00

125+00 126+00

127+00 128+00 129+00 130+00 131+00

132+00

125+00 130+00

CONTRACT

COUNTY

DESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N

-0

\C

A D

D \C

P S

R M

B .d g n

:3

:4

A

M

/2

/2

T202500901SR 1 MEDIAN BARRIER,

SR 30 TO SR 16

SUSSEX

WRA

132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00

135+00 140+00

J.W.

ASPHALT

ASPHALT

GRASS

VER-C VER-C

VER-C

T. OLIVER

S. BEALL

N/A

CONSTRUCTION PLAN

CP-08

WRA

SCALE

FEET

30 60 90

SR 1 SOUTHBOUND

SR 1 NORTHBOUND

SR 1 SOUTHBOUND

SR 1 NORTHBOUND

N N

M A T C

H L

IN

E S

T A . 1

M A T C

H L

IN

E S

T A

M A T C

H L

IN

E S

T A . 1

0 M

A T C

H L

IN

E S

T A

S Y

LV

A N A

C R E S R

O A D

P R

IM

E H

O O

K R

O A

D

S Y

LVA

N A

C R E S R

O A D

BARRIER END SECTION SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

BARRIER SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

28'24 HIGH TENSION CABLE BARRIER END TERMINAL HIGH TENSION CABLE BARRIER 701'23

4' MAINTENANCE STRIP

B

R=6192'

B

B

B

B

R=6180'

STA. 129+93

LINE POST

STA. 131+75

LINE POST

4' MAINTENANCE STRIP…