Unofficial Website Copy - Delawaregssdocs.deldot.delaware.gov/bids/T201330010 - Plans.pdfcurb & gutter, type 1 curb & gutter, type 2 curb & gutter, type 3 curb & gutter, type 4 clear

Unofficial Website Copy

9:3

9:1

8

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\is

01_

west.d

gn

5/19/2

017

KENT

DEPARTMENT OF TRANSPORTATION

ADDENDUMS / REVISIONS

DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-

30

T201330010

JMH

TRAIL CONNECTIONWEST STREET

101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00111+00

201+

00

202

+00

203

+00

204+00

205+00

206

+00

501+00 502+00504+00

505+00

506+00 507+00 508+00

509+00

510

+00

511

+00

503+00

100+00

500+00

201+

00

206

+27

511

+43

60

FEET

SCALE

0 120 180

N

2

W.

WA

TE

R S

TR

EET (K

72)

S. WEST STREET (K190)

BA

NK

LA

NE


W.

NO

RT

H

ST

REET (K

73)

PLAN SHEET INDEX CROSS REFERENCE

7 9-CONSTRUCTION PLANS

12 14-

20 22-

GRADES AND GEOMETRICS

CONSTRUCTION PHASING

23 25-

27 30-

SIGNING AND STRIPING

RIGHT-OF-WAY

PLAN SHEET INDEX

7 8

9

(SLAUGHTER STREET)

JERUSALEM WAY

FACILITY

TRANSIT

DOVER

DELMARVA CENTRAL RAILROAD

COURT

PEACE

OF THE

JUSTICE


BFS

CZ

LOC

A

C

A

O

DND

RL

C

RL

O

RM

C

RM

O

C

O

BIOFILTRATION SWALE

CONCRETE SAFETY BARRIER - PERMANENT

BUTT JOINT

CURB, TYPE 2

CURB & GUTTER, TYPE 1




CLEAR ZONE

DRAINAGE INLET

DITCH

FENCE - METAL

FENCE - WOOD

FLARED END SECTION

GUARDRAIL, TYPE 2

JUNCTION BOX - DRAINAGE

LIMIT OF CONSTRUCTION

MANHOLE

PAVEMENT PATCH

PIPE & DIRECTIONAL FLOW ARROW

RIPRAP

UNDERDRAIN

UNDERDRAIN OUTLET

CONSTRUCTION BASELINE100+00

RIGHT-OF-WAY SYMBOLS

DA

PE

R/W

R/W-DA

TCE

PROPOSED DENIAL OF ACCESS

PROPOSED PERMANENT EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED RIGHT-OF-WAY MONUMENT

100+00 PROPOSED RIGHT-OF-WAY BASELINE

ADJUST BY CONTRACTOR

ADJUST BY OTHERS

CURB OR CURB & GUTTER

CONVERT TO JUNCTION BOX

CONVERT TO DRAINAGE MANHOLE

CURB OPENING

DRAINAGE INLET

DO NOT DISTURB

FILTRATION STRUCTURE

GUARDRAIL

JUNCTION BOX

MANHOLE

PIPE

RELOCATE BY CONTRACTOR

RELOCATE BY OTHERS

REMOVE BY CONTRACTOR

REMOVE BY OTHERS

IDENTIFIERS

FLARED END SECTION

CONCRETE SAFETY BARRIER

MONUMENT - RIGHT-OF-WAY

LANDSCAPE PLANTINGS

SHRUBBERY

DECIDUOUS TREE

CONDUIT JUNCTION WELL

PAVEMENT MARKINGS

PAVEMENT STRIPING

CONSTRUCTION

PROPOSED R/W & DENIAL OF ACCESS

TEMPORARY CONSTRUCTION EASEMENT

UD

P

M

MH

LS

JB

GR

FS

FES

DI

CR

CMH

CJB

C

B

CR-N

LANDSCAPING

TRAFFIC

DETECTABLE WARNING SYSTEM

WITHOUT SIDEWALK SURFACE

CURB, TYPE 1 & TYPE 3

CONIFEROUS TREE

LUMINAIRE

ITMS-CON

SIG-CON SIGNAL CONDUIT

ITMS CONDUIT

TRAFFIC SIGN

LEGEND

CURB RAMP / TYPE

CURB RAMP / TYPE -

UNDERDRAIN / LENGTH

UNDERDRAIN OUTLET PIPE

(TYPE LABEL)

(TYPE LABEL)

DRAINAGE PIPE AND FLOW ARROW

RIPRAP - LINEAR FEATURE

RIPRAP - AREA FEATURE

DRAINAGE PIPE HEADWALL

DRAINAGE MANHOLE

DRAINAGE JUNCTION BOX

DIRECTIONAL STREAM FLOW ARROW

DITCH OR STREAM CENTERLINE

FLAG POLE

MAILBOX

PILLAR OR MISCELLANEOUS POST

TRAFFIC SIGN AND POST

GUARDRAIL - STEEL BEAM

WALL - STONE

WALL - BRICK OR BLOCK

FENCE - STOCKADE OR SPLIT RAIL

FENCE - CHAINLINK OR STRANDED

GUARDRAIL - WIRE ROPE

LAMP AND POST - RESIDENTIAL

CURB

CURB AND GUTTER

PAVEMENT - FLEXIBLE

PAVEMENT - RIGID

SHRUBBERY

HEDGEROW OR THICKET

GRASS LAWN

MARSH BOUNDARY LINE

TREE STUMP

TREE - CONIFEROUS

TREE - DECIDUOUS

WOODS LINE BOUNDARY

SURVEY BENCHMARK LOCATION

SURVEY TIE POINT LOCATION

SURVEY TRAVERSE POINT

PROPERTY MARKER - IRON PIPE

POINT OF CURVATURE OR TANGENCY

POINT OF INTERSECTING TANGENTS

POLE MOUNTED LUMINAIRE

ELECTRIC MANHOLE

ELECTRIC TRANSFORMER

GAS METER

GAS MANHOLE

GAS PUMP - SERVICE STATION

UTILITY POLE GUY WIRE ANCHOR

GAS VALVE

RAILROAD TRACKS

SANITARY SEWER MANHOLE

SANITARY SEWER VALVE

TELEPHONE BOOTH

TELEPHONE MANHOLE

CABLE TV DISTRIBUTION BOX

UTILITY BOX

UTILITY POLE

WATER VALVE

WATER METER

TELEPHONE TEST POINT

WATER - FIRE HYDRANT

SOIL BORING LOCATION

UTILITY TEST HOLE LOCATION

WELL HEAD

SEPTIC DRAIN FIELDS.D.F.

DRAINAGE

MANMADE ROADSIDE FEATURES

NATURAL ROADSIDE FEATURES

SURVEY CONTROL & MONUMENTATION

PROPERTY MARKER - CONCRETE MON.

UTILITY

RIGHT-OF-WAY SYMBOLS

100+00

UTILITY COMPANY FACILITIES

SIZE/TYPE LABEL

DELINEATED WETLAND BOUNDARY LINE

SANITARY SEWER VENT OR CLEANOUT

PARKING METER AND POST

PILE - BRIDGE

TRAFFIC - CONDUIT JUNCTION WELL

TRAFFIC - LIGHT POLE AND BASE

TRAFFIC - PEDESTRIAN POLE & BASE

TRAFFIC - SIGNAL CABINET & BASE

TRAFFIC - SIGNAL POLE AND BASE

FP

PM

WL

TV

VENT

U

WELL

P L

ELECTRIC METEREM

DRAINAGE INLETD.I.

BOLLARD - STEEL POLE

BOLLARD - WOOD POST

? MANHOLE - UNDETERMINED OWNER

HISTORIC RIGHT-OF-WAY BASELINE

R/W-DA

DA

EASEMENT TYPE

EXISTING R/W & DENIAL OF ACCESS

EXISTING DENIAL OF ACCESS

EXISTING RIGHT-OF-WAY

EXISTING EASEMENT

EXISTING PROPERTY LINE

GUARDRAIL, TYPE 1

GUARDRAIL, TYPE 3

GUARDRAIL END TREATMENT, TYPE 1



IMPACT ATTENUATOR

BRICK PATTERNED SURFACE

FENCEF

FILL WITH FLOWABLE FILLFF

C

UDO

CONSTRUCTION SAFETY FENCECSF

CONSTRUCTION SAFETY FENCECSF

ED ENERGY DISSIPATOR

GUARDRAIL END ANCHORAGE

TOPSOIL, SEED AND MULCHPAVEMENT REMOVAL -

EXISTING SYMBOLS PROPOSED SYMBOLS

P.C.C. SIDEWALK - 4"

FOR CHANNELIZATION ISLANDS.)

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

MAILBOXMB

LO LATERAL OFFSET

PAVEMENT SECTION(S)

3

DRIVEWAY PAVEMENT:

CD-W

DP-E

AT&T

CITY OF DOVER - SEWER

CITY OF DOVER - WATER

CD-S

CHESAPEAKE UTILITIES GASCU-G

DELMARVA POWER - ELECTRIC

EASTERN SHORE NATURAL GASESNG-G

COMCAST CABLECOM-C

ATT-C

CD-E CITY OF DOVER - ELECTRIC

NOT TO SCALE

DWB

SILT FENCE / LENGTH

SILT FENCE - REINFORCED

ED

PST

RSF

SB

SBD

SCE

SF

ST

ST

ST

SW

TSD

SEDIMENT TRAP

EARTH DIKE

STONE CHECK DAM

TEMPORARY SWALE

INLET SEDIMENT CONTROL

PERIMETER DIKE/SWALE

PORTABLE SEDIMENT TANK

SANDBAG DIKE

SANDBAG DIVERSION

STABILIZED CONSTRUCTION ENTRANCE

SILT FENCE

SEDIMENT TRAP

SEDIMENT TRAP PIPE OUTLET

STILLING WELL

TEMPORARY SLOPE DRAIN

SF

ST

EROSION & SEDIMENT CONTROL

SEDIMENT TRAP WITH INLET AS OUTLET

DEWATERING BASIN

DEWATERING BAG

TURBIDITY CURTAIN / LENGTH

CFL COMPOST FILTER LOG

CFL COMPOST FILTER LOG

SPSUMP PIT

ROADWAY PATCHING:

8" GRADED AGGREGATE BASE COURSE, TYPE B

3" SUPERPAVE, BCBC

3" SUPERPAVE, TYPE B HOT-MIX

2" SUPERPAVE, TYPE C HOT-MIX

VER-FO VERIZON - FIBER OPTIC

8" GRADED AGGREGATE BASE COURSE, TYPE B

3" SUPERPAVE, TYPE C HOT-MIX

9:3

9:3

8

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\lg

_01.d

gn

5/19/2

017

KENT



DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-

30

T201330010

JMH



BARE AREAS SHALL BE EITHER PERMANENTLY STABILIZED OR COVERED WITH GABC.

DURING CONSTRUCTION OF THE SIDEWALK ALL BARE AREAS SHALL BE STABILIZED AT THE END OF EACH WORK DAY.14.

THE NEW PAVEMENT IS TO TIE INTO THE EXISTING PAVEMENT.

ALL PAVED AREAS (INCLUDING DRIVEWAYS) TO BE RECONSTRUCTED OR WIDENED SHALL BE SAWCUT AT THE POINT WHERE13.

AND FINAL DISPOSAL SHALL BE INCIDENTAL TO THE ITEM THAT GENERATED THAT MATERIAL.

STOCKPILING MATERIAL, MOVING ANY MATERIAL FROM ANY STOCKPILES, WETTING AND/OR DRYING THE MATERIAL, OR REMOVAL

ELSEWHERE ON THE PROJECT SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. ALL COSTS ASSOCIATED WITH

BE MEASURED FOR PAYMENT. ALL MATERIALS ENCOUNTERED IN THE EXCAVATIONS OF THE PROJECT THAT ARE NOT USED

REQUIREMENTS. HOWEVER, MOVING THE MATERIAL FROM THE STOCKPILE AND THEN UTILIZING THE MATERIALS SHALL NOT

OF ITS INTENDED USE. THE CONTRACTOR MAY, WITH APPROVAL OF THE ENGINEER, STOCKPILE MATERIALS TO MEET THESE

CONTRACTOR TO DRY OR WET THE MATERIALS, IF NEEDED, SO THAT THE MATERIALS WILL MEET THE REQUIREMENTS

ENGINEER SHALL BE INCIDENTAL TO THE ITEM THAT GENERATED THE MATERIAL. IT SHALL BE THE RESPONSIBILITY OF THE

ELSEWHERE WITHIN THE PROJECT. PAYMENT FOR PLACING THESE BORROW MATERIALS AT LOCATIONS AS DIRECTED BY THE

MATERIALS AS MAY BE FOUND IN THE EXCAVATIONS THAT ARE DETERMINED BY THE ENGINEER TO BE SUITABLE FOR USE

THE CONTRACTOR, WITH THE APPROVAL OF THE ENGINEER, SHALL BE DIRECTED TO USE ON THE PROJECT BORROW6.

7.

8.

WHICH IS DONE BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED IN KIND AT THE CONTRACTOR’S EXPENSE.

DIRECTED BY THE ENGINEER. ALL COSTS SHALL BE INCIDENTAL TO ITEM NO. 201000. ANY DAMAGE TO THESE AMENITIES

ARE NOTED BY "DND" SHALL BE PROTECTED BY THE CONTRACTOR WITH SAFETY FENCE OR OTHER MEASURES AS

ROADSIDE AMENITIES WITHIN THE LIMITS OF CONSTRUCTION OR EASEMENT AREAS THAT ARE TO REMAIN IN PLACE AND

ALL COSTS SHALL BE INCIDENTAL TO ITEM NO. 201000 - CLEARING AND GRUBBING.

ORGANIC MATTER IS NOT PERMITTED. CHIPPED MATERIAL MUST BE REMOVED PRIOR TO PLACING EMBANKMENT OR TOPSOIL.

ALL TREE STUMPS AND ROOT MAT TO BE REMOVED SHALL BE ENTIRELY REMOVED REGARDLESS OF DEPTH. BURIAL OF

OF THE CONTRACTOR AND INCIDENTAL TO THE PIPE ITEM THAT IS BEING VIDEO INSPECTED.

CLEANING PRIOR TO VIDEO INSPECTION AND MAINTENANCE OF TRAFFIC DURING THE VIDEO INSPECTION ARE THE RESPONSIBILITY

EXPENSE. THE DEPARTMENT WILL VIDEO INSPECT NEW PIPE RUNS TO CONFIRM CONDITION PRIOR TO ACCEPTANCE. PIPE

DRAINAGE STRUCTURES DUE TO CONTRACTOR OPERATIONS SHALL BE REPAIRED OR REPLACED IN-KIND AT THE CONTRACTOR’S

THE FINAL DRAINAGE SYSTEM AND AGREE ON THE CONDITION PRIOR TO CONSTRUCTION. DAMAGES TO EXISTING PIPES AND

THE DEPARTMENT AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES AND DRAINAGE STRUCTURES TO BE USED IN9.

SECTION 600

GENERAL NOTES

PROJECT NOTES

AT THE DISCRETION OF THE ENGINEER, SHALL BE REPAIRED AND/OR REPLACED IN KIND AT THE CONTRACTOR’S EXPENSE.

ANY DAMAGE DONE BY THE CONTRACTOR TO ITEMS NOTED TO BE RELOCATED OR RESET BY OTHERS OR BY THE CONTRACTOR,1.

SECTION 100

NO ADDITIONAL PAYMENT WILL OCCUR FOR OFFSITE STOCKPILING.

TO THE APPROVAL OF THE ENGINEER, STOCKPILE AREA MAY BE LOCATED OUTSIDE OF THE PROJECT LIMITS, IF NECESSARY,

MATERIAL REQUIRED FOR THE PROJECT IN ACCORDANCE WITH SECTION 908.01 OF THE STANDARD SPECIFICATIONS. SUBJECT

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN AREA SUITABLE FOR STOCKPILING BORROW, TOPSOIL, AND OTHER FILL18.

DEPARTMENT’S STORMWATER ENGINEER OR THE APPROPRIATE CONSTRUCTION ENGINEER.

SUPPORT SECTION. A COPY OF THE GENERAL PERMIT OR THE NOI CAN BE OBTAINED UPON REQUEST FROM EITHER THE

GENERAL PERMIT AND NOI IS KEPT ON FILE IN EACH OF THE CONSTRUCTION OFFICES AND THE DEPARTMENT’S TEAM

WITH THE NPDES INDUSTRIAL PERMITTING REQUIREMENTS FOR THIS CONSTRUCTION PROJECT. A COPY OF THE NPDES

COMPLIANCE WITH DELDOT’S APPROVED SEDIMENT AND STORMWATER MANAGEMENT PLANS WILL CONSTITUTE COMPLIANCE

THIS PROJECT IS COVERED UNDER A "NPDES" GENERAL PERMIT FOR CONSTRUCTION, UNDER THE GENERAL PERMIT,17.

SECTION 900

TO THE ITEMS BEING INSTALLED.

AND CURB RAMPS SHALL CONFORM TO CURRENT DEPARTMENT AND ADA STANDARDS. ALL COSTS ARE INCIDENTAL

CROSS SLOPES SHALL BE A MAXIMUM OF 2% ALONG THE PROPOSED CONSTRUCTION. ALL DRIVEWAY CROSSING

THE CONTRACTOR SHALL INSTALL ALL SIDEWALKS TO CONFORM TO CURRENT ADA STANDARDS. ALL SIDEWALK 20.

SHEET WAS NOT PREPARED.

THERE ARE NO ENVIRONMENTAL PERMITS ASSOCIATED WITH THIS PROJECT. AS SUCH, AN ENVIRONMENTAL COMPLIANCE19.

MISCELLANEOUS

NOT TO SCALE

HISTORICAL NOTES

NOTES

ADHERING TO THE STANDARDS SHALL BE INCIDENTAL TO THE OVERALL CONTRACT COSTS.

AS DETAILED IN SECTION 3.6 OF THE "DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK". ALL COSTS ASSOCIATED WITH

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO THE CONSTRUCTION SITE POLLUTION PREVENTION SPECIFICATIONS

UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ALL COSTS INCIDENTAL TO THE CONTRACT.

THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL RESIDENTS AND BUSINESSES DURING CONSTRUCTION ACTIVITIES,21.

4

DIRECTED BY THE ENGINEER. ALL COSTS ARE PAID UNDER THE RESPECTIVE ITEMS BEING INSTALLED.

ALL DISTURBED AREAS WITHIN THE LIMIT OF CONSTRUCTION, SHALL BE TOPSOILED (6" MINIMUM), AND SEEDED AS12.

FOR UNDER ITEM 762001- SAWCUTTING, CONCRETE, FULL DEPTH.

FULL DEPTH, UNLESS OTHERWISE NOTED ON THE PLANS OR DIRECTED BY THE ENGINEER AND SHALL BE PAID

BE SAWCUT AT THE TIE-IN POINT OR MEET THE NEAREST EXISTING SIDEWALK JOINT. ALL SAW CUTTING SHALL BE

WHERE PROPOSED CONCRETE SIDEWALK IS CONSTRUCTED TO MEET EXISTING SIDEWALK, THE EXISTING SIDEWALK SHALL11.

TRANSITIONING SHALL BE INCIDENTAL TO THE PROPOSED CURB ITEM.

CURB SHALL BE TRANSITIONED IN 10 LINEAR FEET OR AS DIRECTED BY THE ENGINEER IN THE FIELD. PAYMENT FOR

IN AREAS WHERE PROPOSED CURB MEETS EXISTING CURB AND THE TWO CURB TYPES ARE NOT SIMILAR, THE PROPOSED10.

SECTION 700

ALL COSTS TO MODIFY PROPOSED CURB IS INCIDENTAL TO THE ITEM BEING INSTALLED.

CONTRACTOR SHALL MATCH EXISTING CURB HEIGHTS EXCEPT WHERE PROPOSED ELEVATIONS ARE GIVEN IN THE PLANS.16.

BY THE ENGINEER IN THE FIELD.

WHEN NEW SIDEWALK IS ADJACENT TO EXISTING SIDEWALK, WALLS, AND UTILITY POLES, OR AS DIRECTED

CONTRACTOR SHALL INSTALL A 1/2" EXPANSION JOINT, INCIDENTAL TO PCC SIDEWALK ITEM NO. 705001 / ITEM NO. 705002,15.

EROSION AND SEDIMENT CONTROL PLAN AND ISSUE AN EXTENSION WITH ANY APPROPRIATE MODIFICATIONS.

PRIOR TO THE EXPIRATION OF THE EROSION AND SEDIMENT CONTROL PLAN APPROVAL. DELDOT WILL REVIEW THE CURRENT

IS ANTICIPATED TO EXTEND BEYOND THE FIVE YEARS, THE CONTRACTOR SHALL INFORM THE ENGINEER THREE MONTHS

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

DELEGATED AUTHORITY. THE EROSION AND SEDIMENT CONTROL PLANS ARE VALID FOR A FIVE YEAR PERIOD, BEGINNING ON

THE EROSION AND SEDIMENT CONTROL PLANS HAVE BEEN APPROVED BY DELDOT’S STORMWATER ENGINEER UNDER DELDOT’S7.

BE SIGNED BY ALL PARTIES PRIOR TO THE DELIVERY OF ANY ELECTRONIC PROJECT FILES.

NOTE: THE DOCUMENT ENTITLED "RELEASE FOR DELIVERY OF DOCUMENTS IN ELECTRONIC FORM TO A CONTRACTOR" MUST

CROSS SECTIONS

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

ALL PLAN SHEETS, IN PDF FORMAT.( X )

NONE( )

( )

( )

( )

( )

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

BY DELDOT.

EXISTING DIGITAL TERRAIN MODEL, IN .DTM FILE FORMAT, COMPATIBLE WITH SOFTWARE CURRENTLY USED

BY DELDOT.

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

TERRAIN MODEL (DTM).

DESIGN FILE, IN .DGN FILE FORMAT, CONTAINING ONLY THE PROPOSED 3D TRIANGLES OF THE PROPOSED DIGITAL

( )

DETAILS", DATED 2014, INCLUDING ALL REVISIONS UP TO THE DATE OF ADVERTISEMENT.

SPECIFICATIONS", DATED AUGUST 2016 AND THE DELAWARE DEPARTMENT OF TRANSPORTATION "STANDARD CONSTRUCTION

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

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

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

ADHERING TO THE STANDARDS SHALL BE INCIDENTAL TO THE OVERALL CONTRACT COSTS.

AS DETAILED IN SECTION 3.6 OF THE "DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK". ALL COSTS ASSOCIATED WITH

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO THE CONSTRUCTION SITE POLLUTION PREVENTION SPECIFICATIONS5.

THE ADDITIONAL IMPERVIOUS AREA CREATED BY THIS PROJECT IS 0.12 ACRES.4.

THE REPAIRS MEETS THE SECRETARY OF THE INTERIOR STANDARDS.

DELDOT’S ENVIRONMENTAL STUDIES PERSONNEL MUST BE CONTACTED PRIOR TO IMPLEMENTATION OF REPAIRS TO ENSURE

IF UNFORESEEN DAMAGE OCCURS TO PROPERTIES WITHIN THE HISTORIC DISTRICT AS A DIRECT RESULT OF THE UNDERTAKING,3.

APPROPRIATE PERSONNEL AT DELDOT PRIOR TO CONSTRUCTION.

BEFORE CONSTRUCTION ACTIVITIES, THE CONTRACTOR WILL RECORD THE SITE CONDITIONS. COPIES WILL BE PROVIDED TO THE2.

SHPO AND FHWA REGULATIONS.

THE PROJECT WILL BE REVIEWED TO ENSURE PROPER TREATMENT AND CONSIDERATIONS OF HISTORIC PROPERTIES PER

ANY INTERESTED PARTY BEFORE ANY ACTION IS IMPLEMENTED. PROPOSED OR NECESSARY MODIFICATIONS OR CHANGES TO

WITH DELAWARE STATE HISTORIC PRESERVATION OFFICE, SHPO AND THE FEDERAL HIGHWAY ADMINISTRATION, FHWA AND/OR

OFFICE (NATHANIEL DELESLINE 302-760-2278; [email protected]). IF NECESSARY, THEY WILL COORDINATE

THE PLANS OR DESIGN WILL BE COORDINATED WITH DELDOT’S DISTRICT ENGINEER AND THE ENVIRONMENTAL STUDIES

ILLUSTRATED ON THE PROJECT PLANS. ANY PLAN MODIFICATION OR NEW INFORMATION NOT INITIALLY SHOWN THAT ALTERS

DOVER HISTORIC DISTRICT. AS SUCH NO FURTHER WORK SHOULD BE UNDERTAKEN OTHER THAN THE NECESSARY SCOPE AS

THE CONTRACTOR MUST BE AWARE THAT THE PROJECT, WEST STREET TRAIL CONNECTION IS LOCATED WITHIN THE CITY OF1.

SHALL BE INCIDENTAL TO THE ITEM BEING REMOVED.

DISPOSED OF OUTSIDE THE PROJECT AREA. ALL COSTS ASSOCIATED WITH THE REMOVAL AND DISPOSAL OF THIS MATERIAL

UNSUITABLE MATERIALS FROM ROADWAY AND UNDERCUT EXCAVATION SHALL NOT BE USED AS FILL AND SHALL BE LEGALLY5.

NOT BE LIMITED TO THE FOLLOWING: FENCES, EXISTING DRAINAGE STRUCTURES, PIPES, POSTS, BOLLARDS AND CHECK DAMS.

ITEMS TO BE REMOVED UNDER ITEM 211000 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS SHALL INCLUDE BUT4.

BUT ONLY TO THE ACTUAL DEPTH EXCAVATED.ITEM 202000,

THE SOLUTION TO THE UTILITY CONFLICT. TEST HOLES SHALL BE MEASURED AND PAID FOR IN ACCORDANCE WITH

CONTRACTOR, WITH THE ENGINEER AND THE UTILITY COMPANY INVOLVED. THE ENGINEER SHALL ULTIMATELY DETERMINE

OF POSSIBLE UTILITY CONFLICTS, TO DETERMINE IF CONFLICTS EXIST. ANY CONFLICTS SHALL BE COORDINATED BY THE

THE ENGINEER MAY REQUIRE THE CONTRACTOR TO EXCAVATE TEST PITS ALONG THE PROPOSED CONSTRUCTION AT POINTS3.

GRUBBING.

PRUNING OPERATION. ALL COSTS ASSOCIATED WITH THE ABOVE WORK TO BE PAID UNDER ITEM 201000 - CLEARING AND

THE CONTRACTOR SHALL NOTIFY DELDOT’S ROADSIDE ENVIRONMENTAL ADMINISTRATOR, AT LEAST TWO (2) DAYS PRIOR TO THE

PRUNE EXISTING TREE AND SHRUB BRANCHES, WHICH OVERHANG THE SIDEWALK, IN ACCORDANCE WITH I.S.A. STANDARDS.

ACHIEVE A VERTICAL CLEAR SPACE OF 10 FEET ABOVE THE PROPOSED SIDEWALK ELEVATION. THE CONTRACTOR SHALL

IN AREAS WHERE TREES OR SHRUBS WILL BE OVERHANGING THE PROPOSED SIDEWALK, PRUNING MAY BE NECESSARY TO2.

SECTION 200

PARKING DURING CONSTRUCTION.

COURT HOUSE TO PARCEL 101 DURING CONSTRUCTION. PLASTIC DRUMS SHALL BE PLACED TO RESTRICT

THE CONTRACTOR SHALL COORDINATE THE TEMPORARY PARKING IMPACTS WITH THE CITY OF DOVER AND25.

TO ITEM 211000.

THE CONTRACTOR SHALL REMOVE AND CAP ANY UNDERDRAIN ENCOUNTERED. ALL COSTS INCIDENTAL24.

THE CONTRACT.

14 DAYS PRIOR TO THE START OF CONSTRUCTION AT 302-576-6006. ALL COSTS ARE INCIDENTAL TO

THE CONTRACTOR SHALL CONTACT JAMILA JONES, THE CHIEF OF SCHEDULING FOR DART FIRST STATE,23.

ITEM 763501 - CONSTRUCTION ENGINEERING.

SHALL BE VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION. ALL COSTS INCIDENTAL TO

THE LOCATIONS OF ALL ABOVE GROUND ITEMS TO BE INSTALLED, SUCH AS FENCES, SIGNS, ETC.22.

( X )

9:3

9:5

4

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\

pn01_

west.d

gn

5/19/2

017

KENT



DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-

30

T201330010

JMH



2.0%

1’-8"

GUTTER

&

CURB

AND SAWCUT

MATCH EXISTING PGA

9

5

6

7

8

12

4

EXISTING TRAVEL LANE

VARIES

5

R/W

EXISTING

O.G.O.G.

1

2

3

4

5

6

8

7

PGA - PROFILE GRADE APPLICATION

PDGA - PROFILE DITCH GRADE APPLICATION

PR - POINT OF ROTATION

2"

3"

8"

6"

ITEM 705001 - PCC SIDEWALK, 4"

4"

9

PATCHING

ITEM 401027 - BIT. CONCRETE, SUPERPAVE TYPE B, 160 GYR. PG 64-22,

VARIES


13’

1

ITEM 705002 - PCC SIDEWALK, 6"

2.0% 6:1

1’-8"

GUTTER

&

CURB

VARIES

AND SAWCUT

MATCH EXISTING

2

2

5

6

7

8

12

4


VARIES

5

R/W

EXISTING

O.G.O.G.

2"

3"

8"

6"

4"

SIDEWALK

10’

VARIES


13’

1

VARIES

2’

BRICK

SIDEWALK

8’

2.0% 6:1

AND SAWCUT

MATCH EXISTING

2

2

6

7

8

12


VARIES

5

R/W

EXISTING

O.G.

O.G.

2"

3"

8"

4"

SIDEWALK

10’

VARIES


13’

1

2.0% 6:1

2 25

R/W

EXISTING

O.G.

4"


13’

1

R/W

EXISTING


13’

SIDEWALK

5’LOC TCE

LOC

TCE

LOC

PATCH

PAVEMENT

2’

PATCH

PAVEMENT

2’

PATCH

PAVEMENT

2’

MIN.

4"

BUFFER

GRASS

BUFFER

GRASS

BUFFER

GRASS

MATERIALLIFT THICKNESS

MINIMUM MAXIMUM

BIT. CONCRETE, SUPERPAVE TYPE C

BIT. CONCRETE, SUPERPAVE TYPE B

GRADED AGGREGATE BASE COURSE

2"

3"

3" 6"

3" 8"

1.25"

2.25"

LEGEND

SIDEWALK WITH GRASS BUFFER AND PROPOSED CURB AND GUTTERWEST STREET

SIDEWALK WITH GRASS BUFFERWEST STREET

SIDEWALK WITH BRICK BUFFER AND PROPOSED CURB AND GUTTERWEST STREET

MIN.

4"

7’

PGA

PGA

VARIES

EXISTING/

PROPOSED

FENCE

TYPICAL SECTIONS5

NOT TO SCALE

EXISTING BRICK

WALL

(DO NOT DISTURB)

PE12’

ITEM 705504 - BRICK SIDEWALK WITH HAND TIGHT 1/8" JOINTS

11 10

INCIDENTAL TO BRICK SIDEWALK ITEM 705504

1" DRY MORTAR MIX SETTING BED

SIDEWALK ITEM 705504

6" PCC BASE INCIDENTAL TO BRICK

10

11

5

MIN.

4"

LOC

TCE

PE

20’ 20’

ITEM 701023 - INTEGRAL PCC CURB & GUTTER TYPE 3-8

PATCHING

ITEM 401026 - BIT. CONCRETE, SUPERPAVE TYPE C, 160 GYR. PG 64-22,

PATCHING

ITEM 401028 - BIT. CONCRETE, SUPERPAVE BCBC, 160 GYR. PG 64-22,

12 ITEM 301002 - GRADED AGGREGATE BASE COURSE, TYPE B, PATCHING

BIT. CONCRETE, SUPERPAVE BCBC

R/W

EXISTING

CLVARIES

PE

LOC

INCIDENTAL TO PCC SIDEWALK ITEMS 705001 & 705002 OR CURB

GRADED AGGREGATE BASE COURSE, TYPE B, PATCHING

HOTMIX

HOTMIX

HOTMIX

HOTMIX

R/W

EXISTING

CL

R/W

EXISTING

CL

VARIES

R/W

EXISTING

CL

VARIESEXISTING/

PROPOSED

FENCE

B

CONSTRUCTION

L

B

CONSTRUCTION

L

B

CONSTRUCTION

L

B

CONSTRUCTION

L

EASTBOUND SIDEWALK WITH GRASS BUFFERNORTH STREET

13

ITEM 908014 - PERMANENT GRASS SEEDING, DRY GROUND

ITEM 908004 - TOPSOIL, 6"

(FOR USE IN SWM POND)

ITEM 908020 - EROSION CONTROL BLANKET MULCH

2.0% 6:1

1’-8"

GUTTER

&

CURB

AND SAWCUT

MATCH EXISTING

2

25

6

7

8

12

4

5

R/W

EXISTING

O.G.

O.G.

2"

3"

8"

6"

4"

SIDEWALK

10’

VARIES


13’

1

VARIES

TCE

LOC

PATCH

PAVEMENT

2’

BUFFER

GRASS

MIN.

4"

PGA

PE

HOTMIX

R/W

EXISTING

CL

B

CONSTRUCTION

L

TRAVEL LANE

EXISTING

VARIES

2

13

4:1

5’

25’

2’ VARIES

SIDEWALK WITH GRASS BUFFER AND PROPOSED CURB AND GUTTERWEST STREET (SWM POND)

3"

3"

3"

3"

SIDEWALK ITEM #705001.

INCIDENTAL TO

ALL CASES SHALL BE

ADJACENT TO THE WALL.

SHALL BE PLACED

EXPANSION MATERIAL

STATION 502+73 TO STATION 504+95




SIDEWALK

7’

PGA

EXISTING RAILROAD

TIE WALL

(DO NOT DISTURB)

10’-10"

VARIES

5’ &

2

13

4:1

2

13

4:1

2’ MIN.

2’ MIN.

6"

6

12

4

3"

14

AND SAWCUT

MATCH EXISTING

PATCH

PAVEMENT

2’

5

MIN.

4"

HOTMIX

8"

1.5"

14 ITEM 760010 - PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT

6

1’-8"

GUTTER

&

CURB

INSTALL TOPSOIL.

AND 2" MIN. GABC.

REMOVE EXISTING SIDEWALK

SHALLOW SWALE

CONSTRUCT 3" DEEP


VARIES

9:4

0:0

9

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\ts01_

west.d

gn

5/19/2

017

KENT



DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-

30

T201330010

JMH



9:4

0:2

5

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\

hv01_

west.d

gn

5/19/2

017

KENT



DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-

30

T201330010

JMH


101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00111+00

PO

B 10

0+00.00

PI 10

6+17.64

201+

00

202

+00

203

+00

204+00

205+00

206

+00

POB 200+00.00

PC 200+58.39

PT 201+62.48

POE 206+27.16

PI 201+10.51

501+00 502+00504+00

505+00

506+00 507+00 508+00

509+00

510

+00

511

+00

PO

B 500

+00.00

PI 502

+40.20

PI 502

+62.24

PC 502

+81.

13

PT 502+87.53

PC 503+07.34

PT 503

+09.48

PI 5

04+56.0

4

PC 504+68.21

PT 504+70.39

PC 504+80.16

PT 504+86.70

PI 505

+13.68

PI 505

+50.13

PI 508

+57.75

PI 508

+83.10

PI 509+08.10

PI 510+

96.51

PI 511+17.49

PI 511

+33.1

9

POE 511+43.19

PI 502

+84.38

PI 503

+08.43

PI 504+69.32

PI 504+83.48

PI 510+75.48

503+00

100+00

500+00

201+

00

206

+27

511

+43

N

STATION OFFSET EASTINGNORTHINGPOINT

0.00

0.00

0.00

0.00

STATION OFFSET EASTINGNORTHING ELEVATIONPOINT

60

FEET

SCALE

0 120 180

TP-108

TP-201

TP-111

TP-109

TP-110

TP-108

TP-110

TP-111

TP-201

- -

--

106+55.61 -23.04

204+56.43 -103.31

420785.7240 623349.1136 26.98

420447.9904 623757.5975 29.39

421038.2724 623823.3435 32.09

420845.5204 623364.4529 27.70

0.00

1000

1001

1002

2000

2004

100+00.00

106+17.64

200+00.00

111+00.00

206+27.16

419831.6882 623982.9254

420418.7645 623791.0319

420878.5585 623645.2349

420825.0050 623410.9782

420987.0225 624016.2065

6

VERTICAL CONTROL

HORIZONTAL AND

S. WEST STREET (K190)S. WEST STREET (K190)

BA

NK

LA

NE

W.

NO

RT

H

ST

REET (K

73)

W.

WA

TE

R S

TR

EET (K

72)

TP-109 110+34.69 28.66 420824.9725 623692.2934 25.47

HORIZONTAL / VERTICAL CONTROL DATA

DATUM, NAD 83 (2007).

DATUM (NAVD 1988) AND HORIZONTAL DATUM NORTH AMERICAN

ALL ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL

N 18°06’02.3511" W N 17°35’36.2321" W

N 7

3°4

2’0

8.0

586"

E

N 81°09’25.2342" E

1

1

1

S. WEST ST. - STA. 111+00.00

W. NORTH ST. - STA. 202+40.66=

509+00

0.005000 500+00.00 419997.6064 623964.1124

0.005001 502+40.20 420225.9147 623889.4868

0.005002 502+62.24 420247.1586 623883.5951

0.005009 504+56.04 420426.3243 623814.5118

0.005016 505+13.68 420481.9497 623803.1678

0.005017 505+50.13 420516.9789 623793.1094

0.005018 508+57.75 420810.2164 623700.1262

0.005019 508+83.10 420835.3808 623697.1088

0.005020 509+08.10 420859.2493 623689.6589

0.005021 510+75.48 420906.2219 623850.3161

0.005022 510+96.51 420918.3305 623867.5014

0.005023 511+17.49 420924.2193 623887.6424

0.005024 511+33.19 420934.0082 623899.9180

0.005025 511+43.19 420936.8145 623909.5162

STATION NORTHING EASTING

CIRCULAR CURVE 3


CIRCULAR CURVE 2

Tangent Direction: N 42°33’51.8415" W

Radial Direction: N 47°26’08.1585" E

Chord Direction: N 30°19’57.0963" W



External: 0.3484

Middle Ordinate: 0.3405

Chord: 6.3561

Tangent: 3.2519

Length: 6.4046

Degree of Curvature(Arc): 381°58’18.7083"

Delta: 24°27’49.4903" Left

Radius: 15.0000

PT ( 5005 ) 502+87.53 420270.5953 623874.5177

CC ( ) 420260.4490 623863.4700

PI ( 5004 ) 502+84.38 420268.2003 623876.7173

PC ( 5003 ) 502+81.13 420265.1093 623877.7276


CIRCULAR CURVE 1

Tangent Direction: N 73°42’08.0586" E

Radial Direction: S 16°17’51.9414" E

Chord Direction: N 77°25’46.6464" E



External: 1.6959


Chord: 104.0148

Tangent: 52.1177

Length: 104.0882


Delta: 7°27’17.1756" Left

Radius: 800.00

PT ( 2003 ) 201+62.48 420856.6190 623570.1966

CC ( ) 421624.4720 623345.6932

PI ( 2002 ) 201+10.51 420841.9932 623520.1732

PC ( 2001 ) 200+58.39 420833.9813 623468.6750


CIRCULAR CURVE 4






External: 0.1214


Chord: 2.1644

Tangent: 1.1085

Length: 2.1817


Delta: 25°00’00.0000" Right

Radius: 5.0000

PT ( 5012 ) 504+70.39 420440.0836 623810.6402

CC ( ) 420439.4390 623815.5985

PI ( 5011 ) 504+69.32 420438.9844 623810.4974

PC ( 5010 ) 504+68.21 420437.9277 623810.8324






External: 0.1161


Chord: 2.1187

Tangent: 1.0840

Length: 2.1349


Delta: 24°27’49.4903" Right

Radius: 5.0000

PT ( 5008 ) 503+09.48 420287.0159 623860.0465

CC ( ) 420288.5693 623864.7991

PI ( 5007 ) 503+08.43 420285.9856 623860.3833

PC ( 5006 ) 503+07.34 420285.1872 623861.1165


CIRCULAR CURVE 5






External: 0.3642


Chord: 6.4932

Tangent: 3.3254

Length: 6.5450


Delta: 25°00’00.0000" Left

Radius: 15.0000

PT ( 5015 ) 504+86.70 420456.2330 623811.3224

CC ( ) 420451.6991 623797.0240

PI ( 5014 ) 504+83.48 420453.0631 623812.3275

PC ( 5013 ) 504+80.16 420449.7655 623811.8988

CONSTRUCTION ALIGNMENT CONTROL

POINT STATION OFFSET NORTHING EASTING

RIGHT-OF-WAY ALIGNMENT CONTROL

4

4

4

2

2

2

3

3 3

5

5 5

(SLAUGHTER STREET)

JERUSALEM WAY

106+00

EXISTING RIGHT-OF-WAY CENTERLINE AND PROPOSED BASELINE OF CONSTRUCTION

S73°4

2’08.0586

W

N17°35’36.2321"WN18°06’02.3511"W

N18°06’02.3511"W

511

+43

1000

1002

1001

2000

2001

2002

2003

2004

5000

5001

5002

5009

5016

5017 5018

5019

5020

5021

5022

5023

5024 5025

5010

5011

5012

5005

5004

5003

5006

5007

5008

5013

5014

5015


WV

WV

WV

+

U

HOTMIX HOTMIX

CONC. SIDEWALK

CONC. SIDEWALK CONC. SIDEWALK

CONC. SIDEWALK

CO

NC.

SID

EW

AL

K

CO

NC.

SID

EW

AL

K

CO

NC.

SID

EW

AL

K

1125/9A

236

9

GUY POLE

21909/48994

TYPE 1-8

PCC CURB

PC

C

CU

RB

TY

PE 3-8

PCC CURB AND GUTTER TYPE 3-8PCC CURB AND GUTTER TYPE 3-8PCC CURB AND GUTTER TYPE 3-8

PCC CURB AND GUTTER TYPE 3-8

GRASS

GRASS

GRASS

GRASS

GRAVELGRAVEL

HO

TMIX

HO

TMIX

GRASS

YA10D/8

TELEPHONE

HOTMIX

HOTMIX

CURB OPENINGCURB OPENING

BOX

CONC.

LOOSE ROCK PILE


W.

WA

TE

R S

TR

EET (K

72)




FACILITY

SWMPARKING LOT HOTMIX

100+00 101+00 102+00 103+00 104+00 105+00

PI 10

0+00.00

500+00 501+00 502+0050

3+00

34" x 24"

34" x 24"

TCE TCETCE

PE-1 PE-1

100101

200

201

202

2049:4

0:4

1 A

M

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\cp01_

west.d

gn

5/19/2

017

KENT

20 40 60

DEPARTMENT OF TRANSPORTATION FEET


DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-SCALE

0

30

T201330010

JMH


WV

WV

WV

U

CD-

W-8"

CD-W-10"

CD-W-10"

CD-W-10"

CU-G-6"

CU-

G-6"

CU-G-8"

VER-FO

VE

R-F

O

VE

R-F

O

VER-FO

VER-FO

ESNG-G-10"

ESNG-G-6"

CONSTRUCTION PLAN

N

7

MA

TC

HLIN

E S

TA

TIO

N

503+

50

MATCH EXISTING.

SAWCUT AND

DI

1

MATCH EXISTING.

SAWCUT AND

C

1

C

3

C

2

P

1

P

2

DI

2

NO. SLOPELENGTH DIS. EL.SIZE / TYPE CLASS

DRAINAGE PIPE SCHEDULE

INT. EL.

NO.

DRAINAGE INLET SCHEDULE

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

NO. ITEM DESCRIPTION / TYPE LENGTH

CURB SCHEDULE

1 PCC CURB AND GUTTER, TYPE 3-8 276 LF


DND

DND

LIGHT

POLE/

UTIL.

MATCH EXISTING.

SAWCUT AND

DND

RM

C CHECK DAM

STONERM

C

CURB

RM

C

CURB

A

C

TREES

TREE

RM

C

SIDEWALK

RM

C

SIDEWALK

RM

C

FES

1

NO. SIZE / TYPE SLOPE SAFETY GRATE

FLARED END SECTION SCHEDULE

CR

1

CR

1

CR

1

DND

RL

O


RR

1

1 0.50% 27.42 27.1212" RCP IV 60’

2 0.50% 27.74 27.4212" RCP IV 63’

1 27.4229.845.30’501+28.03 34" x 24" 1

MATCH EXISTING.

SAWCUT AND

1 12" RCP 0.50% NO

NO. TYPE AREA(SY)

RIPRAP SCHEDULE

W.V.

2 27.7429.807.38’501+94.18 34" x 24" 1

GUY LINE

LIGHT/

POLE/

UTILITY

MATCH EXISTING.

SAWCUT AND

SAWCUT AT THE EXISTING JOINT)

(THE CONTRACTOR SHALL

1 4R-4

AND OVERLAY.

1.5" MILL

PARKING LOT

HOTMIX

OVER 8" GABC

2.5" HOTMIX

DRIVEWAY PATCH

NOTES:

DISTURBANCE SHALL BE TOPSOILED AND SEEDED.

THE CONTRACTOR SHALL MINIMIZE IMPACT TO THE EXISITING SWM FACILITY. ALL4.

TOWN AGREEMENT.

PROPOSED DRAINAGE IS TO BE MAINTAINED BY CITY OF DOVER, PER THE UPDATED3.

ALL TREES WITHIN LOC SHALL NOT BE DISTURBED, UNLESS NOTED IN THE PLANS.2.

UTILITY POLES AND UNDERGROUND SERVICES.

PROPOSED CURB AND DRAINAGE SHALL BE INSTALLED TO AVOID CONFLICT WITH

ALL EXISTING UTILITIES ARE TO REMAIN UNLESS OTHERWISE NOTED ON THE PLANS.1.

VERIZON

GRASS

EXISTING R/W

EXISTING R/W

D/R 2010-269TP# ED-05-077.13-01-31.03

STATE OF DELAWARELANDS N/F

D/R 5167-217, 5139-76 AND 4491-276TP# ED-05-077.13-01-08.00


D/R W-23-390TP# ED-05-076.12-04-34.00

THE CITY OF DOVERLANDS N/F

EXISTING R/W

D/R 355-267TP# ED-05-076.08-01-45.00

PENNSYLVANIA LINES, LLCLANDS N/F

EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

VA

RIE

S

VA

RIE

S

60’

66’

UNKNOWN

D/R 2375-327TP# ED-05-076.00-01-13.03

STATE OF DELAWARELANDS N/FEXISTING NORFOLK SOUTHERN R/W

EXISTING NORFOLK SOUTHERN R/W



8’9’

10’ 10’

9’2’

8’ MIN.


+

+

+ +

WVWV

WV

HOTMIX

CONC. SIDEWALK

CO

NC.

SID

EW

AL

K

CO

NC.

SID

EW

AL

K

1 STORY BLOCK

105/7

7A

238

PC

C

CU

RB

TY

PE 3-8

1’ BRICK WALL

GRASS

GRAVEL

GRASSGRASS

GRAVEL

HO

TMIX

GRASS

6’ CHAINLINK FENCE

HOTMIX


1 STORY BLOCK

2 STORY BRICK

JUSTICE OF THE PEACE

CORPORATION

CHESAPEAKE UTILITIES

CORPORATION

UTILITIES

CHESAPEAKE

BOLLARD

STEEL

HOTMIX CURB

BA

NK

LA

NE



SIGN POST

ROUNDBOLLARD

UTILITY POLE

CURB AND GUTTER TYPE 3-8

PCC

106+00 107+00 108+00 109+00 110+00

PI 10

6+17.64

504+00

505+00506+00 507+00 508+00

PE-2

PE

101

102

103

202

2032049:4

0:5

3

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\cp02_

west.d

gn

5/19/2

017

KENT

20 40 60



DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-SCALE

0

30

T201330010

JMH


WVWV

WV CD-W-10"

CD-W-10"

CD-W-10"

CD-

W-6"

CU-G-8"CU-G-6"

CU-

G-8"

ESNG-G-6"

ESNG-G-6"

ESNG-G-10"ESNG-G-10"

ATT-C

ATT-C

AT

T-

C

WM

WM

VER-FO VER-FO

+

CONSTRUCTION PLAN

N

8

MA

TC

HLIN

E S

TA

TIO

N

503+

50

MA

TC

HLIN

E S

TA

TIO

N

508+

50

NO. ITEM DESCRIPTION / TYPE LENGTH

CURB SCHEDULE

C

4


DND

LIGHT

POLE/

UTIL.

DND

A

C

RM

C

CURB

RM

CRM

C

NOTE 1

SEE

RM

C

SIDEWALK

RM

C

DNDBRICK WALL

EXISTING.

MATCH

AND

SAWCUT

MATCH EXISTING.

SAWCUT AND

CR

1

CR

1

C

3

NOTES:

508+00506+00

RM

C

HOTMIX

DND

A

C


RM

C

RL

OMATCH EXISTING.

SAWCUT AND

DND

BY OTHERS.

CURB INSTALLED

DNDDND

A

C

RR CONTRACT.

REMOVED UNDER

LIGHT

POLE/

UTIL.

GRASS

GRASS

(SEE DETAIL)

PLACE NEW FENCE, ITEM NO. 727005

(SEE NOTE 2)

PLACE TEMP. FENCE, ITEM NO. 727548

ALL TREES WITHIN LOC SHALL NOT BE DISTURBED, UNLESS NOTED IN THE PLANS.4.

UTILITY POLES AND UNDERGROUND SERVICES.

PROPOSED CURB AND DRAINAGE SHALL BE INSTALLED TO AVOID CONFLICT WITH

ALL EXISTING UTILITIES ARE TO REMAIN UNLESS OTHERWISE NOTED ON THE PLANS.3.

DURING CONSTRUCTION OF THIS PHASE. ALL COSTS ARE INCIDENTAL TO THE FENCE ITEM.

SHALL COORDINATE WITH THE EASTERN SHORE NATURAL GAS PROPERTY MANAGER

FENCE REPLACEMENT CAN BE COMPLETED WITHIN ONE DAYS WORK. THE CONTRACTOR

PRIOR TO ANY PORTION OF THE EXISTING FENCE BEIN REMOVED, UNLESS THE

PARCELS 102 & 103 AT ALL TIMES. A TEMPORARY CHAIN LINK FENCE IS TO BE INSTALLED

THE CONTRACTOR SHALL ENSURE THAT SECURITY IS MAINTAINED ON AND AROUND2.

TO INSTALLATION. ALL COST PAID UNDER CONSTRUCTION ENGINEERING.

THE CONTRACTOR SHALL STAKE FENCE FOR APPROVAL BY ENGINEER PRIOR

THE FENCE NEAR THE GATE OPENING. SEE CONSTRUCTION DETAIL AT THIS LOCATION.

LOCATED ON PARCELS 102 & 103. ADDITIONAL CAUTION SHALL BE USED WHEN REMOVING

THE CONTRACTOR SHALL USE CAUTION WHEN REMOVING AND INSTALLING FENCE1.

EXISTING R/W

D/R Z-17-333TP# ED-05-076.12-04-33.00

(CHESAPEAKE UTILITIES)THE DOVER GAS LIGHT COMPANY

LANDS N/F

D/R 411-1TP# ED-05-076.12-04-32.00

SKIPJACK, INCLANDS N/F

D/R 355-267TP# ED-05-076.08-01-45.00


D/R 481-37TP# ED-05-076.00-01-13.01


EXISTING R/W

VA

RIE

S

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

60’

66’

66’

D/R W-23-390TP# ED-05-076.12-04-34.00


66’

50’

D/R 2375-327TP# ED-05-076.00-01-13.03


50’50’3

0’

D/

R 4

11-1

TP#

ED-05-07

6.1

2-04-32.0

0S

KIP

JA

CK, IN

CL

AN

DS

N/

F





8’

6’2’

10’

10’

10’

10’

2’

8’ 8’7.5’

VALVE

GAS

(TYP.)Unofficial Website Copy

16

VZ YA16

HOTMIX SIDEWALK

PCC CURB AND GUTTER TYPE 1-8GRASS

GRASS GRASS

C.B.

GATE AND SIGNAL

RAILROAD CROSSING

RAILROAD SIGNAL

J.W.

CONC. SIDEWALK

PCC CURB TYPE 1-8

9 106

111+

00

111+

00

PI 111+00.00

200+00

201+00

202+00203+00

204+00205+00

206+00 206+27

PO

B 200

+00.00

PC 200

+58.39

PT 201+

62.48

PO

E 206

+27.16

PI 201+

10.51

509+00

510+00

511+00

511+43

PEPE

PE

300301

302

9:4

1:0

5

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\cp03_

west.d

gn

5/19/2

017

KENT

20 40 60



DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-SCALE

0

30

T201330010

JMH


U

WV

WVWV

WV

WV

D

D

CD-W-10"

CD-W-4"

CD-W-10"

CD-

W-8"

CD-W-12"

CD-S-15"

CD-S-15"

CD-S-6"

CD-S-8"

CD-S-4"

CU-G-6"

CU-

G-6"

VE

R-F

O

VE

R-F

O

CD-E

CD-E

VE

R-F

O

+

+

+

+

+

WV

WVWV

++

+

WV

WV

+

HO

TMIX

HOTMIX

HOTMIX

HOTMIX SIDEWALK

HOTMIX SIDEWALK

CONC.

CONC.

YA16 2-1

16

YA16-2

VZ YA16

HOTMIX SIDEWALK



GU

TT

ER

TY

PE 3-8

PC

C

CU

RB

AN

D

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

C.B.

C.B.C.B.

C.B.

12"

RC

P



HOTMIX

DRIVEWAY

GRAVEL

12"

RC

P

CO

NC

RE

TE

CR

OS

SIN

G

GATE AND SIGNAL

RAILROAD CROSSING

GATE AND SIGNAL

RAILROAD CROSSING

RAILROAD SIGNAL

DUNCAN CENTER

RAILROAD TIE WALL

GA

TE

AN

D

SIG

NA

L

RAIL

RO

AD

CR

OS

SIN

G

RAIL

RO

AD

SIG

NA

L

WARNING SIGNAL

RAILROAD CROSSING

CONC. SIDEWALK


J.W.

GU

TT

ER

TY

PE 1-6

PC

C

CU

RB

AN

D

J.W.

CONC. SIDEWALK

PCC CURB TYPE 1-8

HOTMIX SIDEWALK

W. NORTH STREET (K73)


HO

TMIX

CU

RB

DE

LM

AR

VA

CE

NT

RA

L

RAIL

RO

AD

GUTTER TYPE 3-8

PCC CURB AND

12"

RC

P

48" RCP

(SL

AU

GH

TE

R S

TR

EET)

JE

RU

SA

LE

M

WA

Y

+

+

+

2190248961

9 106

CABINETSIGNAL

28’ SLIDING GATE

CONSTRUCTION PLAN

D/R 411-1TP# ED-05-076.12-04-32.00


N

9

MATCHLINE STATION 508+50

103

203

DND

A

C

POLE

UTIL.

DNDPOLE

UTIL.DND

DND

GATE

METAL

UTILITIES

NOTES:

(SEE NOTE 4)

DE

LM

AR

VA

CE

NT

RA

L

RAIL

RO

AD

CO

NC

RE

TE

CR

OS

SIN

G

BY OTHERS.

CURB INSTALLED

CONC.

DNDPOLE

UTIL.

NO.

DRAINAGE INLET SCHEDULE

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

DETAIL D-5 (2010)-9

* CONTRACTOR SHALL INSTALL DOGHOUSE DRAINAGE INLET PER STANDARD

** CONTRACTOR SHALL VERIFY AND MATCH EXISTING PIPE INVERT.

48" RCP

3* **22.00’43.10’RT.204+75.16 66"x30" 3

DI

3

EXISTING

MATCH

NOTE 3)

(SEE DETAIL AND

ITEM NO. 727005

PLACE NEW FENCE,

(SEE NOTE 4)

ITEM NO. 727548

PLACE TEMP. FENCE,

BY RAILROAD CONTRACTOR

WORK PERFORMED

SIDEWALK TO THE EXISTING DRAINAGE INLET.

THE CONTRACTOR SHALL GRADE A 3-INCH SHALLOW SWALE TO FACILITATE DRAINAGE FROM THE8.

REQUIRE STEPS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL.

ALL DRAINAGE INLETS GREATER THAN FOUR (4) FEET IN DEPTH FROM TOP OF GRATE WILL7.

THE FENCE ITEM.

ALL COSTS FOR TERMINAL POSTS AND CONNECTION TO EXISTING SLIDE GATE ARE INCIDENTAL TO6.

UNDERGROUND SERVICES.

CURB AND DRAINAGE SHALL BE INSTALLED TO AVOID CONFLICT WITH UTILITY POLES AND

ALL EXISTING UTILITIES ARE TO REMAIN UNLESS OTHERWISE NOTED ON THE PLANS. PROPOSED5.

OF THIS PHASE. ALL COSTS ARE INCIDENTAL TO THE TEMPORARY FENCE ITEM NO. 727548.

COORDINATE WITH THE EASTERN SHORE NATURAL GAS PROPERTY MANAGER DURING CONSTRUCTION

INTERFERE WITH THE OPERATION OF THE EXISTING SLIDING GATE. THE CONTRACTOR SHALL

COMPLETED WITHIN ONE DAYS WORK. THE TEMPORARY FENCE SHALL BE SECURE BUT NOT

PORTION OF THE EXISTING FENCE BEING REMOVED, UNLESS THE FENCE REPLACEMENT CAN BE

& 103 AT ALL TIMES. A TEMPORARY CHAINLINK FENCE IS TO BE INSTALLED PRIOR TO ANY

THE CONTRACTOR SHALL ENSURE THAT SECURITY IS MAINTAINED ON AND AROUND PARCELS 1024.

SEE CONSTRUCTION DETAIL.

CONTRACTOR SHALL REMOVE EXISTING FENCE AND INSTALL PROPOSED FENCE ON PARCEL 103.3.

IT MEETS THE EXISTING GROUND.

THE SLOPE SHALL BE 6:1 FOR 2’ OR UNTIL IT MEETS THE EXISTING GROUND, THEN 4:1 UNTIL

THE CONTRACTOR SHALL REGRADE THE SLOPE ON PARCEL 103 TO MEET ADA SPECIFICATIONS.2.

SHALL NOT DISTURB THE WORK COMPLETED BY THE RAILROAD.

SHALL INSTALL THE TRAIL ALONG W. NORTH STREET AND S. WEST STREET. CONTRACTOR

THE RAILROAD SHALL PERFORM ALL ROADWAY WORK ON W. NORTH STREET. THIS CONTRACT1.

(SEE NOTE 8)

GRADE SHALLOW SWALE


EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

D/R 6334-218

TP# ED-05-076.12-04-08.01

DOVER KIDZ, LLC

LANDS N/F

D/R 652-189TP# ED-05-076.12-04-11.00

DUNCAN CENTER, LLCLANDS N/F

D/R 532-200TP# ED-05-076.12-04-26.00

NEW JERUSALEM BAPTIST CHURCHLANDS N/F

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

66’

106’

50’

40’

50’

VA

RIE

S

EXISTING DRAINAGE EASEMENT

D/R 481-37TP# ED-05-076.00-01-13.01


D/R 411-1TP# ED-05-076.12-04-32.00


PER D.R. Z32-60 & Z33-330


EXIS

TIN

G

NO

RF

OL

K

SO

UT

HE

RN

R/

W

EXIS

TIN

G

NO

RF

OL

K

SO

UT

HE

RN

R/

W

SO

UT

HE

RN

R/

W

EXIS

TIN

G

NO

RF

OL

K

SO

UT

HE

RN

R/

W

EXIS

TIN

G

NO

RF

OL

K

7’ 10’

10’

7’

D/R 481-37TP# ED-05-076.00-01-13.01


10’-10"

REGRADE SLOPE

(SEE NOTE 2)


9:4

1:2

6

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\

pf03_

west.d

gn

5/19/2

017

KENT

20 40 60



DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-SCALE

0

30

T201330010

JMH


503+50 504+00 504+50 505+00 505+50 506+00 506+50 507+00

30.4

6

30.1

1

29.3

4

27.8

6

27.8

5

28.2

1

27.9

2

31.

08

30.66

30.21

28.25

27.86

28.11

27.86

PVI 5

04+18.94

Ele

v. 30.51

PVI 5

04+94.57

Ele

v. 28.36

PVI 5

05

+11.98

Ele

v. 28.01

PVI 5

05

+13.68

Ele

v. 28.03

PVI 5

05

+32.45

Ele

v. 28.31

PVI 5

05

+50.13

Ele

v. 27.86

PVI 5

05

+51.

80

Ele

v. 27.84

PVI 5

05

+61.

59

Ele

v. 28.03

PVI 5

05

+66.52

Ele

v. 28.28

-0.84%

-8.33% -2.00% 1.48% -2.58%

2.00% 5.00%

-0.50%

PVI 5

04+79.57

Ele

v. 29.61

-1.48%

10

20

30

4040

500+00 500+50 501+00 501+50 502+00 502+50 503+00 503+50

ELE

VA

TIO

N (F

T)

-

30.2

7

28.5

9

30.1

2

29.6

9

29.4

1

30.6

0

31.4

2

30.7

8

30.48

30.61

30.81

31.

01

30.60

31.

50

PVI 5

00

+08.60

Ele

v. 30.23

PVI 5

00

+10.30

Ele

v. 30.22

PVI 5

00

+22.43

Ele

v. 30.41

PVI 5

00

+92.54

Ele

v. 30.58

PVI 5

02

+28.25

Ele

v. 31.

12

PVI 5

02

+38.53

Ele

v. 30.91

PVI 5

02

+40.20

Ele

v. 30.94

PVI 5

02

+51.

24

Ele

v. 30.56

PVI 5

02

+62.24

Ele

v. 30.40

PVI 5

02

+63.91

Ele

v. 30.38

PVI 5

02

+72.27

Ele

v. 30.55

PVI 5

02

+85.21

Ele

v. 31.

62

1.60%

0.24% 0.40%

-3.39% -1.47% 8.

33%

-2% 2%

-0.84%

STATION

10

PROFILES

GROUNDEXISTING

GRADEPROPOSED

10

20

30

4040

ELE

VA

TIO

N (F

T)

-

10

20

30

4040

ELE

VA

TIO

N (F

T)

-

503+50

10

20

30

4040

ELE

VA

TIO

N (F

T)

-

503+50

30.7

8

STATION

31.

08

GROUNDEXISTING

GRADEPROPOSED

507+00

27.61

0

10

30

20

T

E

E

F

E

L

A

C

S

L

A

C

I

T

R

E

V

PROPOSED WEST STREET TRAIL

PROPOSED WEST STREET TRAIL

JU

STIC

E

OF

TH

E

PE

AC

E

PA

RKIN

G

EN

TR

AN

CE

BANK LANE

WA

TE

R

ST

RE

ET


9:4

1:3

5

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\

pf03_

west.d

gn

5/19/2

017

KENT

20 40 60



DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-SCALE

0

30

T201330010

JMH


10

20

30

4040

507+00 507+50 508+00 508+50 509+00 509+50 510+00 510+50 511+00 511+50

ELE

VA

TIO

N (F

T)

28.4

4

27.1

2

26.1

1

24.5

1

23.7

3

23.1

8

22.5

1

22.2

1

27.61

27.36

27.21

27.05

26.90

24.88

23.13

22.46

22.32

PVI 5

07

+50.00

Ele

v. 27.36

PVI 5

09+08.10

Ele

v. 26.87

PVI 5

09+81.

51

Ele

v. 23.38

-0.31%

-4.76%

-1.33%

-0.50%

PVI 5

11+30.04

Ele

v. 23.19

PVI 5

10+87.72

Ele

v. 21.

96

2.91%

11

PROFILES

10

20

30

4040

ELE

VA

TIO

N (F

T)

-

507+00

27.9

2

STATION

GROUNDEXISTING

GRADEPROPOSED

0

10

30

20

T

E

E

F

E

L

A

C

S

L

A

C

I

T

R

E

V

EXIS

TIN

G

DRIV

EW

AY

PROPOSED WEST STREET TRAIL / PROPOSED NORTH STREET TRAILSTATION 507+00 TO 509+00 STATION 509+00 TO 511+30.04

CONSTRUCTIONLIMITS OF


WV

WV

WV

+

U


W.

WA

TE

R S

TR

EET (K

72)


100+00 101+00 102+00 103+00 104+00 105+00

PI 10

0+00.00

500+00 501+00 502+0050

3+00

34" x 24"

34" x 24"

TCE TCETCE

PE-1 PE-1

100101

200

201

202

2049:4

1:4

9

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\

gg01_

west.d

gn

5/19/2

017

KENT

20 40 60



DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-SCALE

0

30

T201330010

JMH


N

12


MA

TC

HLIN

E S

TA

TIO

N

503+

50

101

102

103

105106

107

108

109

110 111 112

113

114

115

117

118

201

202

204

205

206

208

209

210

211

212

213

214

215


207

104

119

121120

122

123

125

124

126

NOTES:

CR1

1

CR2

1CR

3

1

COORDINATE LIST

POINT NO. STATION OFFSET NORTHING EASTING

201 502+62.24 10.00’ 420250.2655 623893.1001

202 502+69.29 10.00’ 420256.9690 623890.9090

203 502+73.30 0.00’ 420257.6674 623880.1602

204 502+62.17 -1.66’ 420246.6408 623882.0108

205 502+82.38 -1.62’ 420265.6511 623875.7971

206 502+90.62 -19.09’ 420259.9551 623858.3710

207 502+63.91 0.00’ 420248.7428 623883.0773

208 502+65.91 -10.00’ 420247.5403 623872.9497

209 502+81.13 -10.00’ 420262.0025 623868.2225

210 502+81.13 -15.00’ 420260.4490 623863.4700

211 502+87.53 -10.00’ 420263.8311 623867.1526

212 503+07.34 -10.00’ 420278.4230 623853.7513

213 503+09.48 5.00’ 420288.5693 623864.7991

214 503+09.47 -10.00’ 420283.8956 623850.5458

215 503+21.65 0.00’ 420298.5816 623856.2661

203

116

127

COORDINATE LIST


101 500+08.04 11.47’ 420008.8099 623972.5173

102 500+17.23 11.49’ 420017.5495 623969.6772

103 500+22.28 0.00’ 420018.7817 623957.1910

104 500+12.41 10.00’ 420012.5098 623969.7651

105 500+08.23 3.70’ 420006.5831 623965.0716

106 500+33.23 4.33’ 420030.5348 623957.9082

107 500+33.23 -20.67’ 420022.7676 623934.1454

108 500+10.30 0.00’ 420007.3957 623960.9126

109 500+14.81 -10.00’ 420008.5809 623950.0046

110 500+62.76 -10.00’ 420054.1567 623935.1076

111 500+66.76 -10.00’ 420057.9587 623933.8648

112 502+35.25 -10.00’ 420218.1121 623881.5166

113 502+38.53 0.00’ 420224.3287 623890.0053

114 502+40.75 10.99’ 420229.3831 623899.9258

115 502+18.55 -20.67’ 420198.9213 623876.5670

116 502+18.55 1.00’ 420205.6530 623897.1616

117 502+40.26 1.00’ 420226.2473 623890.4301

118 502+29.64 7.50’ 420218.2080 623899.8934

119 502+27.97 9.45’ 420217.2284 623902.2635

120 501+98.07 8.50’ 420188.5140 623910.6579

121 501+97.98 11.44’ 420189.3372 623913.4736

122 501+19.00 8.95’ 420113.5001 623935.6438

123 501+18.88 12.77’ 420114.5744 623939.3185

124 500+93.87 12.10’ 420090.5938 623946.4504

125 500+94.15 3.23’ 420088.1025 623937.9284

126 500+65.47 13.13’ 420063.9129 623956.2545

127 502+27.82 16.21’ 420219.1904 623908.7351

AT THE CURB RAMPS.

SEE THE CONSTRUCTION DETAILS FOR ADDITIONAL GRADES AND GEOMETRICS8.

TO INSTALLATION. ALL COSTS ARE INCIDENTAL TO THE PROJECT.

SIDEWALK SHALL BE LAID OUT FOR APPROVAL BY THE ENGINEER PRIOR

OCCUR OVER THE LENGTH OF 10 FEET FROM START TO FINISH. THE

EXCEED 2% PER ADA REGULATIONS. ALL CROSS SLOPE TRANSITIONS SHALL

BY THE ENGINEER. THE PROPOSED SIDEWALK CROSS SLOPE SHALL NOT

SIDEWALK TO MATCH EXISTING GRADE OR AS DIRECTED IN THE FIELD7.

CURB SHALL MATCH THE EXISTING PAVEMENT OR CURB ELEVATIONS.

PROPOSED CURBS OR PAVEMENT THAT TIE INTO EXISTING PAVEMENT OR 6.

PAID FOR UNDER ITEM 763501 - CONSTRUCTION ENGINEERING.

REQUIRED FOR THE CALCULATING AND STAKING OF GRADES SHALL BE

BY THE ENGINEER IN THE FIELD PRIOR TO CONSTRUCTION. ALL WORK

DRAINAGE PRIOR TO CONSTRUCTION. ALL GRADES MUST BE APPROVED

THE CONTRACTOR SHALL STAKE ALL GRADES TO ENSURE POSITIVE 5.

RETURNS ARE GIVEN AT 10 FOOT INTERVALS.

UNLESS OTHERWISE NOTED, EDGE OF PAVEMENT ELEVATIONS AT CURB4.

RADII ARE GIVEN TO THE EDGE OF PAVEMENT.3.

AND CURB & GUTTER IS GIVEN TO THE EDGE OF PAVEMENT.

UNLESS OTHERWISE NOTED, POINT GEOMETRY ADJACENT TO CURB 2.

TO THE LEFT OF THE CONSTRUCTION BASELINE.

OFFSETS SHOWN IN THE GEOMETRIC TABLES WITH A MINUS SIGN ARE1.

EXISTING R/W

EXISTING R/W

D/R 2010-269TP# ED-05-077.13-01-31.03


D/R 5167-217, 5139-76 AND 4491-276TP# ED-05-077.13-01-08.00


D/R W-23-390TP# ED-05-076.12-04-34.00


EXISTING R/W

D/R 355-267TP# ED-05-076.08-01-45.00


EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

VA

RIE

S

VA

RIE

S

60’

66’

UNKNOWN

D/R 2375-327TP# ED-05-076.00-01-13.03





8’9’

10’ 10’

9’

2’

R=20’

R=20’

WALL

REGRADE

SLOPE

OF POND

R=5’

R=20’

R=15’

2% 2% 2% 2%2%

2%

VA

RIE

S

EXISTING R/W8’


+

+

+ +

WVWV

WV

BA

NK

LA

NE


S. WEST STREET (K190) 106+00 107+00 108+00 109+00 110+00

PI 10

6+17.64

504+00

505+00506+00 507+00 508+00

PE-2

PE

101

102

103

202

2032049:4

2:0

1 A

M

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\

gg02_

west.d

gn

5/19/2

017

KENT

20 40 60



DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-SCALE

0

30

T201330010

JMH


N

13


MA

TC

HLIN

E S

TA

TIO

N

508+

50

MA

TC

HLIN

E S

TA

TIO

N

503+

50

BA

NK

LA

NE

NOTES:

216

218

220 222

225

311

308

307227

224 304

305228

230

229

226

301

306

302

303

314231

232

223

221

219233

217

310 312

317

316

309

315

CR4

1

CR5

1

COORDINATE LIST


216 504+68.22 -10.00’ 420434.9186 623801.2959

217 504+68.21 5.00’ 420439.4390 623815.5985

218 504+70.39 -10.00’ 420441.3727 623800.7237

219 504+80.16 -10.00’ 420451.0545 623801.9823

220 504+80.16 -15.00’ 420451.6991 623797.0240

221 504+86.70 -10.00’ 420453.2104 623801.7901

222 504+92.39 -17.67’ 420456.3116 623792.7639

223 504+92.39 4.00’ 420462.8605 623813.4170

224 505+14.17 4.32’ 420483.6112 623807.1839

225 505+06.67 -10.00’ 420472.2436 623795.7548

226 505+12.39 12.40’ 420484.4643 623815.3798

227 505+11.98 0.00’ 420480.3307 623803.6812

228 505+03.79 0.00’ 420472.5204 623806.1578

229 505+12.39 10.02’ 420483.7461 623813.1150

230 505+14.45 14.46’ 420486.6789 623816.8502

231 505+05.20 12.40’ 420477.6162 623817.5513

232 504+94.57 0.00’ 420463.7300 623808.9451

COORDINATE LIST


301 505+50.16 13.47’ 420521.0874 623805.9395

302 505+55.75 13.47’ 420526.4169 623804.2496

303 505+61.59 0.00’ 420527.9053 623789.6447

304 505+56.14 0.00’ 420522.7115 623791.2915

305 505+51.83 9.96’ 420521.6114 623802.0862

306 505+51.83 13.47’ 420522.6738 623805.4365

307 505+51.83 0.00’ 420518.6018 623792.5948

308 505+50.16 -2.28’ 420516.3262 623790.9245

309 505+66.83 -2.00’ 420532.2956 623786.1545

310 505+66.83 -18.67’ 420527.2580 623770.2674

311 505+54.15 -10.00’ 420517.7827 623782.3627

312 505+86.83 -18.67’ 420546.3225 623764.2222

314 505+62.93 10.54’ 420532.3724 623799.2805

315 505+63.09 0.50’ 420529.4848 623789.6684

316 505+73.62 0.50’ 420539.5249 623786.4848

317 505+89.50 10.35’ 420557.6421 623791.0704AT THE CURB RAMPS.






















EXISTING R/W

D/R Z-17-333TP# ED-05-076.12-04-33.00


LANDS N/F

D/R 411-1TP# ED-05-076.12-04-32.00


D/R 355-267TP# ED-05-076.08-01-45.00


D/R 481-37TP# ED-05-076.00-01-13.01


EXISTING R/W

VA

RIE

S

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

60’

66’

66’

D/R W-23-390TP# ED-05-076.12-04-34.00


66’

50’

D/R 2375-327TP# ED-05-076.00-01-13.03


50’50’3

0’

D/

R 4

11-1

TP#

ED-05-07

6.1

2-04-32.0

0S

KIP

JA

CK, IN

CL

AN

DS

N/

F





8’

2’

7’

10’

10’

R=15’

R=20’

WALL

R=5’

R=15’

2%

2%2%

2%2% 2%

CURB INSTALLEDBY OTHERS.Unofficial

Website Copy

COORDINATE LIST


318 508+57.75 -10.04’ 420808.0911 623690.3094

319 508+84.01 -10.00’ 420833.2782 623687.2893

323 509+03.10 0.00’ 420854.4764 623691.1487

324 509+08.10 0.00’ 420859.2493 623689.6589

325 509+13.10 0.00’ 420860.6524 623694.4580

326 509+08.10 -10.00’ 420856.2698 623680.1131

328 509+08.10 -7.00’ 420865.9859 623687.6893

341

342

510+50.00

510+50.00

0.00’

-7.00’

420899.0704 623825.8564

420905.7892 623823.8920

16

VZ YA16

HOTMIX SIDEWALK


GRASS GRASS

C.B.

GATE AND SIGNAL

RAILROAD CROSSING

RAILROAD SIGNAL

J.W.

CONC. SIDEWALK

PCC CURB TYPE 1-8

9 106

111+

00

111+

00

PI 111+00.00

200+00

201+00

202+00203+00

204+00205+00

206+00 206+27

PO

B 200

+00.00

PC 200

+58.39

PT 201+

62.48

PO

E 206

+27.16

PI 201+

10.51

509+00

510+00

511+00

511+43

PEPE

PE

300301

302

9:4

2:1

5

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\

gg03_

west.d

gn

5/19/2

017

KENT

20 40 60



DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-SCALE

0

30

T201330010

JMH


PEPE

PE

+

+

+

+

+

WV

WVWV

++

+

WV

WV

+

HO

TMIX

HOTMIX

HOTMIX

HOTMIX SIDEWALK

HOTMIX SIDEWALK

CONC.

CONC.

YA16 2-1

16

YA16-2

VZ YA16

HOTMIX SIDEWALK



GU

TT

ER

TY

PE 3-8

PC

C

CU

RB

AN

D

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

C.B.

C.B.C.B.

C.B.

12"

RC

P



HOTMIX

DRIVEWAY

GRAVEL

12"

RC

P

CO

NC

RE

TE

CR

OS

SIN

G

GATE AND SIGNAL

RAILROAD CROSSING

GATE AND SIGNAL

RAILROAD CROSSING

RAILROAD SIGNAL

DUNCAN CENTER

RAILROAD TIE WALL

GA

TE

AN

D

SIG

NA

L

RAIL

RO

AD

CR

OS

SIN

G

RAIL

RO

AD

SIG

NA

L

WARNING SIGNAL

RAILROAD CROSSING

CONC. SIDEWALK


J.W.

GU

TT

ER

TY

PE 1-6

PC

C

CU

RB

AN

D

J.W.

CONC. SIDEWALK

PCC CURB TYPE 1-8

HOTMIX SIDEWALK



HO

TMIX

CU

RB

DE

LM

AR

VA

CE

NT

RA

L

RAIL

RO

AD

GUTTER TYPE 3-8

PCC CURB AND

12"

RC

P

48" RCP

(SL

AU

GH

TE

R S

TR

EET)

JE

RU

SA

LE

M

WA

Y

+

+

+

2190248961

9 106

CABINETSIGNAL

28’ SLIDING GATE

D/R 411-1TP# ED-05-076.12-04-32.00


N

14

103203


301

NOTES:


511+43

S.

WES

T S

TR

EET (K

190)

318

319

323

325

326

324

328

342

341

AT THE CURB RAMPS.























EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

D/R 6334-218

TP# ED-05-076.12-04-08.01

DOVER KIDZ, LLC

LANDS N/F

D/R 652-189TP# ED-05-076.12-04-11.00


D/R 532-200TP# ED-05-076.12-04-26.00


EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

66’

106’

50’

40’

50’

VA

RIE

S


D/R 481-37TP# ED-05-076.00-01-13.01


D/R 411-1TP# ED-05-076.12-04-32.00


PER D.R. Z32-60 & Z33-330


EXIS

TIN

G

NO

RF

OL

K

SO

UT

HE

RN

R/

W

EXIS

TIN

G

NO

RF

OL

K

SO

UT

HE

RN

R/

W

SO

UT

HE

RN

R/

W

EXIS

TIN

G

NO

RF

OL

K

SO

UT

HE

RN

R/

W

EXIS

TIN

G

NO

RF

OL

K

7’ 10’ 10’

7’

D/R 481-37TP# ED-05-076.00-01-13.01


D/R 652-189TP# ED-05-076.12-04-11.00



10’-10"

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

2%

2%

2%


15

NOT TO SCALE CONSTRUCTION DETAILSNOT TO SCALE CONSTRUCTION DETAILS

N.T.S.

2’

N.T.S.

8’

PLAN VIEWPCC SIDEWALK WITH BRICK SECTION

PEDESTRIAN CROSSWALK DETAIL

N.T.S.

24"24"

N.T.S.

1/2" SQ. STL.

PICKET @ 4" O.C.

N.T.S. N.T.S.SECTION C-C

STL. RAIL

HSS 1 1/2"x

1 1/2" STL. RAIL

PROVIDE SLEEVES AND GROUT

STEEL HANDRAIL POSTS IN PLACE. TYP.C

SOLID STEEL EXPANSION BAR

(TYP. ALL RAILS)

3"

5"

TYP. ALL RAILS

@ 4" O.C.

1/2" SQ. STL. PICKET

STL. POST (TYP.)

HSS 1 1/2"x 1 1/2"

1"GAP

5’-0"C

HSS 1 1/2" x 1 1/2"

FINIAL

HSS 1 1/2" x 1 1/2" RAIL

8’-0"

5’-0" O.C. (BEYOND)

VERTICAL POST AT

HSS 1 1/2"x 1 1/2"

HSS 1 1/2"x 1 1/2"

@ 4" O.C.

STEEL PICKET

1/2" SQ.

1 1/2"1/8"

FINIAL

HSS 1 1/2"x 1 1/2"

TOP RAIL

HSS 1 1/2"x 1 1/2"

(BEYOND)

VERTICAL POST

HSS 1 1/2"x 1 1/2"

10’

ITEM 705001 - 4" PCC SIDEWALK

RUNNING BOND PATTERN

WITH HAND TIGHT 1/8" JOINTS

ITEM 705504 - BRICK SIDEWALK

ELEVATION727005 - DECORATIVE FENCE

DECORATIVE FENCE EXPANSION JOINT

MINIMUM 12 INCH EMBEDMENT

RAIL END

N.T.S.

ENDBRACE RAIL

LINE POST

PULL POST

TIE WIRESPOST

LINE POST CAP

POST CAP

BANDBRACE

OR GATE POSTCORNER, END,

BANDTENSION

.38" TRUSS ROD STRIPING OF CROSSWALK SHALL BE THERMOPLASTIC ITEM NO. 817002

ADJACENT TO THE CURB.

RECOMMENDATION AND USED WHEN BRICK IS NOT

EDGE RESTRAINT SHALL BE PER MANUFACTURERS2.

TO 504+10.

OF THE PEACE BUILDING (PARCEL 101, STATION 503+20

THE COLOR OF THE BRICK WALL ALONG THE JUSTICE

PAVERS. THE COLOR OF THE PAVERS SHALL MATCH

THE BRICK SIDEWALK SHALLL BE MADE OF CLAY BRICK1.

NOTES:

24"

RIVETS, EACH PICKET

STEEL BLIND

8’-0"

O.G.

2’-0"

FENCE TO BE CONSTRUCTED TO ALLOW FOR OPERATION OF 28’ SLIDING GATE AT ESNG (PARCEL 103) ENTRANCE ALONG W. NORTH STREET.9.

ALL COSTS INCLUDED IN ITEM - 727005 - DECORATIVE FENCE.8.

THE FENCE SHALL BE STAKED OUT IN THE FIELD FOR APPROVAL PRIOR TO INSTALLATION.7.

THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS STAMPED BY A LICENSED DE PROFESSIONAL ENGINEER TO DELDOT FOR APPROVAL. THE SHOP DRAWINGS SHALL INCLUDE ALL TERMINAL CONNECTIONS.6.

GREASE INTERNAL EXPANSION BAR IMMEDIATELY PRIOR TO FINAL CONSTRUCTION.5.

MAINTAIN 4" SPACING BETWEEN PICKETS.4.

EXPANSION JOINTS SHALL BE LOCATED EVERY 18’ ALONG THE TOP, INTERMEDIATE AND BOTTOM RAILS.3.

FENCE TO HAVE BLACK POWDER COAT FINISH.2.

STEEL FENCE TO BE SET IN 12" DIA. X 24" TALL CONCRETE FOUNDATION AT ALL LOCATIONS. FOUNDATION TO BE CLASS B CONCRETE INCIDENTAL TO ITEM 727005 - DECORATIVE FENCE.1.

NOTES:

N.T.S.

727548 - PORTABLE CHAINLINK FENCE

AT ESNG ENTRANCE

TEMPORARY FENCE LAYOUT

REMOVED UNDER PHASE 1EXISTING FENCE TO BE

TEMPORARY FENCE

28’ SLIDING GATEEXISTING

POST

TO ALLOW FOR GATE OPERATION.

EXISTING FENCE TO REMAIN TO NEAREST POST FROM ENTRANCE WITH THE GATE OPEN1.

NOTES:

6"

CONSTRUCT IN ONE DAY TO MAINTAIN SECURITY.REPLACE SECTION AT THE END OF PHASE 3.

9:0

1:2

7

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\

dt01_

west.d

gn

5/19/2

017

KENT



DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-

30

T201330010

JMH



CONSTRUCTION DETAILS5 10 15

FEET

SCALE

0

505

+00

500+00

503+00

N

2%

2%

2%

2%

2%

8.3%

2%

8.3%

2%

0.24%

0.4%

2%0

.84

%

2%

1.48%

WES

T S

TR

EET

WES

T S

TR

EET

WES

T S

TR

EET

WES

T S

TR

EET

WATER ST

REET

PARKING

LOT ENTRANCE

PARKING

LOT ENTRANCE

16

902

109

101

903

904

905

102

103

114

112

906

907

908

909

910

209

911

912

208

201

913

202

914

915

203

916

225

917

918

919

920

232

228

227 231

226

230

10’

5.5’ 5

’

10’

5’

5.4’

8’

2’

5’

2’

8’

ALL TRUNCATED DOMES ARE TO BE 2’ WIDE WITH A 2% MAX (50:1) CROSS SLOPE

8.3% MAX (12:1) RUN SLOPE

2% MAX (50:1) CROSS SLOPE

RAMPS:

BANK LANE

9’

7’

CR1

1CR

2

1

CR3

1CR

4

1

901

2%

1.6%

COORDINATE LIST

POINT NO. NORTHING EASTING ELEVATION

901 420015.6748 623947.6859 30.61

902 420010.4819 623949.3832 30.52

109 420008.5809 623950.0046 30.49

101 420008.8099 623972.5173 MATCH EX.

903 420011.6877 623959.5097 30.29

904 420013.5888 623958.8884 30.32

905 420012.9428 623971.2127 MATCH EX.

102 420017.5398 623969.7101 MATCH EX.

103 420018.7817 623957.1910 30.41

114 420229.3831 623899.9258 MATCH EX.

112 420218.1121 623881.5166 31.18

906 420216.2111 623882.1380 31.22

907 420211.4586 623883.6914 31.32

908 420214.5654 623893.1965 31.12

909 420219.3180 623891.6431 31.02

910 420224.3288 623890.0052 30.98

209 420263.2233 623867.6297 31.50

911 420254.5605 623870.6550 30.75

912 420249.4412 623872.3283 30.65

208 420247.5402 623872.9497 30.61

201 420250.2655 623893.1001 MATCH EX.

913 420892.5823 623892.5823 MATCH EX.

202 420256.9690 623890.9090 MATCH EX.

914 420250.6471 623882.4548 30.41

915 420252.5491 623881.8335 30.45

203 420257.6674 623880.1602 30.55

916 420268.7717 623875.9493 31.62

225 420472.2436 623795.7548 28.72

917 420469.4134 623796.6523 28.46

918 420460.7074 623799.4129 28.56

919 420450.2115 623803.8895 29.41

920 420449.1802 623811.8228 29.61

232 420463.7300 623808.9451 28.36

228 420472.5204 623806.1578 28.26

227 420480.3307 623803.6812 28.01

231 420477.6162 623817.5513 MATCH EX.

226 420484.4643 623815.3798 MATCH EX.

230 420486.6789 623816.8502 MATCH EX.

9:4

5:5

0

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\

dt_cr_

01_

west.d

gn

5/19/2

017

KENT



DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-

30

T201330010

JMH


500+00

502+00

503+00

400+00.00

505

+00


CONSTRUCTION DETAILS5 10 15

FEET

SCALE

0

2%

2%

WES

T S

TR

EET

BANK LANE

N

0.5%

2%

17

930

931

932

311

933

306

302

304

303

934

301

10’

5.5’

5’

5’

ALL TRUNCATED DOMES ARE TO BE 2’ WIDE WITH A 2% MAX (50:1) CROSS SLOPE

8.3% MAX (12:1) RUN SLOPE

2% MAX (50:1) CROSS SLOPE

RAMPS:

5%

CR5

1

COORDINATE LIST

POINT NO. NORTHING EASTING ELEVATION

930 420529.7155 623778.5800 28.48

931 420524.8827 623780.1125 28.23

932 420519.6889 623781.7594 28.12

311 420517.7825 623782.3639 28.08

933 420520.8051 623791.8962 27.88

301 420521.0851 623805.9402 MATCH EX.

306 420722.4600 620177.9001 MATCH EX.

302 420526.5169 623804.2496 MATCH EX.

304 420522.7115 623791.2916 27.92

303 420527.9053 623789.6447 28.03

934 420532.7381 623788.1123 28.28

9:4

7:3

0

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\

dt_cr_

02_

west.d

gn

5/19/2

017

KENT



DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-

30

T201330010

JMH


+ Unofficial Website Copy

9:4

7:5

2

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\cs_

notes_

west.d

gn

5/19/2

017

KENT



DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-

30

T201330010

JMH


CONTROL PLANS

M.O.T. AND EROSION

CONSTRUCTION PHASING,

TRAFFIC CONTROL NOTES LANE RESTRICTIONS

NOT TO SCALE

FOLLOWING EVENTS:

LANE CLOSURE RESTRICTIONS IN SECTION 800, LANE CLOSURES ARE NOT PERMITTED DURING THE

CONTRACTOR SHALL COORDINATE WITH AREA SPECIAL EVENTS. IN ADDITION TO THE EVENT AND HOLIDAY1.

THE ENGINEER WILL PROVIDE THE DATE.

GENERAL ELECTIONS - NO LANE CLOSURES ARE PERMITTED DURING THE DAY OF GENERAL ELECTIONS.B.

THE ENGINEER WILL PROVIDE THE DATE.

PRIMARY ELECTIONS - NO LANE CLOSURES ARE PERMITTED DURING THE DAY OF PRIMARY ELECTIONS.A.

18

ALLOWABLE LANE CLOSURE HOURS

WEST STREET

12:00

AM

1:00

AM

2:00

AM

3:00

AM

4:00

AM

5:00

AM

6:00

AM

7:00

AM

8:00

AM

9:00

AM

10:00

AM

11:00

AM

12:00

PM

1:00

PM

2:00

PM

3:00

PM

4:00

PM

5:00

PM

6:00

PM

7:00

PM

8:00

PM

9:00

PM

10:00

PM

11:00

PM

SUNDAY

MONDAY

TUESDAY

WEDNESDAY

THURSDAY

FRIDAY

SATURDAY

ONE LANE CLOSURE

ALL LANES OPEN

ALLOWABLE LANE CLOSURE HOURS

NORTH STREET

12:00

AM

1:00

AM

2:00

AM

3:00

AM

4:00

AM

5:00

AM

6:00

AM

7:00

AM

8:00

AM

9:00

AM

10:00

AM

11:00

AM

12:00

PM

1:00

PM

2:00

PM

3:00

PM

4:00

PM

5:00

PM

6:00

PM

7:00

PM

8:00

PM

9:00

PM

10:00

PM

11:00

PM

SUNDAY

MONDAY

TUESDAY

WEDNESDAY

THURSDAY

FRIDAY

SATURDAY

ONE LANE CLOSURE

ALL LANES OPEN

TRM NOTES

TABLE 6G-1 OF THE DE MUTCD.

CONTRACT MATERIAL ITEM. VERTICAL DIFFERENCES SHALL BE CORRECTED IN ACCORDANCE WITH

PERMANENT ROADWAY AT WHICH TIME THE MATERIAL WOULD BE PAID FOR UNDER THE RESPECTIVE

USED TO PROTECT EDGE DROP-OFFS, UNLESS THE MATERIAL IS EVENTUALLY UTILIZED AS PART OF A

NO SEPARATE PAYMENT SHALL BE MADE FOR MILLINGS OR GABC TEMPORARY ROADWAY MATERIAL (TRM)

IN THE NEXT SEGMENT AND SHALL BE INCIDENTAL TO THE PARTICULAR BASE COURSE PAY ITEM.

AND SHALL BE COMPACTED. EXCESS BASE COURSE MATERIAL SHALL BE PUSHED AHEAD AND USED

SHALL BE PLACED AT NO GREATER THAN THE SLOPE SPECIFIED IN TABLE 6G-1 OF THE DE MUTCD

SHALL BE INCIDENTAL TO ITEM 801000 - MAINTENANCE OF TRAFFIC. THE BASE COURSE MATERIAL

BETWEEN TRAVEL LANES AND PAVEMENT BOX, EDGE OF TRAVELWAY, DRIVEWAY OR ENTRANCE ACCESS

GRADING AND MAINTAINING BASE COURSE THAT IS BEING USED FOR THE ROADWAY WEDGE/FILLET

EDGE OF ROADWAY DROP-OFF.E.

PROPOSED ROAD CONSTRUCTION.

EDGE DROP-OFFS ADJACENT TO LIVE ROADWAY (LANE, SHOULDER OR TURN LANE) AND THED.

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

ENTRANCES.B.

DRIVEWAYS.A.

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

OR DIRECTED BY THE ENGINEER TO USE BITUMINOUS CONCRETE OR COLD PATCH. ALL MILLINGS AND

RESIDENCE OR EDGE DROP-OFF NEEDS TO BE MAINTAINED UNLESS OTHERWISE NOTED IN THE PLANS

MILLINGS OR GABC SHALL BE USED AT THE FOLLOWING LOCATIONS WHERE ACCESS TO A BUSINESS,2.

BITUMINOUS CONCRETE MILLING ITEM 403000.

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

FOR COLD PATCH, BITUMINOUS CONCRETE OR BITUMINOUS CONCRETE WEDGE SHALL BE PAID AS NOTED

TAPER MILL AS NOTED IN THE CONTRACT DOCUMENTS OR APPROVED BY THE ENGINEER. PAYMENT

CONTRACT PLANS. USE COLD PATCH, BITUMINOUS CONCRETE, BITUMINOUS CONCRETE WEDGE OR

AND PAVING OPERATIONS) IS PROHIBITED UNLESS IT IS OTHERWISE DESIGNATED TO BE USED IN THE

POTHOLE REPAIR, TAPERED EDGE FOR UTILITIES, BUTTJOINTS AND LONGITUDINAL DROP-OFFS (MILLING

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

THE USE OF MILLINGS AND GABC IN THE TRAVEL WAY, TEMPORARY TRAVEL WAY, HIGH VOLUME1.

REQUIRE THE TRAFFIC OFFICERS TO BE PRESENT FOR 3 DAY (24 HRS).

TRAFFIC OFFICERS SHALL BE USED ON THE FIRST DAY (8HRS) OF EACH PHASE. PHASE 3 WILL4.

THE ENGINEER RESERVES THE RIGHT TO MODIFY THE TRAFFIC CONTROL AS FIELD CONDITIONS DICTATE.3.

B. TA-3 AND TA-28 OR TA-29 FOR W. NORTH STREET CLOSURES.

A. TA-10 AND TA-28 OR TA-29 FOR S. WEST STREET CLOSURES.

FOLLOWING TYPICAL APPLICATIONS UNLESS DIRECTED OTHERWISE BY THE ENGINEER:

TEMPORARY TRAFFIC CONTROL AND SAFETY REQUIREMENTS. THIS PROJECT IS SUBJECT TO THE

TYPICAL APPLICATIONS PER THE DELAWARE MUTCD SHALL BE INCORPORATED TO ACHIEVE REQUIRED2.

TO ITEM 801000 UNLESS OTHERWISE SPECIFIED IN THE PLANS.

OR 1.5" STONE DUST OVER 4" OF GABC. TEMPORARY PEDESTRIAN PATHS SHALL BE INCIDENTAL

SHALL INCLUDE CONCRETE, HOT-MIX COMPACTED MILLINGS, PLYWOOD WALKWAY STRUCTURE,

AND SHALL BE ADA COMPLIANT. ACCEPTABLE MATERIALS FOR TEMPORARY PEDESTRIAN PATHS

ALTERNATE PEDESTRIAN ACCESS SHALL BE PROVIDED TO THE SATISFACTION OF THE ENGINEER

AT ALL TIMES DURING CONSTRUCTION. WHERE PEDESTRIAN ROUTES ARE CLOSED OR BLOCKED,

THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND ALONG PEDESTRIAN AND TRANSIT FACILITIES1.


9:4

8:1

2

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\cs_a

ws_

west.d

gn

5/19/2

017

KENT



DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-

30

T201330010

JMH


101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00111+00

201+

00

202

+00

203

+00

204+00

205+00

206

+00

501+00 502+00504+00

505+00

506+00 507+00 508+00

509+00

510

+00

511

+00

503+00

100+00

500+00

201+

00

206

+27

511

+43

60

FEET

SCALE

0 120 180

N

19

W.

WA

TE

R S

TR

EET (K

72)


BA

NK

LA

NE


W.

NO

RT

H

ST

REET (K

73)

* DISTANCE LEGEND

LETTER DISTANCE

XX/XX/XX

ROAD

WORK EXPECT

DELAYS

ROAD

WORK

STARTING

EXPECT

DELAYS

AHEAD

XX AM-X PM

F

E

D

C

B

A

PCMS

W20-1 (E) W20-1 (E)

W20-1 (E)

W20-1 (E)

W20-1 (E)

G20-2 (A) G20-2 (A)

G20-2 (A)

G20-2 (A)

G20-2 (A)

W20-1 (E)

G20-2 (A)

CONTROL PLANS

M.O.T., AND EROSION


10 DAYS PRIOR TO CONSTRUCTION:

5 DAYS AFTER CONSTRUCTION BEGUN:

100’

100’

100’

100’

100’

MESSAGE SIGN LOCATIONPORTABLE CHANGEABLE

BOTH SHOULDERS CLOSED

AHEAD

� MILE

1500 FT

1000 FT

500 FT

WARNING SIGNS

CONSTRUCTION ZONE

48" X 24"

G20-2

48" X 48"

W20-1

100’

*

WORK

ROAD

ROAD WORK

END

(SLAUGHTER STREET)

JERUSALEM WAY

ALL SIGNS PAID UNDER ITEM 810001.

ANY CONFLICTING SIGNS SHALL BE INCIDENTAL TO ITEM 810001.

BY THE ENGINEER PRIOR TO INSTALLATION. THE COVERING OF

*NOTE: THE CONTRACTOR SHALL LAYOUT SIGNS FOR APPROVAL

* NOTE: ALL PERMANENT WARNING SIGNS PAID UNDER ITEM 810001.

OF CONSTRUCTION:

PRIOR TO CONSTRUCTION, THROUGH 5 DAYS AFTER THE BEGINNING

PCMS BOARDS SHALL DISPLAY THE FOLLOWING MESSAGES 10 DAYS*

ASSUMES USE OF THREE (3) PCMS BOARDS.*

FIELD IN CONSULTATION WITH THE DISTRICT SAFETY OFFICER.

LOCATIONS OF PCMS TO BE DETERMINED BY THE ENGINEER IN THE*


SEQUENCE OF CONSTRUCTION

BEFORE BEGINNING WORK IN THE NEXT PHASE/STAGE.

SHALL BE STABILIZED AS DIRECTED BY THE ENGINEER

BY THE ENGINEER. ALL DISTURBED AREAS IN A STAGE

SUBSEQUENT PHASE/STAGE UNLESS OTHERWISE APPROVED

IN A PHASE/STAGE BEFORE STARTING WORK IN A

SEQUENCE. ALL WORK SHALL BE COMPLETEDFOLLOWING

THE CONTRACTOR SHALL COMPLETE ALL WORK IN THE

PHASE 2

WV

WV

WV

+

U

HOTMIX HOTMIX

CONC. SIDEWALK


CONC. SIDEWALK

CO

NC.

SID

EW

AL

K

CO

NC.

SID

EW

AL

K

CO

NC.

SID

EW

AL

K

1125/9A

236

9

GUY POLE

21909/48994

PCC CURB

TYPE 1-8

PC

C

CU

RB

TY

PE 3-8



GRASS

GRASS

GRASS

GRASS

GRAVELGRAVEL

HO

TMIX

HO

TMIX

GRASSTELEPHONE

YA10D/8

HOTMIX

HOTMIX


CONC.

BOX

LOOSE ROCK PILE


W.

WA

TE

R S

TR

EET (K

72)




SWM

FACILITY

PARKING LOT HOTMIX

100+00 101+00 102+00 103+00 104+00 105+00

PI 10

0+00.00

500+00 501+00 502+0050

3+00

34" x 24"

34" x 24"

100101

200

201

202

2049:4

9:0

1 A

M

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\cs01_

west.d

gn

5/19/2

017

KENT

20 40 60



DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-SCALE

0

30

T201330010

JMH


CFL

N

PHASING NOTES:

CONTROL PLANS

M.O.T. AND EROSION


JUSTICE OF THE PEACE ENTRANCE (NORTHBOUND SIDE)

PHASE 1 - WEST STREET - W. WATER STREET TO

BANK LANE (NORTHBOUND SIDE)

PHASE 2 - WEST STREET - JUSTICE OF THE PEACE ENTRANCE TO

MA

TC

HLIN

E S

TA

TIO

N

503+

50

SEQUENCE LEGEND

CONSTRUCTION

PHASE 1

PHASE 2

PHASE 3

20

PHASE 1

CFL

6

SF

38

SF

30

SF

74

DURING PHASE 3.

DRIVEWAY TO BE PAVED

WITH MAINTAINING ENTRANCES ARE INCIDENTAL TO THE CONTRACT.

JUSTICE OF THE PEACE DURING THIS PHASE OF CONSTRUCTION. COSTS ASSOCIATED

CONTRACTOR SHALL MAINTAIN ACCESS TO ENTRANCES AND COORDINATE WITH THE

TOPSOIL AND SEED ALL DISTURBED AREAS WITHIN THIS PHASE OF CONSTRUCTION.11.

WITH GABC AS A TEMPORARY MEASURE UNTIL PHASE 3 FULL-DEPTH RECONSTRUCTION.

ROADWAY PATCHING WITHIN THE DRIVEWAY APRON SHALL BE FILLED TO GRADE10.

CONSTRUCTION PLANS.

MILL AND OVERLAY JUSTICE OF THE PEACE PARKING LOT AS SHOWN ON THE 9.

THIS PHASE OF CONSTRUCTION.

CONSTRUCT PROPOSED CURB, SIDEWALK, ROADWAY PATCH AND DRAINAGE WITHIN8.

ADJUST AND/OR RELOCATE ANY UTILITIES DENOTED WITHIN THIS PHASE.7.

THE PHASE.

REMOVE EXISTING SIDEWALK AND CURB WITHIN THE CONSTRUCTION LIMITS OF6.

ALONG WEST STREET.

USING TA-10 OF THE TRAFFIC CONTROL MANUAL, CLOSE THE TRAVEL LANE5.

MAY BE CONSTRUCTED AT A TIME TO MAINTAIN PEDESTRIAN ACCESS.

SHALL BE APPROVED BY THE ENGINEER. ONLY ONE CORNER OF AN INTERSECTION

WHEN APPLICABLE. PRIOR TO CLOSURE OF ANY SIDEWALK, PEDESTRIAN MOT

IMPLEMENT SIDEWALK DETOUR, FOLLOWING TA-28 OR TA-29 TEMPORARY SIGNING,4.

INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES AS REQUESTED.3.

INSTALL ADVANCE WARNING SIGNS PER ADVANCE WARNING SIGN LAYOUT SHEET.2.

CONSTRUCTION.

PLACE PORTABLE CHANGEABLE MESSAGE SIGNS TEN (10) DAYS IN ADVANCE OF1.







CONSTRUCT PROPOSED CURB, SIDEWALK AND ROADWAY PATCH.6.


THE PHASE.


ALONG WEST STREET.






INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES.1.

EXISTING R/W

EXISTING R/W

D/R 2010-269TP# ED-05-077.13-01-31.03


D/R 5167-217, 5139-76 AND 4491-276TP# ED-05-077.13-01-08.00


D/R W-23-390TP# ED-05-076.12-04-34.00


EXISTING R/W

D/R 355-267TP# ED-05-076.08-01-45.00


EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

VA

RIE

S

VA

RIE

S

60’

66’

UNKNOWN

D/R 2375-327TP# ED-05-076.00-01-13.03




EXISTING NORFOLK SOUTHERN R/WUnofficial Website Copy









+

+

+ +

WVWV

WV

HOTMIX

CONC. SIDEWALK

CO

NC.

SID

EW

AL

K

CO

NC.

SID

EW

AL

K

1 STORY BLOCK

105/7

7A

238

PC

C

CU

RB

TY

PE 3-8

1’ BRICK WALL

GRASS

GRAVEL

GRASSGRASS

GRAVEL

HO

TMIX

GRASS


HOTMIX


1 STORY BLOCK

2 STORY BRICK



CORPORATION

CHESAPEAKE

UTILITIES

CORPORATION

STEEL

BOLLARD

HOTMIX CURB

BA

NK

LA

NE



ROUND

SIGN POST

UTILITY POLE

BOLLARD

PCC


106+00 107+00 108+00 109+00 110+00

PI 10

6+17.64

504+00

505+00506+00 507+00 508+00

101 103

202

2032049:4

9:1

4

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\cs02_

west.d

gn

5/19/2

017

KENT

20 40 60



DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-SCALE

0

30

T201330010

JMH


N

CONTROL PLANS

M.O.T. AND EROSION


PHASING NOTES:

102

MA

TC

HLIN

E S

TA

TIO

N

508+

50

MA

TC

HLIN

E S

TA

TIO

N

503+

50

SEQUENCE LEGEND

CONSTRUCTION

PHASE 1

PHASE 2

PHASE 3

BANK LANE (NORTHBOUND SIDE)

PHASE 2 - WEST STREET - JUSTICE OF THE PEACE ENTRANCE TO

21

PHASE 2

PHASE 3

SF

95

DURING PHASE 3.

ROADWAY TO BE PAVED

STATION 510+50 (NORTHBOUND SIDE)

PHASE 3 - WEST STREET/NORTH STREET - BANK LANE TO







CONSTRUCT PROPOSED CURB, SIDEWALK AND ROADWAY PATCH.6.


THE PHASE.


ALONG WEST STREET.







INCIDENTAL TO THE CONTRACT.

PEACE DURING THIS PHASE OF CONSTRUCTION. COSTS ASSOCIATED WITH MAINTAINING ENTRANCES ARE

CONTRACTOR SHALL MAINTAIN ACCESS TO ENTRANCES AND COORDINATE WITH THE JUSTICE OF THE


(DRIVEWAY PATCH) AND BANK LANE (ROADWAY PATCH) AS SHOWN ON THE PLANS.

PERFORM FULL-DEPTH RECONSTRUCTION OF JUSTICE OF THE PEACE ENTRANCE AT STA. 502+509.

REMOVE THE TEMPORARY FENCE.8.

INSTALL PROPOSED DECORATIVE FENCE AT LOCATION SHOWN ON THE CONSTRUCTION PLANS.7.

CONSTRUCTION.

CONSTRUCT PROPOSED CURB, SIDEWALK, ROADWAY PATCH AND DRAINAGE WITHIN THIS PHASE OF6.

REMOVE EXISITNG CHAINLINK FENCE.

INSTALL PROPOSED TEMPORARY CHAINLINK FENCE AT LOCATION SHOWN ON CONSTRUCTION PLANS.5.


USING TA-10 OF THE TRAFFIC CONTROL MANUAL, CLOSE THE TRAVEL LANE ALONG WEST STREET.3.

CORNER OF AN INTERSECTION MAY BE CONSTRUCTED AT A TIME TO MAINTAIN PEDESTRIAN ACCESS.

TO CLOSURE OF ANY SIDEWALK, PEDESTRIAN MOT SHALL BE APPROVED BY THE ENGINEER. ONLY ONE

IMPLEMENT SIDEWALK DETOUR, FOLLOWING TA-28 OR TA-29 TEMPORARY SIGNING, WHEN APPLICABLE. PRIOR2.


EXISTING R/W

D/R Z-17-333TP# ED-05-076.12-04-33.00


LANDS N/F

D/R 411-1TP# ED-05-076.12-04-32.00


D/R 355-267TP# ED-05-076.08-01-45.00


D/R 481-37TP# ED-05-076.00-01-13.01


EXISTING R/W

VA

RIE

S

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

66’

66’

D/R W-23-390TP# ED-05-076.12-04-34.00


66’

50’

D/R 2375-327TP# ED-05-076.00-01-13.03


50’50’3

0’

D/

R 4

11-1

TP#

ED-05-07

6.1

2-04-32.0

0S

KIP

JA

CK, IN

CL

AN

DS

N/

F





D/R Z-17-333TP# ED-05-076.12-04-33.00


LANDS N/F

60’

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W










16

VZ YA16

HOTMIX SIDEWALK


GRASS GRASS

C.B.

RAILROAD CROSSING

GATE AND SIGNAL

RAILROAD SIGNAL

RAIL

RO

AD

CR

OS

SIN

G

J.W.

CONC. SIDEWALK

PCC CURB TYPE 1-8

9 106

111+

00

111+

00

PI 111+00.00

200+00

201+00

202+00203+00

204+00205+00

206+00 206+27

PO

B 200

+00.00

PC 200

+58.39

PT 201+

62.48

PO

E 206

+27.16

PI 201+

10.51

509+00

510+00

511+00

511+43

PEPE

PE

300301

302

9:4

9:2

7

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\cs03_

west.d

gn

5/19/2

017

KENT

20 40 60



DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-SCALE

0

30

T201330010

JMH


U

WV

WVWV

WV

WV

D

D

CD-W-10"

CD-W-4"

CD-W-10"

CD-

W-8"

CD-W-12"

CD-S-15"

CD-S-15"

CD-S-6"

CD-S-8"

CD-S-4"

CU-G-6"

CU-

G-6"

VE

R-F

O

VE

R-F

O

VE

R-F

O

PEPE

PE

+

+

+

+

+

WV

WVWV

++

+

WV

WV

+



JE

RU

SA

LE

M

WA

Y(S

LA

UG

HTE

R S

TR

EET)

+

+

+

D/R 411-1TP# ED-05-076.12-04-32.00


N


103

203

CONTROL PLANS

M.O.T. AND EROSION


PHASING NOTES:

22

PHASE 3

SEQUENCE LEGEND

CONSTRUCTION

PHASE 1

PHASE 2

PHASE 3

STATION 511+33 (EASTBOUND SIDE)

PHASE 3 - WEST STREET/NORTH STREET - BANK LANE TO

INCIDENTAL TO THE CONTRACT.

PEACE DURING THIS PHASE OF CONSTRUCTION. COSTS ASSOCIATED WITH MAINTAINING ENTRANCES ARE

CONTRACTOR SHALL MAINTAIN ACCESS TO ENTRANCES AND COORDINATE WITH THE JUSTICE OF THE


(DRIVEWAY PATCH) AND BANK LANE (ROADWAY PATCH) AS SHOWN ON THE PLANS.

PERFORM FULL-DEPTH RECONSTRUCTION OF JUSTICE OF THE PEACE ENTRANCE AT STA. 502+509.

REMOVE THE TEMPORARY FENCE.8.

INSTALL PROPOSED DECORATIVE FENCE AT LOCATION SHOWN ON THE CONSTRUCTION PLANS.7.

CONSTRUCTION.

CONSTRUCT PROPOSED CURB, SIDEWALK, ROADWAY PATCH AND DRAINAGE WITHIN THIS PHASE OF6.

REMOVE EXISITNG CHAINLINK FENCE.

INSTALL PROPOSED TEMPORARY CHAINLINK FENCE AT LOCATION SHOWN ON CONSTRUCTION PLANS.5.


USING TA-10 OF THE TRAFFIC CONTROL MANUAL, CLOSE THE TRAVEL LANE ALONG WEST STREET.3.

CORNER OF AN INTERSECTION MAY BE CONSTRUCTED AT A TIME TO MAINTAIN PEDESTRIAN ACCESS.

TO CLOSURE OF ANY SIDEWALK, PEDESTRIAN MOT SHALL BE APPROVED BY THE ENGINEER. ONLY ONE

IMPLEMENT SIDEWALK DETOUR, FOLLOWING TA-28 OR TA-29 TEMPORARY SIGNING, WHEN APPLICABLE. PRIOR2.


EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

D/R 6334-218

TP# ED-05-076.12-04-08.01

DOVER KIDZ, LLC

LANDS N/F

D/R 652-189TP# ED-05-076.12-04-11.00


D/R 532-200TP# ED-05-076.12-04-26.00


EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

66’

106’

50’

40’

50’

VA

RIE

S


D/R 481-37TP# ED-05-076.00-01-13.01


D/R 411-1TP# ED-05-076.12-04-32.00


PER D.R. Z32-60 & Z33-330


EXIS

TIN

G

NO

RF

OL

K

SO

UT

HE

RN

R/

W

EXIS

TIN

G

NO

RF

OL

K

SO

UT

HE

RN

R/

W

SO

UT

HE

RN

R/

W

EXIS

TIN

G

NO

RF

OL

K

SO

UT

HE

RN

R/

W

EXIS

TIN

G

NO

RF

OL

K

10’

D/R 481-37TP# ED-05-076.00-01-13.01



WV

WV

WV

+

U

HOTMIX HOTMIX

CONC. SIDEWALK


CONC. SIDEWALK

CO

NC.

SID

EW

AL

K

CO

NC.

SID

EW

AL

K

CO

NC.

SID

EW

AL

K

1125/9A

236

9

GUY POLE

21909/48994

PCC CURB

TYPE 1-8

PC

C

CU

RB

TY

PE 3-8



GRASS

GRASS

GRASS

GRASS

GRAVELGRAVEL

HO

TMIX

HO

TMIX

GRASSTELEPHONE

YA10D/8

HOTMIX

HOTMIX


CONC.

BOX

LOOSE ROCK PILE


W.

WA

TE

R S

TR

EET (K

72)




SWM

FACILITY

PARKING LOT HOTMIX

100+00 101+00 102+00 103+00 104+00 105+00

PI 10

0+00.00

500+00 501+00 502+0050

3+00

STOP

STOPSTOP

W Water St

W Water St

S West St

S West St

W WATER ST

W WATER ST

S WEST ST

S WEST ST

STOP

1A

1C

1B

1D

1E

2A

2C

2B

2D

2E3 4

PARKING

PARKING

10A

10B

9A

9B 9C

ITMS-T ITMS-T

34" x 24"

34" x 24"

TCE TCETCE

PE-1 PE-1

100101

200

201

202

2049:4

9:5

4

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\ss01_

west.d

gn

5/19/2

017

KENT

20 40 60



DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-SCALE

0

30

T201330010

JMH


WV

WV

WV

U

CD-

W-8"

CD-W-10"

CD-W-10"

CD-W-10"

CU-G-6"

CU-

G-6"

CU-G-8"

VER-FO

VE

R-F

O

VE

R-F

O

VER-FO

VER-FO

ESNG-G-10"

ESNG-G-6"

23

B

PAVEMENT MARKINGS LEGEND

ITEMSYMBOL QUANTITY

A

D

D

A

RM

C STRIPING

EXISTING RM

CSTRIPING

EXISTING

A A

E E

D

E

PAVEMENT STRIPING (ITEM 817002)

24" SOLID WHITE ALKYD THERMOPLASTIC



360 SF

45 SF

576 LF

0 LF

C CC

C

STRIPING (ITEM 817013)

5" SOLID YELLOW EPOXY RESIN PAVEMENT

336 LF

RM

CSTRIPING

EXISTING

N


5" SOLID DOUBLE YELLOW EPOXY RESIN PAVEMENT

MA

TC

HLIN

E S

TA

TIO

N

503+

50

GRAVEL

STRIPING, AND ITMS

SIGNING AND


5" SOLID WHITE EPOXY RESIN PAVEMENT

F(16’X9’ TYP.)

PARKING LOT

F 224 LFSTRIPING (ITEM 817003)


JW

7

CO

F1

JW

14

CO

X

JW

X

(4) 1" RIBBED INNER DUCT

4" MULTIDUCT, PVC (TRENCH) WITH

WITH (4) 1" RIBBED INNER DUCT

4" MULTIDUCT, SDR-13.5 HDPE (BORE),

ITMS-T

ITMS-B

PROPOSED JUNCTION WELL & TYPE

PROPOSED CONDUIT RUN & IDENTIFIER

ITMS LEGEND

CO

F2

LEGEND

P- ATTACH TO POLE0- OPEN CUTT- TRENCHB- BORE

HR- HOME RUNBSC- BARE STRANDED COPPERX- DENOTES EXISTING MM- MULTI MODE FIBER OPTICS

SM- SINGLE MODE FIBER OPTICS

LENGTHSIZECO# B/T/O/P AMOUNT AND TYPE OF CABLE/ WIRECONDUITS

# OF

CONDUIT RUN SCHEDULE

1 200’ TF1 4" (2)48 CNT SM

125’ T1F2 4" (2)48 CNT SM

48 CNT

48 CNT

EXISTING R/W

EXISTING R/W

D/R 2010-269TP# ED-05-077.13-01-31.03


D/R 5167-217, 5139-76 AND 4491-276TP# ED-05-077.13-01-08.00


D/R W-23-390TP# ED-05-076.12-04-34.00


EXISTING R/W

D/R 355-267TP# ED-05-076.08-01-45.00


EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

VA

RIE

S

VA

RIE

S

60’

66’

UNKNOWN

D/R 2375-327TP# ED-05-076.00-01-13.03





+

+

+ +

WVWV

WV

HOTMIX

CONC. SIDEWALK

CO

NC.

SID

EW

AL

K

CO

NC.

SID

EW

AL

K

1 STORY BLOCK

105/7

7A

238

PC

C

CU

RB

TY

PE 3-8

1’ BRICK WALL

GRASS

GRAVEL

GRASSGRASS

GRAVEL

HO

TMIX

GRASS


HOTMIX


1 STORY BLOCK

2 STORY BRICK



CORPORATION

CHESAPEAKE

UTILITIES

CORPORATION

STEEL

BOLLARD

HOTMIX CURB

BA

NK

LA

NE



ROUND

SIGN POST

UTILITY POLE

BOLLARD

PCC


106+00 107+00 108+00 109+00 110+00

PI 10

6+17.64

504+00

505+00506+00 507+00 508+00

SPEEDLIMIT

25

NO

TRASSPASSING

BANK LANE

BANK LANE

STOPNO

TRASSPASSING

394

STOP

7A

7B

7C

5A

5B

8B

8C

6C

6D

6E

SPEEDLIMIT

25

8A

11B11C

11A

Bank Ln

Bank Ln

S West St

S West St

6A

6B

W North St

13A

13B

12

ITMS-T

PE-2

PE

101

102

103

202

2032049:5

0:0

6

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\ss02_

west.d

gn

5/19/2

017

KENT

20 40 60



DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-SCALE

0

30

T201330010

JMH


WVWV

WV CD-W-10"

CD-W-10"

CD-W-10"

CD-

W-6"

CU-G-8"CU-G-6"

CU-

G-8"

ESNG-G-6"

ESNG-G-6"

ESNG-G-10"ESNG-G-10"

ATT-C

ATT-C

AT

T-

C

WM

WM

VER-FO VER-FO

N

24

PAVEMENT MARKINGS LEGEND

ITEMSYMBOL QUANTITY

A

D

E





180 SF

25 SF

748 LF

RM

C STRIPING

EXISTING

AA

D

E

C C

RM

C STRIPING

EXISTING

420 LF

B

C


5" SOLID YELLOW EPOXY RESIN PAVEMENT0 LF

C

MA

TC

HLIN

E S

TA

TIO

N

508+

50

MA

TC

HLIN

E S

TA

TIO

N

503+

50

STRIPING, AND ITMS

SIGNING AND


5" SOLID DOUBLE YELLOW EPOXY RESIN PAVEMENT



STRIPINGTIE INTO EXISTING

JW

14

CO

F3

CO

F2

CO

X

JW

X





ITMS-T

ITMS-B



ITMS LEGEND

LEGEND





# OF


1 420’ TF2 4" (2)48 CNT SM

80’ T1F3 4" (2)48 CNT SM

EXISTING R/W

D/R Z-17-333TP# ED-05-076.12-04-33.00


LANDS N/F

D/R 411-1TP# ED-05-076.12-04-32.00


D/R 355-267TP# ED-05-076.08-01-45.00


D/R 481-37TP# ED-05-076.00-01-13.01


EXISTING R/W

VA

RIE

S

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

60’

66’

66’

D/R W-23-390TP# ED-05-076.12-04-34.00


66’

50’

D/R 2375-327TP# ED-05-076.00-01-13.03


50’50’3

0’

D/

R 4

11-1

TP#

ED-05-07

6.1

2-04-32.0

0S

KIP

JA

CK, IN

CL

AN

DS

N/

F





16

VZ YA16

HOTMIX SIDEWALK


GRASS GRASS

C.B.

RAILROAD CROSSING

GATE AND SIGNAL

RAILROAD SIGNAL

J.W.

CONC. SIDEWALK

PCC CURB TYPE 1-8

9 106

111+

00

111+

00

PI 111+00.00

200+00

201+00

202+00203+00

204+00205+00

206+00 206+27

PO

B 200

+00.00

PC 200

+58.39

PT 201+

62.48

PO

E 206

+27.16

PI 201+

10.51

509+00

510+00

511+00

511+43

RR

PEPE

PE

300301

302

9:5

0:2

2

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\ss03_

west.d

gn

5/19/2

017

KENT

20 40 60



DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-SCALE

0

30

T201330010

JMH


U

WV

WVWV

WV

WV

D

D

CD-W-10"

CD-W-4"

CD-W-10"

CD-

W-8"

CD-W-12"

CD-S-15"

CD-S-15"

CD-S-6"

CD-S-8"

CD-S-4"

CU-G-6"

CU-

G-6"

VE

R-F

O

VE

R-F

O

VE

R-F

O

+

+

+

+

+

WV

WVWV

++

+

WV

WV

+



JE

RU

SA

LE

M

WA

Y(S

LA

UG

HTE

R S

TR

EET)

+

+

+

TRACKS

ON

STOP

DO NOT

R R

JERUSALEM WAY

STOP

STOP

W North St

W North St

S West St

S West St

W North St

W North St

BIKE ROUTE

19

17

21A

21B

21C

21D

21E

18A

18B

18C

18D

18E

16A

16B

16C

22A

22B

14

Jerusalem Wy

Jerusalem Wy

RR

15

ITM

S-T

20B

20C

20A

D/R 411-1TP# ED-05-076.12-04-32.00


N


103203

25

STRIPING, AND ITMS

SIGNING AND

BE PERFORMED BY THE RAILROAD.

ALL SIGNING AND STRIPING ON THIS SHEET WILL1.

NOTES:

CO

F3

JW

14

ST

REET (K

190)

S.

WES

T

CO

X

JW

X





ITMS-T

ITMS-B



ITMS LEGEND

LEGEND





# OF


50’ T1F3 4" (2)48 CNT SM

48 CNT

48 CNT

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

D/R 6334-218

TP# ED-05-076.12-04-08.01

DOVER KIDZ, LLC

LANDS N/F

D/R 652-189TP# ED-05-076.12-04-11.00


D/R 532-200TP# ED-05-076.12-04-26.00


EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

66’

106’

50’

40’

50’

VA

RIE

S


D/R 481-37TP# ED-05-076.00-01-13.01


D/R 411-1TP# ED-05-076.12-04-32.00


PER D.R. Z32-60 & Z33-330


EXIS

TIN

G

NO

RF

OL

K

SO

UT

HE

RN

R/

W

EXIS

TIN

G

NO

RF

OL

K

SO

UT

HE

RN

R/

W

SO

UT

HE

RN

R/

W

EXIS

TIN

G

NO

RF

OL

K

SO

UT

HE

RN

R/

W

EXIS

TIN

G

NO

RF

OL

K

D/R 481-37TP# ED-05-076.00-01-13.01



9:5

0:4

0

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\ss04

_west.d

gn

5/19/2

017

KENT



DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-

30

T201330010

JMH

TRAIL CONNECTIONWEST STREET 26

96.125TOTALS 10 13 25.0

NOT TO SCALE

23 1A D3-1 STREET BLADE 1 42 12 3.5 NEW 1 S West St

23 1B D3-1 STREET BLADE 1 42 12 3.5 NEW 1 S West St

23 1C D3-1 STREET BLADE 1 48 12 4.0 NEW 1 W Water St

23 1E R1-1 STOP 1 36 36 9.0 NEW 1

23 2A STREET BLADE 2 REMOVE 1 S WEST ST

23 2B STREET BLADE 2 REMOVE 1 S WEST ST

23 2C STREET BLADE 2 REMOVE 1 W WATER ST

23 2D STREET BLADE 2 REMOVE 1 W WATER ST

23 2E STOP 2 REMOVE 1

23 3 R1-1 STOP 3 36 36 9.0 NEW 1

23 4 STOP 4 REMOVE 1

24 5A 394 5 REMAIN

24 5B NO TRESPASSING 5 REMAIN

24 6A D3-1 STREET BLADE 6 42 12 3.5 NEW 1 Bank Ln

24 6B D3-1 STREET BLADE 6 42 12 3.5 NEW 1 Bank Ln

24 6C R1-1 STOP 6 36 36 9.0 NEW 1

24 7A STREET BLADE 7 REMOVE 1 BANK LANE

24 7B STREET BLADE 7 REMOVE 1 BANK LANE

24 7C STOP 7 REMOVE 1

24 8A SPEED LIMIT - 25 MPH 8 REMOVE 1

24 8B SPEED LIMIT - 25 MPH 8 24 30 5.0 NEW 1

25 19 DO NOT STOP ON TRACKS 19 REMAIN

25 20A BIKE ROUTE 20 REMAIN

25 21A STREET BLADE 21 REMAIN S West St

25 21B STREET BLADE 21 REMAIN S West St

25 21C STREET BLADE 21 REMAIN W North St

25 21D STREET BLADE 21 REMAIN W North St

25 21E STOP 21 REMAIN

25 14 OBJECT MARKER 14 REMAIN

25 16A LEFT TURN PROHIBITED 16 REMAIN

25 16B PED CROSSING 16 REMAIN

25 16C DOWNWARD DIAGONAL ARROW 16 REMAIN

25 17 GRADE CROSSING ADVANCE WARNING 17 REMAIN

25 18A STREET BLADE 18 REMAIN Jerusalem Wy

25 18B STREET BLADE 18 REMAIN Jerusalem Wy

25 18C STREET BLADE 18 REMAIN W North St

25 18D STREET BLADE 18 REMAIN W North St

25 18E STOP 18 REMAIN

SIGN SCHEDULE

23 10A PARKING 10 REMAIN

23 10B PARKING 10 REMAIN

24 8C NO TRESPASSING 8 REMAIN

25 15 LEFT TURN PROHIBITED 15 REMAIN

25 22B DOWNWARD DIAGONAL ARROW 22 REMAIN

25 22A PED CROSSING 22 REMAIN

23 9B OM4-3 OBJECT MARKER 9 18 18 2.25 NEW 2.25

23 9A W1-7 TWO-DIRECTION ARROW 9 48 24 8.0 NEW 8.0

24 11A W1-7 TWO-DIRECTION ARROW 11 48 24 8.0 NEW 8.0

23 9C OM4-3 OBJECT MARKER 9 18 18 2.25 NEW 2.25

24 11C OM4-3 OBJECT MARKER 11 18 18 2.25 NEW 2.25

24 11B OM4-3 OBJECT MARKER 11 18 18 2.25 NEW 2.25

23 1D D3-1 STREET BLADE 1 48 12 4.0 NEW 1 W Water St

24 12 W10-4 GRADE CROSSING AND INTERSECTION ADVANCE WARNING 12 36 36 9.0 NEW 1

24 13B W16-8P ADVANCED STREET NAME 13 30 9 1.875 NEW 1 W North St

24 13A W3-1 STOP AHEAD 13 30 30 6.25 NEW 1

25 20B PEDESTRIAN 20 REMAIN

25 20C DOWNWARD DIAGONAL ARROW 20 REMAIN

INDICATOR

PLAN

ACTION ACTION

PERMANENT SIGN SCHEDULE

CODE DESCRIPTION REMARKSNO.

SHEET

NO.

ASSEMBLY

(IN.)

WIDTH

SIGN

(IN.)

HEIGHT

SIGN

(SF)

AREA

SIGNSINGLE POST (EA)

ITEM 819018

MULTI POST (SF)

ITEM 819019

0-6" (EACH)

4" HOLE,

ITEM 749688

>6" (EACH)

4" HOLE,

ITEM 749689

REMOVE INSTALL REMOVE INSTALL



+

+

+ +

WVWV

WV

HOTMIX

CONC. SIDEWALK

CO

NC.

SID

EW

AL

K

CO

NC.

SID

EW

AL

K1 STORY BLOCK

105/7

7A

238

PC

C

CU

RB

TY

PE 3-8

1’ BRICK WALL

GRASS

GRAVEL

GRASSGRASS

GRAVEL

HO

TMIX

GRASS


HOTMIX


1 STORY BLOCK

2 STORY BRICK


CORPORATION


CORPORATION

UTILITIES

CHESAPEAKE

BOLLARD

STEEL

HOTMIX CURB

BA

NK

LA

NE



SIGN POST

ROUNDBOLLARD

UTILITY POLE


PCC

106+00 107+00 108+00 109+00 110+00

PI 10

6+17.64

504+00

505+00506+00 507+00 508+00

PE-2

PE

101

102

103

202

20320410:0

2:0

9

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\r

w_sh_

02_

west.d

gn

5/16/2

017

KENT

20 40 60



DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-SCALE

0

30

T201330010

JMH


5007 5008

5009

5010501150125013

5014

5015

5016

5017

5018

5019

5026

N

28

RIGHT-OF-WAY PLANS

MA

TC

HLIN

E S

TA

TIO

N

503+

50

MA

TC

HLIN

E S

TA

TIO

N

508+

50

CORPORATION

UTILITIES

CHESAPEAKE

BA

NK

LA

NE

SHEET 2 OF 4

EXISTING R/W

D/R Z-17-333TP# ED-05-076.12-04-33.00


LANDS N/F

D/R 411-1TP# ED-05-076.12-04-32.00


D/R 355-267TP# ED-05-076.08-01-45.00


D/R 481-37TP# ED-05-076.00-01-13.01


EXISTING R/W

VA

RIE

S

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

60’

66’

66’

D/R W-23-390TP# ED-05-076.12-04-34.00


50’

D/R 2375-327TP# ED-05-076.00-01-13.03


50’50’3

0’

D/

R 4

11-1

TP#

ED-05-07

6.1

2-04-32.0

0S

KIP

JA

CK, IN

CL

AN

DS

N/

F





+

+

+

+

U

+

WV

WVWV

++

+

WV

WV

+

HO

TMIX

HOTMIX

HOTMIX

HOTMIX SIDEWALK

HOTMIX SIDEWALK

CONC.

CONC.

YA16 2-1

16

YA16-2

VZ YA16

HOTMIX SIDEWALK



GU

TT

ER

TY

PE 3-8

PC

C

CU

RB

AN

D

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

C.B.

C.B.C.B.

C.B.

12"

RC

P



HOTMIX

DRIVEWAY

GRAVEL

12"

RC

P

CO

NC

RE

TE

CR

OS

SIN

G

GATE AND SIGNAL

RAILROAD CROSSING

GATE AND SIGNAL

RAILROAD CROSSING

RAILROAD SIGNAL

DUNCAN CENTER

RAILROAD TIE WALL

GA

TE

AN

D

SIG

NA

L

RAIL

RO

AD

CR

OS

SIN

G

RAIL

RO

AD

SIG

NA

L

WARNING SIGNAL

RAILROAD CROSSING

CONC. SIDEWALK


J.W.

GU

TT

ER

TY

PE 1-6

PC

C

CU

RB

AN

D

J.W.

CONC. SIDEWALK

PCC CURB TYPE 1-8

HOTMIX SIDEWALK



HO

TMIX

CU

RB

DE

LM

AR

VA

CE

NT

RA

L

RAIL

RO

AD

GUTTER TYPE 3-8

PCC CURB AND

12"

RC

P

48" RCP

(SL

AU

GH

TE

R S

TR

EET)

JE

RU

SA

LE

M

WA

Y

+

+

+

2190248961

9 106

CABINETSIGNAL

28’ SLIDING GATE

111+

00

111+

00

PI 111+00.00

200+00

201+00

202+00203+00

204+00205+00

206+00 206+27

PO

B 200

+00.00

PC 200

+58.39

PT 201+

62.48

PO

E 206

+27.16

PI 201+

10.51

509+00

510+00

511+00

511+43

PEPE

PE

203

300301

302

103

10:2

3:3

7

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\r

w_sh_

03_

west.d

gn

5/16/2

017

KENT

20 40 60



DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-SCALE

0

30

T201330010

JMH


5020

5021

5022

5023

5024

5025

5027

5028

5029

5030

N

29

RIGHT-OF-WAY PLANS


SHEET 3 OF 4

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

D/R 6334-218

TP# ED-05-076.12-04-08.01

DOVER KIDZ, LLC

LANDS N/F

D/R 652-189TP# ED-05-076.12-04-11.00


D/R 532-200TP# ED-05-076.12-04-26.00


EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

66’

106’

50’

40’

50’

VA

RIE

S


D/R 481-37TP# ED-05-076.00-01-13.01


D/R 411-1TP# ED-05-076.12-04-32.00


PER D.R. Z32-60 & Z33-330


EXIS

TIN

G

NO

RF

OL

K

SO

UT

HE

RN

R/

W

EXIS

TIN

G

NO

RF

OL

K

SO

UT

HE

RN

R/

W

SO

UT

HE

RN

R/

W

EXIS

TIN

G

NO

RF

OL

K

SO

UT

HE

RN

R/

W

EXIS

TIN

G

NO

RF

OL

K

12’

12’


10:1

9:3

2

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.1

2 (Task 12,

West Street Fin

al Desig

n)\

CA

DD

FIL

ES\r

w_sh_

04

_west.d

gn

5/16/2

017

KENT



DELAWARE

CHECKED BY:

TOTAL SHTS.

SHEET NO.

DESIGNED BY:

BRIDGE NO.CONTRACT

ASHCOUNTY

-

30

T201330010

JMH

TRAIL CONNECTIONWEST STREET 30

RIGHT-OF-WAY PLANSNOT TO SCALE

NUMBERSHEETPLAN

OWNERSHIP OF RECORD TITLE SOURCE

AREA TO BE ACQUIRED

A=ASSESMENT C=CALCULATED

D=DEED

(ACRE)BEFORE ACQUISITION

PROPERTY AREA

(SQ. FEET / ACRES)EXISTING RIGHT OF WAY

AREA OCCUPIED BY

(SQ. FEET / ACRES)ACQUISITION

EASEMENT

(SQ. FEET / ACRES)PERMANENT

(SQ. FEET / ACRES)TEMPORARY (SQ. FEET / ACRES)

REMAININGPROPERTY AREA

ACQUISTITIONOF

DEED RECORDREMARKS

PARCEL NUMBERCOUNTY ASSESSMENT

P/ E, TCEFEE, R/ W,

CODEACQUISITION

" - " CURVE TURNS TO THE LEFT**" - " OFFSET IS LEFT OF BASELINE*

TEMPORARY CONSTRUCTION EASEMENTTCEPERMANENT EASEMENTP/EAREA OCCUPIED BY EXISTING R/WR/WAREA OF ACQUISITIONFEE

R/ W - AREA OCCUPIED BY EXISTING R/ WFEE - ACQUISITION

TCE - TEMPORARY EASEMENTP/ E - PERMANENT EASEMENT

ACQUISITION CODES

LEGEND

ED-05-076.12-04-32.00 (103) LANDS N/F SKIPJACK, INC TCE D.R. 411-1 1.920

500 - EXISTING WEST STREET

ED-05-076.12-04-32.00 (103) LANDS N/F SKIPJACK, INC D.R. 411-1 1.920

5020 500 110+32.81 35.00 420825.0925 623698.9069 N 17°35’36.56" W 46.67

5027 500 110+79.48 35.00 420869.5798 623684.8002 N 73°43’49.42" E 223.04

5028 500 110+74.33 257.98 420932.0663 623898.9088 S 16°17’51.94" E 3.37

5029 500 110+70.96 257.91 420928.8363 623899.8532 S 51°25’48.03" W 11.89

5030 500 110+66.71 246.80 420921.4231 623890.5568 S 16°17’51.94" E 4.13

5023 500 110+62.58 246.71 420917.4613 623891.7152 S 73°43’49.42" W 208.77

5022 500 110+67.40 38.00 420858.9740 623691.3096 S 17°35’36.56" E 34.59

5021 500 110+32.81 38.00 420825.9991 623701.7658 S 72°24’23.44" W 3.00

5020 500 110+32.81 35.00 420825.0925 623698.9069

FIGURE 514 AREA = 2709.5329 SQ. FT. (0.0622 ACRES)


ED-05-076.12-04-34.00 (101) LANDS N/F THE CITY OF DOVER TCE D.R. W-23-390 3.000

5004 500 101+82.66 43.43 420018.8019 623967.4560 N 83°44’02.80" W 9.25

5003 500 101+86.48 35.00 420019.8119 623958.2570 N 18°06’02.35" W 265.52

5002 500 104+52.00 35.00 420272.1938 623875.7627 N 42°33’51.84" W 11.14

5001 500 104+62.14 30.39 420280.4012 623868.2250 N 71°53’57.65" E 24.61

5005 500 104+62.14 55.00 420288.0487 623891.6216 S 18°06’02.35" E 279.84

5006 500 101+82.30 55.00 420022.0544 623978.5653 S 73°40’53.50" W 11.58

5004 500 101+82.66 43.43 420018.8019 623967.4560



ED-05-076.12-04-34.00 (101) LANDS N/F THE CITY OF DOVER P/E-2 D.R. W-23-390 3.000

5007 500 105+61.72 14.51 420370.1180 623822.1981 N 17°35’36.56" W 101.35

5008 500 106+63.20 15.00 420466.7240 623791.5649 N 73°25’13.53" E 26.40

5009 500 106+62.73 41.40 420474.2570 623816.8671 S 34°49’03.35" W 9.34

5010 500 106+57.03 34.00 420466.5903 623811.5351 S 17°35’36.23" E 13.08

5011 500 106+43.95 34.00 420454.1181 623815.4899 S 7°24’23.77" W 15.63

5012 500 106+29.78 27.39 420438.6164 623813.4748 S 18°06’02.35" E 67.93

5013 500 105+61.61 27.50 420374.0445 623834.5810 S 72°24’23.44" W 12.99

5007 500 105+61.72 14.51 420370.1180 623822.1981



ED-05-076.12-04-34.00 (101) LANDS N/F THE CITY OF DOVER P/E-1 D.R. W-23-390 3.000

5000 500 101+83.08 30.05 420015.0441 623954.6077 N 18°01’54.55" W 279.06

5001 500 104+62.14 30.39 420280.4012 623868.2250 S 42°33’51.84" E 11.14

5002 500 104+52.00 35.00 420272.1938 623875.7627 S 18°06’02.35" E 265.52

5003 500 101+86.48 35.00 420019.8119 623958.2570 S 83°44’02.80" E 9.25

5004 500 101+82.66 43.43 420018.8019 623967.4560 S 73°41’50.20" W 13.39

5000 500 101+83.08 30.05 420015.0441 623954.6077



ASSESSMENT NUMBER

PT. NO. STATION NORTH EASTALIGN. NO. BEARING DISTANCE CHORD BEARING CHORD LENGTH ARC LENGTH

ALIGNMENT NUMBER & DESCRIPTION:

OWNERSHIP OF RECORD TITLE SOURCE PARCEL AREA (ACRES)

OFFSET * RADIUS **

TYPE OF ACQUISITION

ASSESSMENT NUMBER




OFFSET * RADIUS **

TYPE OF ACQUISITION

ASSESSMENT NUMBER




OFFSET * RADIUS **

TYPE OF ACQUISITION

ASSESSMENT NUMBER




OFFSET * RADIUS **

TYPE OF ACQUISITION

ASSESSMENT NUMBER




OFFSET * RADIUS **

TYPE OF ACQUISITION

ED-05-076.12-04-34.00 (101) LANDS N/F THE CITY OF DOVER D.R. W-23-390 D - 3.00

TCE 5599.0558 / 0.13

P/E-2 1468.3502 / 0.03

P/E-1 1326.5414 / 0.03

130680.00 / 3.00

ED-05-076.12-04-33.00 D.R. Z-17-333 D - 0.59 25700.40 / 0.59

ED-05-076.12-04-32.00 (103) LANDS N/F SKIPJACK, INC D.R. 411-1 D - 1.92 TCE

2709.5329 / 0.06 83635.20 / 1.92

28

SHEET 4 OF 4

(102) LANDS N/F THE DOVER GAS LIGHT COMPANY (CHESAPEAKE UTILITIES)

11874.3344 / 0.27

5019 500 107+36.58 35.00 420542.7228 623788.4445 N 17°35’36.56" W 296.23

5020 500 110+32.81 35.00 420825.0925 623698.9069 N 72°24’23.44" E 3.00

5021 500 110+32.81 38.00 420825.9991 623701.7658 N 17°35’36.56" W 34.59

5022 500 110+67.40 38.00 420858.9740 623691.3096 N 73°43’49.42" E 208.77

5023 500 110+62.58 246.71 420917.4613 623891.7152 S 16°17’51.94" E 31.00

5024 500 110+31.59 246.01 420887.7115 623900.4134 S 73°43’49.42" W 192.06

5025 500 110+36.03 54.00 420833.9046 623716.0449 S 17°35’36.56" E 271.89

5026 500 107+64.14 54.00 420574.7280 623798.2281 S 16°59’52.00" W 33.47 33.47 -475.83

5019 500 107+36.58 35.00 420542.7228 623788.4445


P/E

P/E

P/E

27-28

28-29

ED-05-076.12-04-33.00 (102) LANDS N/F THE DOVER GAS LIGHT COMPANY D.R. Z-17-333 0.590

ASSESSMENT NUMBER




OFFSET * RADIUS **

TYPE OF ACQUISITION


67.1706 / 0.0015

5014 500 107+23.00 26.64 420527.2432 623784.5786

5015 500 107+34.48 33.67 420540.3166 623787.8073 S 17°35’36.23" E 9.10

5016 500 107+25.38 33.67 420531.6419 623790.5580 N 73°25’13.53" E 10.34

5017 500 107+25.20 44.00 420534.5909 623800.4633 S 17°35’36.23" E 2.51

5018 500 107+22.69 44.00 420532.1984 623801.2220 S 73°25’13.53" W 17.37

5014 500 107+23.00 26.64 420527.2432 623784.5786


N 13°52’21.92" E 13.47 13.47 475.83

P/E


Unofficial Website Copy - Delawaregssdocs.deldot.delaware.gov/bids/T201330010 - Plans.pdfcurb & gutter, type 1 curb & gutter, type 2 curb & gutter, type 3 curb & gutter, type 4 clear

Documents