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
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Unofficial Website Copy
9:3
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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
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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
S. WEST STREET (K190)
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
Unofficial Website Copy
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
CURB & GUTTER, TYPE 2
CURB & GUTTER, TYPE 3
CURB & GUTTER, TYPE 4
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
GUARDRAIL END TREATMENT, TYPE 2
GUARDRAIL END TREATMENT, TYPE 3
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
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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
Unofficial Website Copy
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; NATHANIEL.DELESLINE@STATE.DE.US). 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 )
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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
Unofficial Website Copy
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
EXISTING TRAVEL LANE
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
EXISTING TRAVEL LANE
VARIES
5
R/W
EXISTING
O.G.O.G.
2"
3"
8"
6"
4"
SIDEWALK
10’
VARIES
EXISTING TRAVEL LANE
13’
1
VARIES
2’
BRICK
SIDEWALK
8’
2.0% 6:1
AND SAWCUT
MATCH EXISTING
2
2
6
7
8
12
EXISTING TRAVEL LANE
VARIES
5
R/W
EXISTING
O.G.
O.G.
2"
3"
8"
4"
SIDEWALK
10’
VARIES
EXISTING TRAVEL LANE
13’
1
2.0% 6:1
2 25
R/W
EXISTING
O.G.
4"
EXISTING TRAVEL LANE
13’
1
R/W
EXISTING
EXISTING TRAVEL LANE
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
EXISTING TRAVEL LANE
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
STATION 500+95 TO STATION 502+40
STATION 509+08 TO STATION 510+50
STATION 505+87 TO STATION 508+69
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
STATION 500+00 TO STATION 500+95
VARIES
9:4
0:0
9
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5/19/2
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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
Unofficial Website Copy
9:4
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5
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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
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
STATION NORTHING EASTING
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
Radial Direction: N 71°53’57.6489" E
Tangent Direction: N 18°06’02.3511" 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
STATION NORTHING EASTING
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
Radial Direction: S 8°50’34.7658" E
Tangent Direction: N 81°09’25.2342" E
External: 1.6959
Middle Ordinate: 1.6923
Chord: 104.0148
Tangent: 52.1177
Length: 104.0882
Degree of Curvature(Arc): 7°09’43.1008"
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
STATION NORTHING EASTING
CIRCULAR CURVE 4
Tangent Direction: N 7°24’23.7679" E
Radial Direction: S 82°35’36.2321" E
Chord Direction: N 5°05’36.2321" W
Radial Direction: N 72°24’23.7679" E
Tangent Direction: N 17°35’36.2321" W
External: 0.1214
Middle Ordinate: 0.1185
Chord: 2.1644
Tangent: 1.1085
Length: 2.1817
Degree of Curvature(Arc): 1145°54’56.1249"
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
Tangent Direction: N 18°06’02.3511" W
Radial Direction: N 71°53’57.6489" E
Chord Direction: N 30°19’57.0963" W
Radial Direction: N 47°26’08.1585" E
Tangent Direction: N 42°33’51.8415" W
External: 0.1161
Middle Ordinate: 0.1135
Chord: 2.1187
Tangent: 1.0840
Length: 2.1349
Degree of Curvature(Arc): 1145°54’56.1249"
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
STATION NORTHING EASTING
CIRCULAR CURVE 5
Tangent Direction: N 17°35’36.2321" W
Radial Direction: N 72°24’23.7679" E
Chord Direction: N 5°05’36.2321" W
Radial Direction: S 82°35’36.2321" E
Tangent Direction: N 7°24’23.7679" E
External: 0.3642
Middle Ordinate: 0.3556
Chord: 6.4932
Tangent: 3.3254
Length: 6.5450
Degree of Curvature(Arc): 381°58’18.7083"
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
Unofficial Website Copy
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
S. WEST STREET (K190)
W.
WA
TE
R S
TR
EET (K
72)
S. WEST STREET (K190)
DELMARVA CENTRAL RAILROAD
DELMARVA CENTRAL RAILROAD
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
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KENT
20 40 60
DEPARTMENT OF TRANSPORTATION FEET
ADDENDUMS / REVISIONS
DELAWARE
CHECKED BY:
TOTAL SHTS.
SHEET NO.
DESIGNED BY:
BRIDGE NO.CONTRACT
ASHCOUNTY
-SCALE
0
30
T201330010
JMH
TRAIL CONNECTIONWEST STREET
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
3 PCC CURB AND GUTTER, TYPE 3-8 281 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
2 PCC CURB AND GUTTER, TYPE 3-8 148 LF
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
STATE OF DELAWARELANDS N/F
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
EXISTING NORFOLK SOUTHERN R/W
EXISTING NORFOLK SOUTHERN R/W
8’9’
10’ 10’
9’2’
8’ MIN.
Unofficial 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
6’ CHAINLINK FENCE
HOTMIX
DELMARVA CENTRAL RAILROAD
1 STORY BLOCK
2 STORY BRICK
JUSTICE OF THE PEACE
CORPORATION
CHESAPEAKE UTILITIES
CORPORATION
UTILITIES
CHESAPEAKE
BOLLARD
STEEL
HOTMIX CURB
BA
NK
LA
NE
S. WEST STREET (K190)
S. WEST STREET (K190)
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
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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
DEPARTMENT OF TRANSPORTATION FEET
ADDENDUMS / REVISIONS
DELAWARE
CHECKED BY:
TOTAL SHTS.
SHEET NO.
DESIGNED BY:
BRIDGE NO.CONTRACT
ASHCOUNTY
-SCALE
0
30
T201330010
JMH
TRAIL CONNECTIONWEST STREET
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
4 PCC CURB AND GUTTER, TYPE 3-8 51 LF
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
S. WEST STREET (K190)
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
PENNSYLVANIA LINES, LLCLANDS N/F
D/R 481-37TP# ED-05-076.00-01-13.01
STATE OF DELAWARELANDS N/F
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
THE CITY OF DOVERLANDS N/F
66’
50’
D/R 2375-327TP# ED-05-076.00-01-13.03
STATE OF DELAWARELANDS N/F
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
EXISTING NORFOLK SOUTHERN R/W
EXISTING NORFOLK SOUTHERN R/W
EXISTING NORFOLK SOUTHERN R/W
EXISTING NORFOLK SOUTHERN R/W
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
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Ag
mt.
17
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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
DEPARTMENT OF TRANSPORTATION FEET
ADDENDUMS / REVISIONS
DELAWARE
CHECKED BY:
TOTAL SHTS.
SHEET NO.
DESIGNED BY:
BRIDGE NO.CONTRACT
ASHCOUNTY
-SCALE
0
30
T201330010
JMH
TRAIL CONNECTIONWEST STREET
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
PCC CURB AND GUTTER TYPE 1-8
PCC CURB AND GUTTER TYPE 3-8
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
6’ CHAINLINK FENCE
6’ CHAINLINK FENCE
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
PCC CURB AND GUTTER TYPE 1-8
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)
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
SKIPJACK, INCLANDS N/F
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
PCC CURB AND GUTTER TYPE 3-8
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
STATE OF DELAWARELANDS N/F
D/R 411-1TP# ED-05-076.12-04-32.00
SKIPJACK, INCLANDS N/F
PER D.R. Z32-60 & Z33-330
EXISTING DRAINAGE EASEMENT
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
STATE OF DELAWARELANDS N/F
10’-10"
REGRADE SLOPE
(SEE NOTE 2)
Unofficial Website Copy
9:4
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West Street Fin
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CA
DD
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5/19/2
017
KENT
20 40 60
DEPARTMENT OF TRANSPORTATION FEET
ADDENDUMS / REVISIONS
DELAWARE
CHECKED BY:
TOTAL SHTS.
SHEET NO.
DESIGNED BY:
BRIDGE NO.CONTRACT
ASHCOUNTY
-SCALE
0
30
T201330010
JMH
TRAIL CONNECTIONWEST STREET
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
Unofficial Website Copy
9:4
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5
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West Street Fin
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CA
DD
FIL
ES\
pf03_
west.d
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5/19/2
017
KENT
20 40 60
DEPARTMENT OF TRANSPORTATION FEET
ADDENDUMS / REVISIONS
DELAWARE
CHECKED BY:
TOTAL SHTS.
SHEET NO.
DESIGNED BY:
BRIDGE NO.CONTRACT
ASHCOUNTY
-SCALE
0
30
T201330010
JMH
TRAIL CONNECTIONWEST STREET
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
Unofficial Website Copy
WV
WV
WV
+
U
S. WEST STREET (K190)
W.
WA
TE
R S
TR
EET (K
72)
S. WEST STREET (K190)
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
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West Street Fin
al Desig
n)\
CA
DD
FIL
ES\
gg01_
west.d
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5/19/2
017
KENT
20 40 60
DEPARTMENT OF TRANSPORTATION FEET
ADDENDUMS / REVISIONS
DELAWARE
CHECKED BY:
TOTAL SHTS.
SHEET NO.
DESIGNED BY:
BRIDGE NO.CONTRACT
ASHCOUNTY
-SCALE
0
30
T201330010
JMH
TRAIL CONNECTIONWEST STREET
N
12
S. WEST STREET (K190)
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
GRADES AND GEOMETRICS
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
POINT NO. STATION OFFSET NORTHING EASTING
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
STATE OF DELAWARELANDS N/F
D/R 5167-217, 5139-76 AND 4491-276TP# ED-05-077.13-01-08.00
STATE OF DELAWARELANDS N/F
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
EXISTING NORFOLK SOUTHERN R/W
EXISTING NORFOLK SOUTHERN R/W
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’
Unofficial Website Copy
+
+
+ +
WVWV
WV
BA
NK
LA
NE
S. WEST STREET (K190)
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
DEPARTMENT OF TRANSPORTATION FEET
ADDENDUMS / REVISIONS
DELAWARE
CHECKED BY:
TOTAL SHTS.
SHEET NO.
DESIGNED BY:
BRIDGE NO.CONTRACT
ASHCOUNTY
-SCALE
0
30
T201330010
JMH
TRAIL CONNECTIONWEST STREET
N
13
GRADES AND GEOMETRICS
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
POINT NO. STATION OFFSET NORTHING EASTING
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
POINT NO. STATION OFFSET NORTHING EASTING
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.
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
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
PENNSYLVANIA LINES, LLCLANDS N/F
D/R 481-37TP# ED-05-076.00-01-13.01
STATE OF DELAWARELANDS N/F
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
THE CITY OF DOVERLANDS N/F
66’
50’
D/R 2375-327TP# ED-05-076.00-01-13.03
STATE OF DELAWARELANDS N/F
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
EXISTING NORFOLK SOUTHERN R/W
EXISTING NORFOLK SOUTHERN R/W
EXISTING NORFOLK SOUTHERN R/W
EXISTING NORFOLK SOUTHERN R/W
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
POINT NO. STATION OFFSET NORTHING EASTING
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
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
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
DEPARTMENT OF TRANSPORTATION FEET
ADDENDUMS / REVISIONS
DELAWARE
CHECKED BY:
TOTAL SHTS.
SHEET NO.
DESIGNED BY:
BRIDGE NO.CONTRACT
ASHCOUNTY
-SCALE
0
30
T201330010
JMH
TRAIL CONNECTIONWEST STREET
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
PCC CURB AND GUTTER TYPE 1-8
PCC CURB AND GUTTER TYPE 3-8
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
6’ CHAINLINK FENCE
6’ CHAINLINK FENCE
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
PCC CURB AND GUTTER TYPE 1-8
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)
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
D/R 411-1TP# ED-05-076.12-04-32.00
SKIPJACK, INCLANDS N/F
N
14
103203
MATCHLINE STATION 508+50
301
NOTES:
GRADES AND GEOMETRICS
511+43
S.
WES
T S
TR
EET (K
190)
318
319
323
325
326
324
328
342
341
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.
PCC CURB AND GUTTER TYPE 3-8
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
STATE OF DELAWARELANDS N/F
D/R 411-1TP# ED-05-076.12-04-32.00
SKIPJACK, INCLANDS N/F
PER D.R. Z32-60 & Z33-330
EXISTING DRAINAGE EASEMENT
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
STATE OF DELAWARELANDS N/F
D/R 652-189TP# ED-05-076.12-04-11.00
DUNCAN CENTER, LLCLANDS N/F
EXISTING DRAINAGE EASEMENT
10’-10"
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
2%
2%
2%
Unofficial Website Copy
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
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155002.0
0 (DelD
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17
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TA
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15
5002.1
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West Street Fin
al Desig
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CA
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FIL
ES\
dt01_
west.d
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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
Unofficial Website Copy
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.
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west.d
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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
500+00
502+00
503+00
400+00.00
505
+00
Unofficial Website Copy
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
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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
+ Unofficial Website Copy
9:4
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west.d
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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
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.
Unofficial Website Copy
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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
19
W.
WA
TE
R S
TR
EET (K
72)
S. WEST STREET (K190)
BA
NK
LA
NE
S. WEST STREET (K190)
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
CONSTRUCTION PHASING,
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*
Unofficial Website Copy
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 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
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
GRASSTELEPHONE
YA10D/8
HOTMIX
HOTMIX
CURB OPENINGCURB OPENING
CONC.
BOX
LOOSE ROCK PILE
S. WEST STREET (K190)
W.
WA
TE
R S
TR
EET (K
72)
S. WEST STREET (K190)
DELMARVA CENTRAL RAILROAD
DELMARVA CENTRAL RAILROAD
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
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5/19/2
017
KENT
20 40 60
DEPARTMENT OF TRANSPORTATION FEET
ADDENDUMS / REVISIONS
DELAWARE
CHECKED BY:
TOTAL SHTS.
SHEET NO.
DESIGNED BY:
BRIDGE NO.CONTRACT
ASHCOUNTY
-SCALE
0
30
T201330010
JMH
TRAIL CONNECTIONWEST STREET
CFL
N
PHASING NOTES:
CONTROL PLANS
M.O.T. AND EROSION
CONSTRUCTION PHASING,
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.
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.8.
WITH GABC AS A TEMPORARY MEASURE UNTIL PHASE 3 FULL-DEPTH RECONSTRUCTION.
ROADWAY PATCHING WITHIN THE DRIVEWAY APRON SHALL BE FILLED TO GRADE7.
CONSTRUCT PROPOSED CURB, SIDEWALK AND ROADWAY PATCH.6.
ADJUST AND/OR RELOCATE ANY UTILITIES DENOTED WITHIN THIS PHASE.5.
THE PHASE.
REMOVE EXISTING SIDEWALK AND CURB WITHIN THE CONSTRUCTION LIMITS OF4.
ALONG WEST STREET.
USING TA-10 OF THE TRAFFIC CONTROL MANUAL, CLOSE THE TRAVEL LANE3.
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,2.
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
STATE OF DELAWARELANDS N/F
D/R 5167-217, 5139-76 AND 4491-276TP# ED-05-077.13-01-08.00
STATE OF DELAWARELANDS N/F
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
EXISTING NORFOLK SOUTHERN R/W
EXISTING NORFOLK SOUTHERN R/WUnofficial Website Copy
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
+
+
+ +
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
DELMARVA CENTRAL RAILROAD
1 STORY BLOCK
2 STORY BRICK
JUSTICE OF THE PEACE
CHESAPEAKE UTILITIES
CORPORATION
CHESAPEAKE
UTILITIES
CORPORATION
STEEL
BOLLARD
HOTMIX CURB
BA
NK
LA
NE
S. WEST STREET (K190)
S. WEST STREET (K190)
ROUND
SIGN POST
UTILITY POLE
BOLLARD
PCC
CURB AND GUTTER TYPE 3-8
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
DEPARTMENT OF TRANSPORTATION FEET
ADDENDUMS / REVISIONS
DELAWARE
CHECKED BY:
TOTAL SHTS.
SHEET NO.
DESIGNED BY:
BRIDGE NO.CONTRACT
ASHCOUNTY
-SCALE
0
30
T201330010
JMH
TRAIL CONNECTIONWEST STREET
N
CONTROL PLANS
M.O.T. AND EROSION
CONSTRUCTION PHASING,
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
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.8.
WITH GABC AS A TEMPORARY MEASURE UNTIL PHASE 3 FULL-DEPTH RECONSTRUCTION.
ROADWAY PATCHING WITHIN THE DRIVEWAY APRON SHALL BE FILLED TO GRADE7.
CONSTRUCT PROPOSED CURB, SIDEWALK AND ROADWAY PATCH.6.
ADJUST AND/OR RELOCATE ANY UTILITIES DENOTED WITHIN THIS PHASE.5.
THE PHASE.
REMOVE EXISTING SIDEWALK AND CURB WITHIN THE CONSTRUCTION LIMITS OF4.
ALONG WEST STREET.
USING TA-10 OF THE TRAFFIC CONTROL MANUAL, CLOSE THE TRAVEL LANE3.
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,2.
INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES.1.
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
TOPSOIL AND SEED ALL DISTURBED AREAS WITHIN THIS PHASE OF CONSTRUCTION.10.
(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.
ADJUST AND/OR RELOCATE ANY UTILITIES DENOTED WITHIN THIS PHASE.4.
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.
INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES.1.
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
PENNSYLVANIA LINES, LLCLANDS N/F
D/R 481-37TP# ED-05-076.00-01-13.01
STATE OF DELAWARELANDS N/F
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
THE CITY OF DOVERLANDS N/F
66’
50’
D/R 2375-327TP# ED-05-076.00-01-13.03
STATE OF DELAWARELANDS N/F
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
EXISTING NORFOLK SOUTHERN R/W
EXISTING NORFOLK SOUTHERN R/W
EXISTING NORFOLK SOUTHERN R/W
EXISTING NORFOLK SOUTHERN R/W
D/R Z-17-333TP# ED-05-076.12-04-33.00
(CHESAPEAKE UTILITIES)THE DOVER GAS LIGHT COMPANY
LANDS N/F
60’
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
Unofficial Website Copy
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
16
VZ YA16
HOTMIX SIDEWALK
PCC CURB AND GUTTER TYPE 1-8GRASS
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
DEPARTMENT OF TRANSPORTATION FEET
ADDENDUMS / REVISIONS
DELAWARE
CHECKED BY:
TOTAL SHTS.
SHEET NO.
DESIGNED BY:
BRIDGE NO.CONTRACT
ASHCOUNTY
-SCALE
0
30
T201330010
JMH
TRAIL CONNECTIONWEST STREET
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
+
W. NORTH STREET (K73)
W. NORTH STREET (K73)
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
SKIPJACK, INCLANDS N/F
N
MATCHLINE STATION 508+50
103
203
CONTROL PLANS
M.O.T. AND EROSION
CONSTRUCTION PHASING,
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
TOPSOIL AND SEED ALL DISTURBED AREAS WITHIN THIS PHASE OF CONSTRUCTION.10.
(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.
ADJUST AND/OR RELOCATE ANY UTILITIES DENOTED WITHIN THIS PHASE.4.
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.
INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES.1.
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
STATE OF DELAWARELANDS N/F
D/R 411-1TP# ED-05-076.12-04-32.00
SKIPJACK, INCLANDS N/F
PER D.R. Z32-60 & Z33-330
EXISTING DRAINAGE EASEMENT
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
STATE OF DELAWARELANDS N/F
Unofficial Website Copy
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
PCC CURB
TYPE 1-8
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
GRASSTELEPHONE
YA10D/8
HOTMIX
HOTMIX
CURB OPENINGCURB OPENING
CONC.
BOX
LOOSE ROCK PILE
S. WEST STREET (K190)
W.
WA
TE
R S
TR
EET (K
72)
S. WEST STREET (K190)
DELMARVA CENTRAL RAILROAD
DELMARVA CENTRAL RAILROAD
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
DEPARTMENT OF TRANSPORTATION FEET
ADDENDUMS / REVISIONS
DELAWARE
CHECKED BY:
TOTAL SHTS.
SHEET NO.
DESIGNED BY:
BRIDGE NO.CONTRACT
ASHCOUNTY
-SCALE
0
30
T201330010
JMH
TRAIL CONNECTIONWEST STREET
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
PAVEMENT STRIPING (ITEM 817002)
16" 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
STRIPING (ITEM 817013)
5" SOLID DOUBLE YELLOW EPOXY RESIN PAVEMENT
MA
TC
HLIN
E S
TA
TIO
N
503+
50
GRAVEL
STRIPING, AND ITMS
SIGNING AND
STRIPING (ITEM 817013)
5" SOLID WHITE EPOXY RESIN PAVEMENT
F(16’X9’ TYP.)
PARKING LOT
F 224 LFSTRIPING (ITEM 817003)
4" SOLID WHITE EPOXY RESIN PAVEMENT
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
STATE OF DELAWARELANDS N/F
D/R 5167-217, 5139-76 AND 4491-276TP# ED-05-077.13-01-08.00
STATE OF DELAWARELANDS N/F
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
EXISTING NORFOLK SOUTHERN R/W
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
6’ CHAINLINK FENCE
HOTMIX
DELMARVA CENTRAL RAILROAD
1 STORY BLOCK
2 STORY BRICK
JUSTICE OF THE PEACE
CHESAPEAKE UTILITIES
CORPORATION
CHESAPEAKE
UTILITIES
CORPORATION
STEEL
BOLLARD
HOTMIX CURB
BA
NK
LA
NE
S. WEST STREET (K190)
S. WEST STREET (K190)
ROUND
SIGN POST
UTILITY POLE
BOLLARD
PCC
CURB AND GUTTER TYPE 3-8
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
DEPARTMENT OF TRANSPORTATION FEET
ADDENDUMS / REVISIONS
DELAWARE
CHECKED BY:
TOTAL SHTS.
SHEET NO.
DESIGNED BY:
BRIDGE NO.CONTRACT
ASHCOUNTY
-SCALE
0
30
T201330010
JMH
TRAIL CONNECTIONWEST STREET
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
PAVEMENT STRIPING (ITEM 817002)
24" SOLID WHITE ALKYD THERMOPLASTIC
PAVEMENT STRIPING (ITEM 817002)
16" SOLID WHITE ALKYD THERMOPLASTIC
180 SF
25 SF
748 LF
RM
C STRIPING
EXISTING
AA
D
E
C C
RM
C STRIPING
EXISTING
420 LF
B
C
STRIPING (ITEM 817013)
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
STRIPING (ITEM 817013)
5" SOLID DOUBLE YELLOW EPOXY RESIN PAVEMENT
STRIPING (ITEM 817013)
5" SOLID WHITE EPOXY RESIN PAVEMENT
STRIPINGTIE INTO EXISTING
JW
14
CO
F3
CO
F2
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
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
1 420’ 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
(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
PENNSYLVANIA LINES, LLCLANDS N/F
D/R 481-37TP# ED-05-076.00-01-13.01
STATE OF DELAWARELANDS N/F
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
THE CITY OF DOVERLANDS N/F
66’
50’
D/R 2375-327TP# ED-05-076.00-01-13.03
STATE OF DELAWARELANDS N/F
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
EXISTING NORFOLK SOUTHERN R/W
EXISTING NORFOLK SOUTHERN R/W
EXISTING NORFOLK SOUTHERN R/W
EXISTING NORFOLK SOUTHERN R/WUnofficial Website Copy
16
VZ YA16
HOTMIX SIDEWALK
PCC CURB AND GUTTER TYPE 1-8GRASS
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
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AM
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PR
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155002.0
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West Street Fin
al Desig
n)\
CA
DD
FIL
ES\ss03_
west.d
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5/19/2
017
KENT
20 40 60
DEPARTMENT OF TRANSPORTATION FEET
ADDENDUMS / REVISIONS
DELAWARE
CHECKED BY:
TOTAL SHTS.
SHEET NO.
DESIGNED BY:
BRIDGE NO.CONTRACT
ASHCOUNTY
-SCALE
0
30
T201330010
JMH
TRAIL CONNECTIONWEST STREET
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
+
W. NORTH STREET (K73)
W. NORTH STREET (K73)
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
SKIPJACK, INCLANDS N/F
N
MATCHLINE STATION 508+50
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
(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
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
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
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
STATE OF DELAWARELANDS N/F
D/R 411-1TP# ED-05-076.12-04-32.00
SKIPJACK, INCLANDS N/F
PER D.R. Z32-60 & Z33-330
EXISTING DRAINAGE EASEMENT
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
STATE OF DELAWARELANDS N/F
Unofficial Website Copy
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ES\ss04
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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 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
Unofficial Website Copy
Unofficial Website Copy
+
+
+ +
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
6’ CHAINLINK FENCE
HOTMIX
DELMARVA CENTRAL RAILROAD
1 STORY BLOCK
2 STORY BRICK
JUSTICE OF THE PEACE
CORPORATION
CHESAPEAKE UTILITIES
CORPORATION
UTILITIES
CHESAPEAKE
BOLLARD
STEEL
HOTMIX CURB
BA
NK
LA
NE
S. WEST STREET (K190)
S. WEST STREET (K190)
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
20320410:0
2:0
9
AM
G:\
PR
OJE
CT
S\
155002.0
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al Desig
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CA
DD
FIL
ES\r
w_sh_
02_
west.d
gn
5/16/2
017
KENT
20 40 60
DEPARTMENT OF TRANSPORTATION FEET
ADDENDUMS / REVISIONS
DELAWARE
CHECKED BY:
TOTAL SHTS.
SHEET NO.
DESIGNED BY:
BRIDGE NO.CONTRACT
ASHCOUNTY
-SCALE
0
30
T201330010
JMH
TRAIL CONNECTIONWEST STREET
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
(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
PENNSYLVANIA LINES, LLCLANDS N/F
D/R 481-37TP# ED-05-076.00-01-13.01
STATE OF DELAWARELANDS N/F
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
THE CITY OF DOVERLANDS N/F
50’
D/R 2375-327TP# ED-05-076.00-01-13.03
STATE OF DELAWARELANDS N/F
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
EXISTING NORFOLK SOUTHERN R/W
EXISTING NORFOLK SOUTHERN R/W
EXISTING NORFOLK SOUTHERN R/W
EXISTING NORFOLK SOUTHERN R/WUnofficial Website Copy
+
+
+
+
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
PCC CURB AND GUTTER TYPE 1-8
PCC CURB AND GUTTER TYPE 3-8
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
6’ CHAINLINK FENCE
6’ CHAINLINK FENCE
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
PCC CURB AND GUTTER TYPE 1-8
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)
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
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
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155002.0
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17
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5002.1
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West Street Fin
al Desig
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CA
DD
FIL
ES\r
w_sh_
03_
west.d
gn
5/16/2
017
KENT
20 40 60
DEPARTMENT OF TRANSPORTATION FEET
ADDENDUMS / REVISIONS
DELAWARE
CHECKED BY:
TOTAL SHTS.
SHEET NO.
DESIGNED BY:
BRIDGE NO.CONTRACT
ASHCOUNTY
-SCALE
0
30
T201330010
JMH
TRAIL CONNECTIONWEST STREET
5020
5021
5022
5023
5024
5025
5027
5028
5029
5030
N
29
RIGHT-OF-WAY PLANS
MATCHLINE STATION 508+50
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
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
STATE OF DELAWARELANDS N/F
D/R 411-1TP# ED-05-076.12-04-32.00
SKIPJACK, INCLANDS N/F
PER D.R. Z32-60 & Z33-330
EXISTING DRAINAGE EASEMENT
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’
Unofficial Website Copy
10:1
9:3
2
AM
G:\
PR
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CT
S\
155002.0
0 (DelD
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Ag
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17
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P)\
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5002.1
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West Street Fin
al Desig
n)\
CA
DD
FIL
ES\r
w_sh_
04
_west.d
gn
5/16/2
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 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)
500 - EXISTING WEST STREET
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
FIGURE 512 AREA = 5599.0558 SQ. FT. (0.1285 ACRES)
500 - EXISTING WEST STREET
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
FIGURE 511 AREA = 1468.3502 SQ. FT. (0.0337 ACRES)
500 - EXISTING WEST STREET
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
FIGURE 510 AREA = 1326.5414 SQ. FT. (0.0305 ACRES)
500 - EXISTING WEST STREET
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
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
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
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
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
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
FIGURE 515 AREA = 11874.3344 SQ. FT. (0.2726 ACRES)
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
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
500 - EXISTING WEST STREET
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
FIGURE 513 AREA = 67.1706 SQ. FT. (0.0015 ACRES)
N 13°52’21.92" E 13.47 13.47 475.83
P/E
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