Unofficial Website Copy
N
PLAN SHEET INDEX CROSS REFERENCE
7 8
7
8
11TH STREET 11TH STREET
N.
DU
PO
NT
ST
RE
ET
N.
CL
AY
TO
N
ST
RE
ET
N.
CL
AY
TO
N
ST
RE
ET
N.
CL
AY
TO
N
ST
RE
ET
SCALE
FEET
0 50 100 1502
PENNSYLVANIA AVENUE (S
R 52)
9 10
18
22 23
27 28RIGHT OF WAY PLANS
SIGNING & STRIPING PLANS
LANDSCAPING PLANS
LIGHTING PLANS
CONSTRUCTION PHASING,M.O.T. & E&S
GRADES & GEOMETRICS
CONSTRUCTION PLANS
15 - 17
20 21
PLAN SHEET INDEX
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DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.
29
STREETSCAPE IMPROVEMENTS11TH STREET
CONTRACT
T201320003
COUNTYDESIGNED BY:
CHECKED BY:
XBRIDGE NO.ADDENDUMS / REVISIONS
NEW CASTLE
AMW
JMH
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00107+00107+00
200
+00
201+
00
202
+00
203
+00
204+00
205
+00
206
+00
207
+00
MATCHLINE 201+50
Unofficial Website Copy
NOT TO SCALE
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)
DWB
SILT FENCE / LENGTH
SILT FENCE - REINFORCED
ED
PST
RSF
SB
SBD
SCE
SF
SP-1
SP-2
ST
ST
ST
SW
TSD
SEDIMENT TRAP
EARTH DIKE
STONE CHECK DAM
SUMP PIT, TYPE 2
TEMPORARY SWALE
INLET SEDIMENT CONTROL
PERIMETER DIKE/SWALE
PORTABLE SEDIMENT TANK
SANDBAG DIKE
SANDBAG DIVERSION
STABILIZED CONSTRUCTION ENTRANCE
SILT FENCE
SUMP PIT, TYPE 1
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
TURBIDITY CURTAINT
FULL DEPTH PAVEMENT:
DP-E
DP-G
DELMARVA POWER ELECTRIC
DELMARVA POWER GAS
MCI-C MCI TELECOMMUNICATIONS
VER-C VERIZON COMMUNICATIONS
3
DRIVEWAY PAVEMENT:
COM-C COMCAST CABLE
CW-W CITY OF WILMINGTON - WATER
CW-S CITY OF WILMINGTON - SEWER
ZAY-C ZAYO FIBER
GABC, TYPE B, PATCHING (ITEM 302008)8"
PG 64-22, PATCHING (ITEM 401822)
BIT. CONC. SUPERPAVE TYPE B, 160 GYRATIONS,3"
PG 64-22, PATCHING (ITEM 401821)
BIT. CONC. SUPERPAVE TYPE C, 160 GYRATIONS,2"
GABC, TYPE B, PATCHING (ITEM 302008)8"
PG 64-22, PATCHING (ITEM 401823)
BIT. CONC. SUPERPAVE BCBC, 160 GYRATIONS,5"
PG 64-22, PATCHING (ITEM 401822)
BIT. CONC. SUPERPAVE TYPE B, 160 GYRATIONS,3"
PG 64-22, PATCHING (ITEM 401821)
BIT. CONC. SUPERPAVE TYPE C, 160 GYRATIONS,2"
LEVEL LANDING AT CURB RAMPS
MILL AND OVERLAY PAVEMENT
TYPICAL SECTIONS
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DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.
29
STREETSCAPE IMPROVEMENTS11TH STREET
CONTRACT
T201320003
COUNTYDESIGNED BY:
CHECKED BY:
XBRIDGE NO.ADDENDUMS / REVISIONS
NEW CASTLE
AMW
JMH
Unofficial Website Copy
GENERAL NOTES
NOT TO SCALE
NONE
PROJECT NOTES
FOR THIS PROJECT
EROSION POTENTIAL
NOTES
( )
NONE
( )
( )
( )
( )
( )
DETAILS", DATED 2001, INCLUDING ALL REVISIONS UP TO THE DATE OF ADVERTISEMENT.
SPECIFICATIONS", DATED AUGUST 2001 AND THE DELAWARE DEPARTMENT OF TRANSPORTATION "STANDARD CONSTRUCTION
THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE DELAWARE DEPARTMENT OF TRANSPORTATION "STANDARD1.
ASCII DATA FILES WITH COORDINATES AND ELEVATIONS FOR PROPOSED POINTS AS SELECTED BY THE ENGINEER.
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
THE CONTRACTOR SHALL NOT BE REQUIRED TO HAVE AN ATSSA SUPERVISOR ASSIGNED TO THIS PROJECT.
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
( )
( )
STAFF MAY BE THE ATSSA SUPERVISOR. PAYMENT FOR ATSSA SUPERVISOR IS INCIDENTAL TO ITEM 743000.
SUPERINTENDENT FOR THIS PROJECT OR ANOTHER ATSSA CERTIFIED MEMBER OF THE CONTRACTOR’S PROJECT
THE CONTRACTOR SHALL HAVE AN ATSSA SUPERVISOR ASSIGNED TO THIS PROJECT. THE CONTRACTOR’S GENERAL
THE ATSSA SUPERVISOR. PAYMENT FOR ATSSA SUPERVISOR SHALL BE PAID FOR UNDER ITEM 743031.
DEVICES FOR THIS PROJECT. THE CONTRACTOR’S GENERAL SUPERINTENDENT FOR THIS PROJECT SHALL NOT BE
SOLE JOB SHALL BE SUPERVISION OF THE INSTALLATION, OPERATION AND MAINTENANCE OF TRAFFIC CONTROL
THE CONTRACTOR SHALL HAVE AN ATSSA SUPERVISOR ASSIGNED TO THIS PROJECT. THE ATSSA SUPERVISOR’S
ELECTRONIC PROJECT FILES THAT WILL BE MADE AVAILABLE TO THE AWARDED CONTRACTOR, INCLUDE:3.
CROSS SECTIONS
PROJECT FILES THAT WILL BE MADE AVAILABLE TO THE CONTRACTOR, INCLUDE:4.
RIGHT-OF-WAY PLANS (WILL BE MADE AVAILABLE TO THE AWARDED CONTRACTOR)
THIS PROJECT.
AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA) CERTIFIED TRAFFIC CONTROL SUPERVISOR REQUIREMENT FOR5.
ALL PLAN SHEETS, IN PDF FORMAT.
CONTRACTOR ESC SUPERVISOR REQUIREMENT
STORMWATER REGULATIONS.
CONTRACTOR TRAINING PROGRAM, AS DEFINED IN SECTION 6.2 OF THE DELAWARE SEDIMENT AND
STORMWATER REGULATIONS.
CONTRACTOR TRAINING PROGRAM, AS DEFINED IN SECTION 6.2 OF THE DELAWARE SEDIMENT AND( ) MEDIUM
( ) MAJORAND STORMWATER REGULATIONS.
CERTIFIED CONSTRUCTION REVIEWER (CCR), AS DEFINED IN SECTION 6.3 OF THE DELAWARE SEDIMENT
2.
( X )
( X )
( )
4
BY THE ENGINEER IN THE FIELD.
WHEN NEW SIDEWALK IS ADJACENT TO EXISTING SIDEWALK, RETAINING 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.
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
OTHERWISE DIRECTED BY THE ENGINEER. ALL COSTS INCIDENTAL TO THE CONTRACT.
THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL RESIDENTS AND BUSINESSES DURING CONSTRUCTION ACTIVITIES, UNLESS22.
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.
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
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 762002- 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.
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.
SHALL BE REMOVED BY HAND OR LEFT IN PLACE AS DIRECTED BY THE ENGINEER IN THE FIELD. ALL COSTS ARE INCIDENTAL
THE CONTRACTOR SHALL SAWCUT A MINIMUM 4" FROM THE FACE OF THE EXISTING STRUCTURES. THE REMAINING MATERIAL21.
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
AT THE CONTRACTOR’S EXPENSE.
ANY DAMAGE TO THESE AMENITIES WHICH IS DONE BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED IN KIND
DIRECTED BY THE ENGINEER. ALL COSTS SHALL BE INCIDENTAL TO ITEM NO. 201000 - CLEARING AND GRUBBING.
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
( ) INSIGNIFICANT
( X ) MINOR
THE DISTURBED AREA FOR THIS PROJECT IS 0.614 ACRES. THE TOTAL ADDITIONAL IMPERVIOUS COVERAGE FROM THIS PROJECT6.
IS -0.01 ACRES.
BARE AREAS SHALL BE EITHER PERMANENTLY STABILIZED OR COVERED WITH APPROVED PEDESTRIAN MATERIAL.
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.
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.
EXISTING STONE CURB AND REMOVE AND RESET STONE RETAINING WALLS.
NOT BE LIMITED TO THE FOLLOWING: HANDRAILS, FENCE, DOWNSPOUTS, JUNCTION WELLS SHOWN TO BE REMOVED,
ITEMS TO BE REMOVED UNDER ITEM 211000 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS SHALL INCLUDE BUT4.
BUT ONLY TO THE ACTUAL DEPTH EXCAVATED.ITEM 208000,
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.
CLEARING AND GRUBBING.
TO THE PRUNING OPERATION. ALL COSTS ASSOCIATED WITH THE ABOVE WORK TO BE PAID UNDER ITEM 201000 -
THE CONTRACTOR SHALL NOTIFY DELDOT’S ROADSIDE ENVIRONMENTAL ADMINISTRATOR AT LEAST TWO (2) DAYS PRIOR
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
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 THREE 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 THREE YEAR PERIOD, BEGINNING ON
THE EROSION AND SEDIMENT CONTROL PLANS HAVE BEEN APPROVED BY DELDOT’S STORMWATER ENGINEER UNDER DELDOT’S8.
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 SPECIFICATIONS7.
THE TIE-IN LIMITS FOR RESIDENT’S WALKWAYS SHALL BE CONFIRMED BY THE ENGINEER IN THE FIELD.27.
14 DAYS PRIOR TO THE START OF CONSTRUCTION AT 302-576-6006.
THE CONTRACTOR SHALL CONTACT JAMILA JONES, THE CHIEF OF SCHEDULING FOR DART FIRST STATE,26.
EXPENSE. ALL COSTS WILL BE INCIDENTAL TO THE CONTRACT.
TO THE EXISTING STRUCTURE DUE TO CONTRACTOR OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR’S
THE EXISTING WALL AND AGREE ON AND MAKE RECORD OF THE CONDITION PRIOR TO CONSTRUCTION. DAMAGES
OTHER LARGE VIBRATORY COMPACTION EQUIPMENT. THE DEPARTMENT AND THE CONTRACTOR SHALL INSPECT
ALONG THE SOUTH SIDE OF 11TH STREET. THE CONTRACTOR SHALL NOT USE VIBRATORY ROLLERS OR
THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO PROTECT THE EXISTING STONE WALL25.
BY THE ENGINEER, PRIOR TO INSTALLATION. ALL COSTS INCIDENTAL TO ITEM 763501.
THE LOCATIONS OF ALL ABOVE GROUND ITEMS, SUCH AS LIGHTS, SIGNS, ETC. SHALL BE VERIFIED24.
ALL COSTS ARE INCIDENTAL TO THE SIDEWALK ITEMS 705001 AND 705002.
AND MID-DISTANT BETWEEN THE ENDS IN ACCORDANCE WITH THE WILMINGTON CODE OF ORDINANCES.
THE SIDEWALK. THE CONTRACTOR’S NAME SHALL BE PLACED AT THE ENDS OF THE FINISHED SIDEWALK
INCH DEPTH. IF A METAL PLATE IS USED THE TOP OF THE PLATE SHALL BE FLUSH WITH THE TOP OF
AN IMPROVED METAL PLATE. THE STAMPED LETTERS SHALL BE ONE INCH IN HEIGHT AND ONE-QUARTER
THE CONTRACTOR SHALL MARK THEIR NAME IN THE CONCRETE, EITHER BY STAMPING OR BY INLAYING23.
TYPICAL SECTIONS
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7/11/2017
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.
29
STREETSCAPE IMPROVEMENTS11TH STREET
CONTRACT
T201320003
COUNTYDESIGNED BY:
CHECKED BY:
XBRIDGE NO.ADDENDUMS / REVISIONS
NEW CASTLE
AMW
JMH
Unofficial Website Copy
TYPICAL SECTIONS5
NOT TO SCALE
PGA - PROFILE GRADE APPLICATION
PDGA - PROFILE DITCH GRADE APPLICATION
PR - POINT OF ROTATION
TYPICAL SECTION LEGEND
6
1
2
3
4
BASE COURSE, TYPE B
ITEM 302007 - GRADED AGGREGATE
5
BASE COURSE, TYPE B, PATCHING
ITEM 302008 - GRADED AGGREGATE
7
8
ITEM 908014 - PERMANENT GRASS SEEDING, DRY GROUND
ITEM 908010 - TOPSOIL, 6" DEPTH
ITEM 701502 - STONE CURB
ITEM 701014 - PCC CURB, TYPE 1-6 OR
LOC LOC
2 5 4
37
1
4"
68 8 2
8"5"
54
3"
3 7
1
4"
6 88
EXISTING PAVEMENT
TYPICAL SECTION - NORTH CLAYTON STREET
30’
R/WEXISTING
30’
R/WEXISTING
EXISTING R/W CENTERLINE
BASELINE AND
PROPOSED CONSTRUCTION
ONE WAY TRAVEL LANE
5’ MIN. SIDEWALKVARIES VARIES
LOC
VARIES
LOC
2’
2 5 4
37
1
4"
68 8 254
3 7
16 8
PROPOSED PAVEMENT
R/WEXISTING
R/WEXISTING
EXISTING R/W CENTERLINE
BASELINE AND
PROPOSED CONSTRUCTION
0’-5’
12.25’
24.5’ 24.5’
14.8’ 14.5’
2
4:1 (MAX.)
SLOPE VARIES
2
2
4"
2
9
P.C.C. SIDEWALK, 6"-ITEM 705002
P.C.C. SIDEWALK, 4" OR-ITEM 705001
9
8"= GABC
6"= BIT. CONC., BCBC
4"= BIT. CONC., TYPE B
2"= BIT. CONC., TYPE C
MATERIALS AFTER COMPACTION ARE:
MAXIMUM SINGLE LIFTS FOR THE FOLLOWING
160 GYRATIONS, PG 64-22, PATCHING
ITEM 401821 - BIT. CONC., SUPERPAVE, TYPE C,
160 GYRATIONS, PG 64-22, PATCHING
ITEM 401822 - BIT. CONC. SUPERPAVE, TYPE B,
160 GYRATIONS, PG 64-22, PATCHING
ITEM 401823 - BIT. CONC. SUPERPAVE, BCBC,
CURB
EXISTING
CURB
EXISTING
TYPICAL SECTION - 11TH STREET
NOTES:
(NO GABC AND NO BCBC)
THE STONE CURB DETAIL IN THE PLANS.
SHALL FOLLOW THE PAVEMENT SECTION SHOWN ON
PATCHING IN FRONT OF THE PROPOSED STONE CURB1.
12.5’
STATION 103+35.05 TO 103+89.99
STATION 101+64.35 TO 102+84.35
EXISTING STONE WALL BETWEENNOTE:
(FOR LIGHTING)
ITEM 745604 - 2" SCHEDULE 80 PVC CONDUIT
TCETCE
O.G.O.G.
O.G.
O.G.
2" SCHEDULE 80 PVC CONDUIT DETAIL
1
TYPICAL SECTIONS
9:5
8:2
1 A
M
G:\
PR
OJE
CT
S\
155002.0
0 (DelD
OT
Ag
mt.
17
30
TA
P)\
15
5002.0
1 (Task 1,
Ele
venth St Fin
al Desig
n)\
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7/11/2017
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.
29
STREETSCAPE IMPROVEMENTS11TH STREET
CONTRACT
T201320003
COUNTYDESIGNED BY:
CHECKED BY:
XBRIDGE NO.ADDENDUMS / REVISIONS
NEW CASTLE
AMW
JMH
14.0’14.5’
4"
4:1 (MAX.)SLOPE VARIES
12.5’
4:1 (MAX.)
SLOPE VARIES
4" 4"
4:1 MAX.
SLOPE VARIES4:1 MAX.SLOPE VARIES
4:1 MAX.
SLOPE VARIES
4:1 MAX.SLOPE VARIES
4’-4.5’0’-3.75’
0’ TO 25’
VARIES
0’ TO 7’
VARIES
4"
2"
2% (MAX.)SAWCUT2"
8"5"3"
6"
6"6"
2"
2’ 5’ MIN. SIDEWALK VARIES
2% (MAX.)
VARIES
6"
6"
8"5"3" 4"
EXISTING HOT-MIX PAVEMENT
VARIESVARIES
2% (MAX.)
5’ MIN. SIDEWALK VARIES
PROPOSED PAVEMENT
2’
SAWCUT2"
6"
8"5"3"
6"6"
2’
2"SAWCUT
VARIES 5’ MIN. SIDEWALK VARIES VARIES
2% (MAX.)
6"
6"
6"
EXISTING HOT-MIX PAVEMENT
ON-STREET PARKING
8’
ON-STREET PARKING
8’
THE VOID OF THE EXISTING CURB.TOPSOIL SHALL BE PLACED TO FILL
SAWCUT
THE VOID OF THE EXISTING CURB.TOPSOIL SHALL BE PLACED TO FILL
6"
THE CONSTRUCTION DETAIL TO PATCH EXISTING PAVEMENT.WHERE STONE CURB IS PROPOSED, CONTRACTOR SHALL FOLLOWNOTE:
THE CONSTRUCTION DETAIL TO PATCH EXISTING PAVEMENT.WHERE STONE CURB IS PROPOSED, CONTRACTOR SHALL FOLLOWNOTE:
Unofficial Website Copy
CONSTRUCTION ALIGNMENT CONTROL
OFFSET EASTINGNORTHINGPOINT
0.00
0.00
0.00
0.00
0.00
HORIZONTAL / VERTICAL CONTROL DATA
STATION OFFSET EASTINGNORTHING ELEVATIONPOINT
N
TP-6TP-7
TP-5
TP-4
TP-3
TP-2
TP-1
TP-8
TP-9
TP-10
TP-1
TP-2
TP-3
TP-4
TP-5
TP-6
TP-7
TP-8
TP-9
TP-10
1001 1003
2001
2002
638965.5171 614883.1347
638802.6693 614851.3016
163.69
170.37
638708.1318
638677.7634
614805.8314 174.60
178.57638621.0367 614773.1698
614601.5020 179.76
638767.4339 614494.5074 175.78
638844.4189 614355.8449 172.38
638999.3258 614501.0628 163.10
639183.9979 614540.6281 155.80
160.52639033.1083 614664.8702
1001
1002
1003
20011002
2002
100+00.00 638879.5540 614250.0634
638621.8446105+50.00
STATION
614735.9474
107+00.00 638551.5571 614868.4671
200+00.00 638533.3544 614689.3685
207+10.00 639161.6297 615020.0758
204+72.67 -29.83
203+13.74 17.85
202+08.91 21.65
201+16.62 33.31
104+05.02 13.60
102+68.48 -15.49
101+09.91 -18.53
101+65.62 -223.42
205+06.47 -434.68
204+30.82 -254.46
ST
A. 201+
00.00
ST
A. 10
5+50.00
=
N27°4
5’40.0261"
E
S62°3’31.8191"E
6SCALE
FEET
0 50 100 150
N.
CL
AY
TO
N
ST
RE
ET
11TH STREET
N.
CL
AY
TO
N
ST
RE
ET 11TH STREET
N.
DU
PO
NT
ST
RE
ET
N.
CL
AY
TO
N
ST
RE
ET
PENNSYLVANIA AVENUE (S
R 52)
PROPOSED CONSTRUCTION & RIGHT OF WAY BASELINE
DATUM, NAD 83 (2007).
DATUM (NAVD 1988) AND HORIZONTAL DATUM NORTH AMERICAN
ALL ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL
VERTICAL CONTROLHORIZONTAL AND
10:0
0:4
4
AM
G:\
PR
OJE
CT
S\
155002.0
0 (DelD
OT
Ag
mt.
17
30
TA
P)\
15
5002.0
1 (Task 1,
Ele
venth St Fin
al Desig
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CA
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7/11/2017
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.
29
STREETSCAPE IMPROVEMENTS11TH STREET
CONTRACT
T201320003
COUNTYDESIGNED BY:
CHECKED BY:
XBRIDGE NO.ADDENDUMS / REVISIONS
NEW CASTLE
AMW
JMH
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00107+00107+00
PO
B 10
0+00.00
PO
E 10
7+00.00
200
+00
201+
00
202
+00
203
+00
204+00
205
+00
206
+00
207
+00
POB 200+00.00
POE 207+10.00
Unofficial Website Copy
TYPICAL SECTIONS
10:0
2:4
0
AM
G:\
PR
OJE
CT
S\
155002.0
0 (DelD
OT
Ag
mt.
17
30
TA
P)\
15
5002.0
1 (Task 1,
Ele
venth St Fin
al Desig
n)\
CA
DD
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7/11/2017
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.
29
STREETSCAPE IMPROVEMENTS11TH STREET
CONTRACT
T201320003
COUNTYDESIGNED BY:
CHECKED BY:
XBRIDGE NO.ADDENDUMS / REVISIONS
NEW CASTLE
AMW
JMH
202
201
203 204
EASEMENT
DRIVEWAY
COMMON
EXISTING
25’
101
102
103 104
105
106
D/R P-118-153
PENN PARTNERS L P
TP# 26-020.30-102
D/R P-118-153
PENN PARTNERS L P
TP# 26-020.30-103
D/R P-118-153
PENN PARTNERS L P
TP# 26-020.30-104
D/
R
L-126-188
RIC
HA
RD
ST
AU
SE
BA
CH
TP
# 26-020.3
0-113
107108
401
D/R 2385-242
BEVERLY R. BOVELL
TP# 26-020.30-106
301
EXISTING R/W
EXISTING R/W EXISTING R/W
EXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
24.5
’24.5
’
24.5
’2
4.5
’
30’ 30’
30’ 30’
EXISTING R/W
EXISTING R/W
60’
60’
EXIS
TIN
G
R/
W
TCE-1TCE-2
30’ 30’
B35-140
HOUSING AUTHORITY"
"DELAWARE STATE
STATE OF DELAWARE
TP# 26-020.30-078
D/R 1866-81
SUNBIRD LIMITED PARTNERSHIP
TP# 26-020.30-075
D/R N-98-312
LORRAINE A. CASALE, H/W
FURIO R. &
TP# 26-020.30-111
INSTR. 20150427 0019182
BRITTANY K. MCDUEL
TP# 26-020.30-225
INSTR. 20120917 0052703
JASON SULECKI
TP# 26-020.30-226
INSTR. 20100607 0028277
& FRANK BAFUNDO
KEVIN MCLAUGHLIN. PHILIP
TP# 26-020.30-105
INSTR. 20080813 0055666
MELODYE H. GABBARD, H/W
CHARLES K. &
TP# 26-020.30-163
INSTR. 20080813 0055666
MELODYE H. GABBARD, H/W
CHARLES K. &
TP# 26-020.30-110
INS
TR.
200304
21 004
8081
VE
LL
A
GA
LL
AG
HE
R,
H/
W
DA
MIE
N
&
MIC
HE
LE
TP# 26-020.3
0-112
INSTR. 20141205 0054940
CHRISTOPHER K. KONTIS
TP# 26-020.30-114
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
WE
XIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTING R/W
EXISTING R/W
INSTR. 20160531 0025605
MICHAEL GREGORY VELLA, H/W
LAUREN CUTAJAR-WYNNE VELLA &
TP# 26-020.30-232
HOTMIX
SIDEWALK
CONC.
CONC. SIDEWALK
WV
+
WV
WV
WV
WV
WV
WV
+
WV
+
WV
WV
+
WV
+
WV
+
CONC. SIDEWALK
CONC. SIDEWALKCONC. SIDEWALK
CONC. SIDEWALK
CONC. SIDEWALK
CONC. SIDEWALK
HO
TMIX
HOTMIX
CONC.
CONC.CONC.
DRIV
EW
AY
HO
TMIX
CO
NC.
DRIV
EW
AY
CONC. DRIVEWAY
WALKWAY
BRICK
CO
NC.
SID
EW
AL
K
HOTMIX
N.
CL
AY
TO
N
ST
RE
ET
HO
TMIX
11TH STREET11TH STREET 11TH STREET
N.
DU
PO
NT
ST
RE
ET
BRICK
CW-W
CW-
W
CW-
W
CW-
W
CW-W
STEPS AP
AR
TM
EN
TS
BRIC
K
STEPS
CONC.WOOD FENCE
6" CHAINLINK FENCE6" CHAINLINK FENCE
BRICK BUILDING
2 STORY
BRICK BUILDING
2 STORY
BRICK WALL
ST
EP
S
ST
EP
S
BRICK BUILDING
2 STORY
GATE
BRICK BUILDING
2 STORYBRICK BUILDING
2 STORY
PARKING LOT
D.I.
D.I.
D.I.D.I.
D.I. D.I.
D.I.D.I.
D.I.
TP-7
4366648128
4367148172
TP-5
4368748139
040
4369348140
4368248161 43673
48178
TP-6
WALL WALL
PCC CURB
PCC CURBPCC CURB
11TH STREET
STONE CURB
CURBSTONE
CURBSTONE
PCC CURB
PCC CURB
ST
ON
E
CU
RB
CU
RB
ST
ON
E
STONE CURB
STONE CURB
ST
ON
E
CU
RB
ST
ON
E
CU
RB
VE
R-
C
VER-C
8"TC
15"
TC
24"TC
24"TC24"TC
24"TC
18"
TC
30"
X20"
TC
10"
TC
15"T
C
12"
TC
24"TC 15
"T
C
15"T
C 15"TC
15"T
C 15"T
C
15"TC
15"TC
15"
TC
15"TC
DP-
G-2
PY
DP-G-4PYDP-G-4PYDP-G-4PYDP-G-4PYDP-G-4PYDP-G-4PY
CW-
W-8"
CW-
W-10"
CW-W-6"CW-W-8"CW-W-8"CW-W-8"
CW-W-8"CW-W-8"CW-W-8"CW-W-8"
CW-
W-4"
CW-
W-4"
DP-
G-2
PY
DP-
G-12
CI
BRICK
FE
NC
E
101+00 102+00 103+00 104+00 105+00 106+00
200
+00
201+
00
PI 200+00.00
N
7
STUMP
STUMP
RM
C
RM
C
A
C
CR
3
A
C
DND
PCC WALKWAY.
CONSTRUCT
MATCH EXISTING.
SAWCUT AND
MATCH EXISTING.
SAWCUT AND
CR
3
CR
3
A
C
MATCH EXISTING.
SAWCUT AND
A
C
DND DNDA
C
A
C
A
C
DND
DND
TRASH CAN AREA.
RECONSTRUCT
CR
3
PROPOSED PCC CURB SHALL BE CONSTRUCTED IN PLACE OF THE EXISTING STONE CURB.
THE TANGENT SECTIONS OF THE PROJECT. AT THE RADII OF THE INTERSECTIONS,
ALL EXISTING STONE CURB SHALL BE REPLACED WITH NEW STONE CURB ALONG*
NO. ITEM DESCRIPTION / TYPE LENGTH
CURB SCHEDULE
C
3
C
5
C
6
C
9
A
C
DND FENCE
CR
3
WALL
C
13
C
14
C
12
5’
5’
A
C
A
C
A
C
A
C
DND
DND
DND
A
O
DND
DND
5 STONE CURB 17 LF
A
C
DND WALL
DND DND DNDDND DND
DND
A
O
WALL
SCALE
FEET
0 20 40 60
CONSTRUCTION PLANS
SAWCUT
CR
3
C
2
C
10
C
8
NOTE #6.
SEE
12.25’12.5’
12.25’12.5’
14.5’ 14’C
1
C
4
C
7
C
11
14 STONE CURB 293 LF
12 STONE CURB 121 LF
3 STONE CURB 17 LF
9 STONE CURB 15 LF
6 STONE CURB 18 LF
A
O
DND
DNDPOLES
POLE
A
C
POLE & FH
WM
TREE
SHRUB &
DND
A
O
GUY
TREE
POLE & FH
FH
**
STOP PAD.
PROPOSED BUS
SEE GRADES AND GEOMETRICS.
PAID UNDER ITEM #705001.
CONSTRUCT 1 STEP (11"x7").
1 PCC CURB, TYPE 1-6 37 LF
2 PCC CURB, TYPE 1-6 15 LF
4 PCC CURB, TYPE 1-6 36 LF
7 PCC CURB, TYPE 1-6 36 LF
8 PCC CURB, TYPE 1-6 265 LF
10 PCC CURB, TYPE 1-6 50 LF
11 PCC CURB, TYPE 1-6 374 LF
13 PCC CURB, TYPE 1-6 26 LF
10’
CR0SS SLOPE.
TO ADJUST ROADWAY
10’ FROM FACE OF CURB
MILL AND OVERLAY
CROSS SLOPE.
TO ADJUST ROADWAY
5’ FROM FACE OF CURB
MILL AND OVERLAY
EXISTING
AND MATCH
SAWCUT
DND
GATE
SEE NOTE #7.
TIE-IN
BIT. CONC.
3’
TIE-IN
BIT. CONC.
MATCH EXISTING
SAWCUT AND
AND SEED
PLACE TOPSOIL
SEE NOTE #8.C
25
C
26
25 PCC CURB, TYPE 1-4 84 LF
26 PCC CURB, TYPE 1-4 26 LF
SEE NOTE #9.
TO REMAIN.
PORTION OF CURB
NOTES:
AS SHOWN IN THE SIDEWALK WITH OUTSIDE CURB CONSTRUCTION DETAIL.
TO TIE INTO EXISTING WALL, UTILIZING 1/2" BITUMINOUS EXPANSION FILLER,
WILL VARY IN WIDTH. PROPOSED SIDEWALK SHALL BE CONSTRUCTED
PROPOSED SIDEWALK ADJACENT TO AN EXISTING RETAINING WALL 6.
TO BE REMOVED ON THE PLANS.
ALL TREES WITHIN LOC SHALL NOT BE DISTURBED, UNLESS NOTED5.
IN ACCORDANCE WITH ADA GUIDELINES AND TO DRAIN PROPERLY.
THE PROPOSED SIDEWALK SHALL TIE INTO A SAWCUT INTERFACE,
THE BOTTOM LANDING AREA FOR EXISTING STEPS SHALL REMAIN AND4.
ARE INCIDENTAL TO ITEM 705001.
IN THE FIELD AND AS IDENTIFIED ON THE PLANS. ALL COSTS
THE CONTRACTOR SHALL RECONSTRUCT STEPS AS REQUIRED3.
NOTED IN THE PLANS.
ALL EXISTING UTILITIES ARE TO REMAIN UNLESS OTHERWISE2.
WITH UTILITY POLES.
AND DRAINAGE SHALL BE INSTALLED TO AVOID CONFLICT
ALL EXISTING UTILITY POLES TO REMAIN. PROPOSED CURB1.
ALL COSTS FOR THIS WORK SHALL BE INCIDENTAL TO THE CONTRACT.
CURB SHALL BE INSTALLED IN FRONT OF THE UNDISTURBED CURB.
THESE LIMITS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD. PROPOSED
THE EXISTING CURB UNDER THE ROOT TO MAINTAIN THE TREE’S STABILITY.
A MINIMUM OF 1 FOOT FROM THE ROOT LIMITS AND LEAVE IN-PLACE
IS GROWN OVER THE EXISTING CURB, CONTRACTOR SHALL SAWCUT
ON N. CLAYTON STREET OFFSET RIGHT, WHERE THE TREE ROOT SYSTEM9.
ALL COSTS FOR THIS WORK SHALL BE INCIDENTAL TO THE CONTRACT.
TRANSITION IN HEIGHT TO TIE INTO THE UNDISTURBED CURB.
VERIFIED BY THE ENGINEER IN THE FIELD. PROPOSED CURB SHALL
THE EXISTING CURB UNDER THE ROOT. THESE LIMITS SHALL BE
A MINIMUM OF 3 FEET FROM THE ROOT LIMITS AND LEAVE IN-PLACE
IS GROWN OVER THE EXISTING CURB, CONTRACTOR SHALL SAWCUT
AT STATION 105+00 OFFSET LEFT, WHERE THE TREE ROOT SYSTEM8.
TO THE CONTRACT.
DOES NOT BLOCK GATE FROM OPENING. ALL COSTS ARE INCIDENTAL
ON PARCEL #102, CONTRACTOR SHALL ENSURE PROPOSED SIDEWALK7.
DNDFENCE
DNDAND FENCE
CONCRETE CURB
26-020.30-109.
26-020.30-105 THROUGH
IN DEEDS FOR PARCELS
EASEMENT AS DESCRIBED**
COMPACT 3’ SECTION.
HAND TAMP TO
UTILIZE VIBRATORY
MATCHLINE 201+50Unofficial Website Copy
402
D/
R 2385-24
2
BE
VE
RL
Y
R.
BO
VE
LL
TP# 26-020.3
0-106
403
404
405
406
302
303
304
305
306
307
308
309
310
311
312
313
407
314
D/R 1239-115
PENN PARTNERS L P
TP# 26-020.10-208
EXISTING R/W
EXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
30’
80’
30’
30’
30’
30’
30’
EXISTING R/W
R/W
EXISTING
EXISTING R/W
EXISTING R/W
VARIES
W/
R 109529
D/
R
U-50-359
GIL
DA
E.
SZ
EW
CZ
YK
TP# 26-020.3
0-219
EASEMENTWATER
5’ EXISTINGW/
R 7
537
7
D/
R
F-66-288
JU
LIA
PA
NA
CCIO
NE
TP# 26-020.3
0-108
D/
R 27
07-132
RIT
A
N.
CA
PP
EL
LE
TP# 26-020.3
0-109
D/R 2780-314
1600 WINNER ASSOCIATES L.L.C.
TP# 26-020.30-097
W/
R 080016
D/
R
G-5
4-358
TH
ER
ES
A
R.M.
VA
VA
LA
TP# 26-020.3
0-224
MF-6354
D/R G-104-49
P.V. MARTIN G P ET/AL
TP# 26-020.30-214
INS
TR.
20060919 0089681
WIL
LIA
M
CO
BB
TP# 26-020.3
0-215
INS
TR.
20120613 003
2889
MA
XW
EL
L
F.
KU
RS
H
TP# 26-020.3
0-216
INS
TR.
20101001 0052337
RE
BE
CC
A
A.
CO
RL
ET
T
TP# 26-020.3
0-217
INS
TR.
2014
0605 0023303
NIC
HO
LA
S
P.
WIL
SO
N
TP# 26-020.3
0-218
INS
TR.
20091103 007
004
9
PE
TE
R
G.
RA
SSIA
S
TP# 26-020.3
0-220
INS
TR.
2013
12
03 007
55
08
DR
AK
E
DW
OR
NIK
TP# 26-020.3
0-221
INS
TR.
2012
1119 0067
724
MA
SE
PR
OP
ER
TIE
S
L.L.C.
TP# 26-020.3
0-222
INS
TR.
20100618 0030665
JO
SE
PH
B.
RE
PE
TTI
TP# 26-020.3
0-223
INS
TR.
2015
04
27
0019182
BRIT
TA
NY
K.
MC
DU
EL
TP# 26-02
0.3
0-225
INS
TR.
20081114
007
47
80
ST
EF
ANIE
MA
TT
EI B
RIE
D,
H/
W
RO
BE
RT
D.
&
TP# 26-020.3
0-107
INS
TR. 2
0100607
002827
7
&
FR
AN
K
BA
FU
ND
O
KE
VIN
MC
LA
UG
HLIN. P
HILIP
TP# 26-020.3
0-105
DEED UNAVAILABLE
WESTMINSTER PRESBYTERIAN CHURCH
TP# 26-020.40-001
TYPICAL SECTIONS
10:0
4:0
2
AM
G:\
PR
OJE
CT
S\
155002.0
0 (DelD
OT
Ag
mt.
17
30
TA
P)\
15
5002.0
1 (Task 1,
Ele
venth St Fin
al Desig
n)\
CA
DD
FIL
ES\cp_
02.d
gn
7/11/2017
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.
29
STREETSCAPE IMPROVEMENTS11TH STREET
CONTRACT
T201320003
COUNTYDESIGNED BY:
CHECKED BY:
XBRIDGE NO.ADDENDUMS / REVISIONS
NEW CASTLE
AMW
JMH
+
WV
WV
+
WV
WV
+
WV
WV
WV
WVWV
WVWV WV
WVWV
CONC. SIDEWALK
CONC. SIDEWALK
HOTMIX
CONC. SIDEWALK
CONC. SIDEWALK
CO
NC. S
IDE
WA
LK
MAILBOX
SIGNAL POLE
SIGNAL POLE
SIGNAL CABINET UTILITY BOX
HOTMIX
HO
TMIX
HOTMIX
HO
TMIX
N. CLAYTON STREET
N. CLAYTON STREET
CW-
W
CW-
W
CW-
WC
W-
W
CW-
W
CW-
W
CW-
W
WALLFENCE
TP-2
WALL
POST
D.I.
D.I.
D.I.
CONC. SIDEWALK
CONC. SIDEWALK
KIA PARKING LOT
BUILDING
4 STORY
ST
EP
S
GATEST
EP
S
TOWNHOUSESBRICK
SCAPING
LAND- GRASS
ST
EP
S
ST
EP
S
ST
EP
S
ST
EP
S
GR
AS
SWALLWALL
SCAPING
LAND-
ST
EP
S
ST
EP
S
ST
EP
S
ST
EP
S
STEPS
BRIC
K
BUIL
DIN
G
2
ST
OR
Y
BRICK BUILDING
1 STORY
TP-3
43688
48187
43986
48192
43699
48192
43698
48198
3702
8202
4371148197
4371248200
D.I.
TP-1
FENCE
CHAINLINK
PE
NN
SY
LV
ANIA
AV
EN
UE (S
R 52)
PE
NN
SY
LV
ANIA
AV
EN
UE (S
R 52)
STONE CURB STONE CURB PCC CURB
PCC CURBPCC CURBSTONE CURBSTONE CURB
LOTPARKINGHOT-MIX
VER-C
VER-C
VE
R-
C
VER-CVER-C VER-C
10"TC10"TC
10"TC 10"TC 12"TC
12"
TC
12"
TC
15"T
C
10"T
C
10"T
C
CW-
W-8"
CW-W-10"
DP-G-4PYDP-G-2PYDP-G-2PYDP-G-2PYDP-G-2PY
CW-W-10"
CW-W-8"CW-W-8"
CW-W-10"
JVER-
C
POLE
SIGNAL
STREET
N. CLAYTON
202+00 203+00 204+00 205+00 206+00
N
8
NOTES:
PROPOSED PCC CURB SHALL BE CONSTRUCTED IN PLACE OF THE EXISTING STONE CURB.
THE TANGENT SECTIONS OF THE PROJECT. AT THE RADII OF THE INTERSECTIONS,
ALL EXISTING STONE CURB SHALL BE REPLACED WITH NEW STONE CURB ALONG*
MATCH EXISTING.
SAWCUT AND
CR
3
BUS STOP.
PROPOSED
C
20
RL
O
CR
4
C
21
DND
A
C
RL
OMAILBOX
DND
C
235’ SID
EW
AL
K
4.5’ G
RA
SS
CR
2
CR
4CR
45’ SID
EW
AL
K
3.75’ G
RA
SS
21’
C
18OUTSIDE CURB
INSTALL HANDRAIL.
C
19CURB
OUTSIDE
NO. ITEM DESCRIPTION / TYPE LENGTH
CURB SCHEDULE
C
15
C
16
A
C
A
O
DND
DNDDND
DND
A
C
DND
DND
A
C
RM
O
POLELIGHT
POLELIGHT
A
C
A
C
A
C
A
CA
C
A
C
A
C
RM
C
DND
SCALE
FEET
0 20 40 60
CONSTRUCTION PLANS
SAWCUT
SAWCUT
SAWCUT
SAWCUT
SAWCUTA
O
RM
C
CONCRETE
SAWCUT
RM
C
CONCRETE 14.5’
14’
14’
14.5’
CR
2
C
22
C
24
DND
C
17
BUS STOP.
PROPOSEDBUS STOP.
PROPOSED
SIGNAL BOX
SIGNAL POLE
POLE
SIGNAL
UTILITIES
UTILITIESUTILITY POLE
DND
WALL
DND
WALL
PAID UNDER ITEM #705001.
CONSTRUCT 3 STEPS (11"x6").
TCE
RM
C
J.W.
J.W.
15 PCC CURB, TYPE 1-6 242 LF
16 PCC CURB, TYPE 1-6 102 LF
17 PCC CURB, TYPE 1-6 36 LF
18 PCC CURB, TYPE 1-6 32 LF
19 PCC CURB, TYPE 1-6 32 LF
20 PCC CURB, TYPE 1-6 68 LF
21 PCC CURB, TYPE 1-6 48 LF
22 PCC CURB, TYPE 1-6 15 LF
23 PCC CURB, TYPE 1-6 41 LF
24 PCC CURB, TYPE 1-6 14 LF
RM
C CURB & S.W.
CONCRETE
ON EXISTING POLE.
FIXTURE BY DELMARVA,
INSTALL NEW LIGHT
TIE-IN
BIT. CONC.
POLE
DNDLANDSCAPING
DND
LS
SAWCUT AND MATCH EXISTING
ALL COSTS FOR THIS WORK SHALL BE INCIDENTAL TO THE CONTRACT.
PROPOSED CURB SHALL BE INSTALLED IN FRONT OF THE UNDISTURBED CURB.
THESE LIMITS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD.
THE EXISTING CURB UNDER THE ROOT TO MAINTAIN THE TREE’S STABILITY.
A MINIMUM OF 1 FOOT FROM THE ROOT LIMITS AND LEAVE IN-PLACE
IS GROWN OVER THE EXISTING CURB, CONTRACTOR SHALL SAWCUT
ON N. CLAYTON STREET OFFSET RIGHT, WHERE THE TREE ROOT SYSTEM7.
POST MASTER CITY OF WILMINGTON.
COORDINATE THE PROPOSED LOCATION OF THE MAILBOX WITH6.
TO BE REMOVED ON THE PLANS.
ALL TREES WITHIN LOC SHALL NOT BE DISTURBED, UNLESS NOTED5.
AND DRAIN PROPERLY.
CONSTRUCTED SO THAT IT IS IN ACCORDANCE WITH ADA GUIDELINES
THE BOTTOM LANDING AREA FOR STAIRS TO REMAIN SHALL BE4.
ARE INCIDENTAL TO ITEM 705001.
IN THE FIELD AND AS IDENTIFIED ON THE PLANS. ALL COSTS
THE CONTRACTOR SHALL RECONSTRUCT STEPS AS REQUIRED3.
NOTED IN THE PLANS.
ALL EXISTING UTILITIES ARE TO REMAIN UNLESS OTHERWISE2.
WITH UTILITY POLES.
AND DRAINAGE SHALL BE INSTALLED TO AVOID CONFLICT
ALL EXISTING UTILITY POLES TO REMAIN. PROPOSED CURB1.
SEE NOTE #7.
TO REMAIN.
PORTION OF CURB
SEE NOTE #7.
TO REMAIN.
PORTION OF CURB
RM
C
U.P.
SIDEWALK
MA
TC
HLIN
E 201+
50 Unofficial
Website Copy
TYPICAL SECTIONS
10:0
5:3
7
AM
G:\
PR
OJE
CT
S\
155002.0
0 (DelD
OT
Ag
mt.
17
30
TA
P)\
15
5002.0
1 (Task 1,
Ele
venth St Fin
al Desig
n)\
CA
DD
FIL
ES\
gg_
01.d
gn
7/11/2017
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.
29
STREETSCAPE IMPROVEMENTS11TH STREET
CONTRACT
T201320003
COUNTYDESIGNED BY:
CHECKED BY:
XBRIDGE NO.ADDENDUMS / REVISIONS
NEW CASTLE
AMW
JMH
202
201
203 204
EASEMENT
DRIVEWAY
COMMON
EXISTING
25’
101
102
103 104
105
106
D/R P-118-153
PENN PARTNERS L P
TP# 26-020.30-102
D/R P-118-153
PENN PARTNERS L P
TP# 26-020.30-103
D/R P-118-153
PENN PARTNERS L P
TP# 26-020.30-104
D/
R
L-126-188
RIC
HA
RD
ST
AU
SE
BA
CH
TP
# 26-020.3
0-113
107108
D/R 2385-242
BEVERLY R. BOVELL
TP# 26-020.30-106
301
EXISTING R/W
EXISTING R/W EXISTING R/W
EXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
24.5
’24.5
’
24.5
’2
4.5
’
30’ 30’
30’ 30’
EXISTING R/W
EXISTING R/W
60’
60’
EXIS
TIN
G
R/
W
TCE-1TCE-2
30’ 30’
B35-140
HOUSING AUTHORITY"
"DELAWARE STATE
STATE OF DELAWARE
TP# 26-020.30-078
D/R 1866-81
SUNBIRD LIMITED PARTNERSHIP
TP# 26-020.30-075
D/R N-98-312
LORRAINE A. CASALE, H/W
FURIO R. &
TP# 26-020.30-111
INSTR. 20150427 0019182
BRITTANY K. MCDUEL
TP# 26-020.30-225
INSTR. 20120917 0052703
JASON SULECKI
TP# 26-020.30-226
INSTR. 20100607 0028277
& FRANK BAFUNDO
KEVIN MCLAUGHLIN. PHILIP
TP# 26-020.30-105
INSTR. 20080813 0055666
MELODYE H. GABBARD, H/W
CHARLES K. &
TP# 26-020.30-163
INSTR. 20080813 0055666
MELODYE H. GABBARD, H/W
CHARLES K. &
TP# 26-020.30-110
INS
TR.
200304
21 004
8081
VE
LL
A
GA
LL
AG
HE
R,
H/
W
DA
MIE
N
&
MIC
HE
LE
TP# 26-020.3
0-112
INSTR. 20141205 0054940
CHRISTOPHER K. KONTIS
TP# 26-020.30-114
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
WE
XIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTING R/W
EXISTING R/W
INSTR. 20160531 0025605
MICHAEL GREGORY VELLA, H/W
LAUREN CUTAJAR-WYNNE VELLA &
TP# 26-020.30-232
HOTMIX
SIDEWALK
CONC.
CONC. SIDEWALK
WV
+
WV
WV
WV
WV
WV
WV
+
WV
+
WV
WV
+
WV
+
WV
+
CONC. SIDEWALK
CONC. SIDEWALKCONC. SIDEWALK
CONC. SIDEWALK
CONC. SIDEWALK
CONC. SIDEWALK
HO
TMIX
HOTMIX
CONC.
CONC.CONC.
DRIV
EW
AY
HO
TMIX
CO
NC.
DRIV
EW
AY
CONC. DRIVEWAY
WALKWAY
BRICK
CO
NC.
SID
EW
AL
K
HOTMIX
N.
CL
AY
TO
N
ST
RE
ET
HO
TMIX
11TH STREET11TH STREET 11TH STREET
N.
DU
PO
NT
ST
RE
ET
BRICK
CW-W
CW-
W
CW-
W
CW-
W
CW-W
STEPS AP
AR
TM
EN
TS
BRIC
K
STEPS
CONC.WOOD FENCE
6" CHAINLINK FENCE6" CHAINLINK FENCE
BRICK BUILDING
2 STORY
BRICK BUILDING
2 STORY
BRICK WALL
ST
EP
S
ST
EP
S
BRICK BUILDING
2 STORY
GATE
BRICK BUILDING
2 STORYBRICK BUILDING
2 STORY
PARKING LOT
D.I.
D.I.
D.I.D.I.
D.I. D.I.
D.I.D.I.
D.I.
TP-7
4366648128
4367148172
TP-5
4368748139
040
4369348140
4368248161 43673
48178
TP-6
WALL WALL
PCC CURB
PCC CURBPCC CURB
11TH STREET
STONE CURB
CURBSTONE
CURBSTONE
PCC CURB
PCC CURB
ST
ON
E
CU
RB
CU
RB
ST
ON
E
STONE CURB
STONE CURB
ST
ON
E
CU
RB
ST
ON
E
CU
RB
VE
R-
C
VER-C
8"TC
15"
TC
24"TC
24"TC24"TC
24"TC
18"
TC
30"
X20"
TC
10"
TC
15"T
C
12"
TC
24"TC 15
"T
C
15"T
C 15"TC
15"T
C 15"T
C
15"TC
15"TC
15"
TC
15"TC
DP-
G-2
PY
DP-G-4PYDP-G-4PYDP-G-4PYDP-G-4PYDP-G-4PYDP-G-4PY
CW-
W-8"
CW-
W-10"
CW-W-6"CW-W-8"CW-W-8"CW-W-8"
CW-W-8"CW-W-8"CW-W-8"CW-W-8"
CW-
W-4"
CW-
W-4"
DP-
G-2
PY
DP-
G-12
CI
BRICK
FE
NC
E
101+00 102+00 103+00 104+00 105+00 106+00
200
+00
201+
00
PI 200+00.00
N
9
STATION OFFSETPOINT NO.
COORDINATE LIST
EASTINGNORTHING
GRADES AND GEOMETRICS
1.
3.
4.
NOTES:
2.
5.
6.
7.
8.
AT THE CURB RAMPS.
SEE THE CONSTRUCTION DETAILS FOR ADDITIONAL GRADES AND GEOMETRICS
INCIDENTAL TO THE PROJECT.
APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION. ALL COSTS ARE
PER ADA REGULATIONS. THE SIDEWALK SHALL BE LAID OUT FOR
BY THE ENGINEER. THE PROPOSED SIDEWALK SHALL NOT EXCEED 2%
SIDEWALK TO MATCH EXISTING GRADE OR AS DIRECTED IN THE FIELD
CURB SHALL MATCH THE EXISTING PAVEMENT OR CURB ELEVATIONS.
PROPOSED CURBS OR PAVEMENT THAT TIE INTO EXISTING PAVEMENT OR
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
RETURNS ARE GIVEN AT 10 FOOT INTERVALS.
UNLESS OTHERWISE NOTED, EDGE OF PAVEMENT ELEVATIONS AT CURB
RADII ARE GIVEN TO THE EDGE OF PAVEMENT.
AND CURB & GUTTER IS GIVEN TO THE EDGE OF PAVEMENT.
UNLESS OTHERWISE NOTED, POINT GEOMETRY ADJACENT TO CURB
TO THE LEFT OF THE CONSTRUCTION & R/W BASELINE.
OFFSETS SHOWN IN THE GEOMETRIC TABLES WITH A MINUS SIGN ARE
3001
3002
3003
3004
14.5’ 14’
12.25’12.5’
12.25’12.5’
3005
3006
3007 3008
3009
3011
3012 3013
3018 3019
3020
3023
3024
3025
3026
3027
3028 3029 3030
3031
3032
3033
3034
3035
3036
3037
3038
3039
3040
3041
3042
3001 100+92.02 -12.25’ 638847.2604 614337.0933
3002 101+22.04 -41.27’ 638858.8262 614377.2153
3003 100+95.23 12.76’ 628823.6379 614328.1990
3004 101+22.24 45.05’ 638782.4776 614336.9395
3005 101+56.42 -42.04’ 638843.4051 614407.9449
STATION OFFSETPOINT NO.
COORDINATE LIST
EASTINGNORTHING
3006 101+91.09 -18.25’ 638806.1389 614427.4286
3007 101+91.87 -20.25’ 638807.5398 614429.0557
3008 102+05.53 -20.25’ 638801.1378 614441.1260
3009 102+06.32 -18.25’ 638799.0042 614440.8803
3010 101+56.59 40.30’ 638770.5765 614369.5175
3011 102+82.34 18.50’ 638730.9182 614490.8183
3010
3012 103+00.49 18.00’ 638722.8553 614507.0872
3013 103+35.05 18.00’ 638706.6616 614537.6186
3014 103+62.92 12.25’ 638698.6809 614564.9369
3015 103+66.92 12.25’ 638696.8067 614568.4706
3016 103+82.30 12.25’ 638689.6004 614582.0573
3017 103+87.30 12.25’ 638687.2576 614586.4744
3018 103+90.05 18.00’ 638680.8909 614586.2067
3019 104+28.14 18.00’ 638663.0393 614619.8639
3020 104+28.14 20.11’ 638661.1792 614618.8772
3021 104+33.14 20.11’ 638658.8363 614623.2943
3022 104+33.14 18.00’ 638660.6965 614624.2810
3023 105+21.19 13.00’ 638623.8603 614704.4026
3024 105+22.82 12.25’ 638623.7569 614706.1983
3028 104+12.61 -26.55’ 638709.6740 614627.0192
3027 103+91.19 -26.55’ 638719.7147 614608.0895
3026 103+88.19 -16.75’ 638712.4613 614600.8465
3025 103+78.19 -13.25’ 638714.0550 614590.3723
3029 104+54.75 -16.75’ 638681.2694 614659.6557
3030 104+58.19 -16.75’ 638679.6586 614662.6927
3031 104+63.19 -16.75’ 638677.3157 614667.1099
3032 104+68.19 -17.75’ 638675.8564 614671.9956
3033 105+27.56 -17.75’ 638648.0389 614724.4424
3034 201+21.63 -19.00’ 638649.8376 614729.2107
3035 201+36.51 -19.00’ 638662.9992 614736.1386
3036 201+40.61 -19.00’ 638666.6320 614738.0508
3037 105+83.14 -12.51’ 638617.3633 614771.0843
3038 105+88.46 -17.24’ 638619.0516 614777.9979
3039 105+73.71 -16.59’ 638625.3947 614764.6661
3040 201+20.09 19.25’ 638630.6532 614762.3379
3041 201+28.38 19.25’ 638637.9905 614766.2001
3042 201+33.33 19.25’ 638642.3707 614768.5057
10%
12.5
%
1.5%
WV
CO
NC.
DRIV
EW
AY
BRICK WALL
ST
EP
S
TP-5
104+00
10%
12.5
%
9004
9006
9005
30163015
9007
90089009
BC
=17
8.43’
TC
=17
8.60’
BC
=17
8.33’
TC
=17
8.83’
BC
=17
8.76’
TC
=17
8.93’
BC
=17
8.85’
TC
=17
9.35’
3014 3017
PARCEL 105 DRIVEWAY DETAIL
13%
BC
=17
8.66’
TC
=17
8.99’
103+66.92 17.79’ 638691.9140 614565.8756
103+70.50 27.81’ 638681.3862 614564.3407
103+70.44 37.81’ 638672.5777 614559.6068
103+66.63 38.17’ 638674.0415 614556.0655
103+62.54 638672.6491 614550.6985
103+62.65 638673.7852 614551.4275
103+65.69 638674.8197 614555.4149
9002
9003
9004
9005
9006
9007
9001
BOTTOM OF STEP
BOTTOM OF STEP
103+61.90 49.56’ 638666.1940 614546.5563
103+85.88 48.93’ 638655.5170 614568.0384
103+82.81 37.88’ 638666.7213 614570.5040
103+82.30 638684.6334 614579.4228
103+81.38 638676.2362 614573.9236
9008
9009
9010
9011
9012
10’
10’
13%
178.68’ 179.01’
179.99’179.76’
181.24’
181.01’
181.85’
(182.59’)EXISTING
MATCH
(182.44’)EXISTING
MATCH
182.30’181.72’
182.43’
PROPOSED STEP
BC
=17
8.64’
TC
=17
8.97’
179.10’ 179.08’
9001
9002
9012
9011
9003
9010
37.79’
40.57’
41.92’
27.87’
17.87’
9016
9015
9013
9014
STATION OFFSETPOINT NO.
COORDINATE LIST
EASTINGNORTHING
104+54.76 -21.75’ 638685.6865 614661.9986
104+54.76 -27.39’ 638690.6691 614664.6415
104+58.19 -27.33’ 638689.0042 614667.6497
104+58.19 -21.75’ 638684.0757 614665.0355
9013
9014
9015
9016
DEPRESSED CURB
DEPRESSED CURBDEPRESSED CURB
CURBDEPRESSED
179.18’
179.30’ 179.28’
179.16’
*10’
ENGINEER IN THE FIELD.
SHALL BE APPROVED BY THE
AND MAINTAIN PROPER DRAINAGE
TO TIE INTO PROPOSED CURB
FINAL MILL AND OVERLAY LIMITS*
*5’
ENGINEER IN THE FIELD.
SHALL BE APPROVED BY THE
TO MEET ADA REQUIREMENTS
TO TIE INTO EXISTING CURB RAMP
FINAL MILL AND OVERLAY LIMITS*
SCALE
FEET
0 20 40 60
90229021
9019
9020
9032
8%
3%
103+88.19 -45.24’ 638737.6340 614614.1980
103+91.19 -45.24’ 638736.2283 614616.8482
9019
9020
103+88.19 -12.50’ 638708.7068 614598.85519021
104+13.58 -12.50’ 638696.8067 614621.29149022
104+13.58 -16.75’ 638700.5613 614623.28289023
90309031
104+96.99 -12.50’ 638657.7258 614694.97449030
105+16.99 638648.3545 614712.64309031 -12.50’
9035
9034
9023
9033
104+25.87 -16.75’ 638694.8034 614634.13889032
104+30.87 -17.75’ 638693.3440 614639.02459033
104+35.87 -17.75’ 614643.44169034
104+40.87 638687.7749 614647.39029035 -16.75’
638691.0012
**
1.5
%
** 3022
3021
DRIVEWAY AT EAST LIMIT.
WILL BE ELEVATED FROM THE
BACK OF TRASH CAN AREA
NOT TIE INTO DRIVEWAY PROFILE.
THE PROPOSED SIDEWALK AND
PROFILE AND CROSS SLOPE OF
TRASH CAN AREA SHALL MATCH**
R=13’
R=12’
R=12’
R=15’
R=5’
R=4’
R=12’
R=11’
R=7’
R=4’
R=5.75’
MATCHLINE 201+50Unofficial Website Copy
402
D/
R 2385-24
2
BE
VE
RL
Y
R.
BO
VE
LL
TP# 26-020.3
0-106
403
404
405
406
302
303
304
305
306
307
308
309
310
311
312
313
407
314
D/R 1239-115
PENN PARTNERS L P
TP# 26-020.10-208
EXISTING R/W
EXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
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30’
80’
30’
30’
30’
30’
30’
EXISTING R/W
R/W
EXISTING
EXISTING R/W
EXISTING R/W
VARIES
W/
R 109529
D/
R
U-50-359
GIL
DA
E.
SZ
EW
CZ
YK
TP# 26-020.3
0-219
EASEMENTWATER
5’ EXISTINGW/
R 7
537
7
D/
R
F-66-288
JU
LIA
PA
NA
CCIO
NE
TP# 26-020.3
0-108
D/
R 27
07-132
RIT
A
N.
CA
PP
EL
LE
TP# 26-020.3
0-109
D/R 2780-314
1600 WINNER ASSOCIATES L.L.C.
TP# 26-020.30-097
W/
R 080016
D/
R
G-5
4-358
TH
ER
ES
A
R.M.
VA
VA
LA
TP# 26-020.3
0-224
MF-6354
D/R G-104-49
P.V. MARTIN G P ET/AL
TP# 26-020.30-214
INS
TR.
20060919 0089681
WIL
LIA
M
CO
BB
TP# 26-020.3
0-215
INS
TR.
20120613 003
2889
MA
XW
EL
L
F.
KU
RS
H
TP# 26-020.3
0-216
INS
TR.
20101001 0052337
RE
BE
CC
A
A.
CO
RL
ET
T
TP# 26-020.3
0-217
INS
TR.
2014
0605 0023303
NIC
HO
LA
S
P.
WIL
SO
N
TP# 26-020.3
0-218
INS
TR.
20091103 007
004
9
PE
TE
R
G.
RA
SSIA
S
TP# 26-020.3
0-220
INS
TR.
2013
12
03 007
55
08
DR
AK
E
DW
OR
NIK
TP# 26-020.3
0-221
INS
TR.
2012
1119 0067
724
MA
SE
PR
OP
ER
TIE
S
L.L.C.
TP# 26-020.3
0-222
INS
TR.
20100618 0030665
JO
SE
PH
B.
RE
PE
TTI
TP# 26-020.3
0-223
INS
TR.
2015
04
27
0019182
BRIT
TA
NY
K.
MC
DU
EL
TP# 26-02
0.3
0-225
INS
TR.
20081114
007
47
80
ST
EF
ANIE
MA
TT
EI B
RIE
D,
H/
W
RO
BE
RT
D.
&
TP# 26-020.3
0-107
INS
TR. 2
0100607
002827
7
&
FR
AN
K
BA
FU
ND
O
KE
VIN
MC
LA
UG
HLIN. P
HILIP
TP# 26-020.3
0-105
DEED UNAVAILABLE
WESTMINSTER PRESBYTERIAN CHURCH
TP# 26-020.40-001
TYPICAL SECTIONS
10:0
7:0
2
AM
G:\
PR
OJE
CT
S\
155002.0
0 (DelD
OT
Ag
mt.
17
30
TA
P)\
15
5002.0
1 (Task 1,
Ele
venth St Fin
al Desig
n)\
CA
DD
FIL
ES\
gg_
02.d
gn
7/11/2017
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.
29
STREETSCAPE IMPROVEMENTS11TH STREET
CONTRACT
T201320003
COUNTYDESIGNED BY:
CHECKED BY:
XBRIDGE NO.ADDENDUMS / REVISIONS
NEW CASTLE
AMW
JMH
+
WV
WV
+
WV
WV
+
WV
WV
WV
WVWV
WVWV WV
WVWV
CONC. SIDEWALK
CONC. SIDEWALK
HOTMIX
CONC. SIDEWALK
CONC. SIDEWALK
CO
NC. S
IDE
WA
LK
MAILBOX
SIGNAL POLE
SIGNAL POLE
SIGNAL CABINET UTILITY BOX
HOTMIX
HO
TMIX
HOTMIX
HO
TMIX
N. CLAYTON STREET
N. CLAYTON STREET
CW-
W
CW-
W
CW-
WC
W-
W
CW-
W
CW-
W
CW-
W
WALLFENCE
TP-2
WALL
POST
D.I.
D.I.
D.I.
CONC. SIDEWALK
CONC. SIDEWALK
KIA PARKING LOT
BUILDING
4 STORY
ST
EP
S
GATEST
EP
S
TOWNHOUSESBRICK
SCAPING
LAND- GRASS
ST
EP
S
ST
EP
S
ST
EP
S
ST
EP
S
GR
AS
SWALLWALL
SCAPING
LAND-
ST
EP
S
ST
EP
S
ST
EP
S
ST
EP
S
STEPS
BRIC
K
BUIL
DIN
G
2
ST
OR
Y
BRICK BUILDING
1 STORY
TP-3
43688
48187
43986
48192
43699
48192
43698
48198
3702
8202
4371148197
4371248200
D.I.
TP-1
FENCE
CHAINLINK
PE
NN
SY
LV
ANIA
AV
EN
UE (S
R 52)
PE
NN
SY
LV
ANIA
AV
EN
UE (S
R 52)
STONE CURB STONE CURB PCC CURB
PCC CURBPCC CURBSTONE CURBSTONE CURB
LOTPARKINGHOT-MIX
VER-C
VER-C
VE
R-
C
VER-CVER-C VER-C
DP-E
DP-E
DP-E
DP-E
DP-E
DP-E10"TC
10"TC
10"TC 10"TC 12"TC
12"
TC
12"
TC
15"T
C
10"T
C
10"T
C
CW-
W-8"
CW-W-10"
DP-G-4PYDP-G-2PYDP-G-2PYDP-G-2PYDP-G-2PY
CW-W-10"
CW-W-8"CW-W-8"
CW-W-10"
JVER-
C
POLE
SIGNAL
STREET
N. CLAYTON
202+00 203+00 204+00 205+00 206+00
N
10
IN THE PLANS.
ALL TREES WITHIN LOC SHALL NOT BE DISTURBED, UNLESS NOTED7.
AT EXISTING JOINT AND MATCH EXISTING ELEVATIONS.
WHERE PROPOSED SIDEWALK TIES INTO EXISTING SIDEWALK, SAWCUT6.
INCIDENTAL TO ITEM #762002, SAW CUTTING, CONCRETE, FULL DEPTH.
MAY ENCOUNTER WIRE MESH. CUTTING THROUGH THE MESH IS
WHEN SAWCUTTING THE CONCRETE PAVEMENT, THE CONTRACTOR5.
AND DRAIN PROPERLY.
CONSTRUCTED SO THAT IT IS IN ACCORDANCE WITH ADA GUIDELINES
THE BOTTOM LANDING AREA FOR STAIRS TO REMAIN SHALL BE4.
ARE INCIDENTAL TO ITEM 705001.
IN THE FIELD AND AS IDENTIFIED ON THE PLANS. ALL COSTS
THE CONTRACTOR SHALL RECONSTRUCT STEPS AS REQUIRED3.
NOTED IN THE PLANS.
ALL EXISTING UTILITIES ARE TO REMAIN UNLESS OTHERWISE2.
SUPPORT POLES ARE INCIDENTAL TO CONTRACT.
WITH UTILITY POLES. ALL COSTS TO INSTALL AND TEMPORARILY
AND DRAINAGE SHALL BE INSTALLED TO AVOID CONFLICT
ALL EXISTING UTILITY POLES TO REMAIN. PROPOSED CURB1.
5’ SID
EW
AL
K
4.5’ G
RA
SS
5’ SID
EW
AL
K
3.75’ G
RA
SS
21’
STATION OFFSETPOINT NO.
COORDINATE LIST
EASTINGNORTHING
GRADES AND GEOMETRICS
1.
3.
4.
NOTES:
2.
5.
6.
7.
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
RETURNS ARE GIVEN AT 10 FOOT INTERVALS.
UNLESS OTHERWISE NOTED, EDGE OF PAVEMENT ELEVATIONS AT CURB
RADII ARE GIVEN TO THE EDGE OF PAVEMENT.
AND CURB & GUTTER IS GIVEN TO THE EDGE OF PAVEMENT.
UNLESS OTHERWISE NOTED, POINT GEOMETRY ADJACENT TO CURB
TO THE LEFT OF THE CONSTRUCTION & R/W BASELINE.
OFFSETS SHOWN IN THE GEOMETRIC TABLES WITH A MINUS SIGN ARE
AT THE CURB RAMPS.
SEE THE CONSTRUCTION DETAILS FOR ADDITIONAL GRADES AND GEOMETRICS
INCIDENTAL TO THE PROJECT.
APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION. ALL COSTS ARE
PER ADA REGULATIONS. THE SIDEWALK SHALL BE LAID OUT FOR
BY THE ENGINEER. THE PROPOSED SIDEWALK SHALL NOT EXCEED 2%
SIDEWALK TO MATCH EXISTING GRADE OR AS DIRECTED IN THE FIELD
CURB SHALL MATCH THE EXISTING PAVEMENT OR CURB ELEVATIONS.
PROPOSED CURBS OR PAVEMENT THAT TIE INTO EXISTING PAVEMENT OR
8.
R=12’
R=12
’
R=12’
R=2’R=2’R
=4’
R=10’
14’
14.5’
14’
14.5’
R=10’
R=10’
3043
3044 3045
3046
3047
3048
3049
3050
3051
3052
3053
3054
3055
3056 3057 3058 3059
3060
3061
3062 3063
3064
3065
3066
3067
9025
3069
3070 3071
3072
3073
3074
3075 3076
3077
3078
3079
STATION OFFSETPOINT NO.
COORDINATE LIST
EASTINGNORTHING
3043 201+58.34 -19.00’ 638682.3167 614746.3069
3044 201+62.35 -19.00’ 638682.3167 614748.1754
3045 201+80.08 -19.00’ 638701.5608 614756.4364
3046 201+83.73 -19.00’ 638704.7869 614758.1346
3047 202+02.33 -19.00’ 638721.2443 614766.7973
3048 202+06.09 -19.00’ 638724.5727 614768.5493
3049 202+24.34 -19.00’ 638740.7212 614777.0494
3050 202+28.16 -19.00’ 638744.1019 614778.8289
3051 202+45.29 -19.00’ 638759.2637 614786.8097
3052 202+45.29 -24.00’ 638761.5926 614782.3852
3053 202+60.31 -20.25’ 638773.1335 614792.6978
3054 202+60.34 -29.81’ 638777.6116 614784.2551
3055 202+79.70 -29.95’ 638794.8075 614793.1420
3056 203+00.52 -20.25’ 638808.7190 614811.4290
3057 203+05.33 -20.25’ 638812.9752 614813.6694
3058 203+55.88 -20.25’ 638857.7014 614837.2121
3059 203+64.92 -20.25’ 638865.7018 614841.4233
3060 204+39.25 -58.53’ 638949.3054 614845.1687
3061 201+65.61 19.25’ 638670.9372 614783.5424
3062 201+72.63 19.25’ 638677.1445 614786.8097
3063 202+05.58 19.25’ 638706.3046 614802.1588
3064 202+12.74 19.25’ 638712.6445 614805.4959
3065 202+45.70 19.25’ 638741.8030 614820.8442
3066 202+52.59 19.25’ 638747.9042 614824.0557
3067 202+84.97 19.25’ 638776.5553 614839.1369
3068 202+93.05 18.75’ 638783.9398 614842.4588
3069 203+25.40 18.75’ 638812.5683 614857.5281
3070 203+32.24 18.75’ 638818.6217 614860.7145
3071 204+20.56 18.75’ 638896.7717 614901.8506
3072 204+31.10 18.75’ 638906.1037 614906.1037
3073 204+92.67 47.02’ 638947.4205 614960.4534
3074 204+65.29 -38.16’ 638962.8660 614872.3301
3075 204+78.84 -42.91’ 638977.0624 614874.4365
3076 205+37.48 -44.02’ 639029.4715 614900.4715
3077 205+64.10 -14.93’ 639039.4807 614938.9062
3078 205+51.75 48.61’ 638998.9534 614989.3805
3079 205+60.71 14.82’ 639022.6222 614963.6593
3080 3081
3080
3081
203+05.33 -24.99’ 638815.1845 614809.4723
203+64.92 -24.99’ 638867.9110 614837.2262
9017
9018
9017
9018
202+55.29 -15.25’ 638766.3660 614794.7859
202+84.65 -15.25’ 638792.3427 614808.4594
BC
=17
2.11’
TC
=17
2.11’
BC
=17
0.98’
TC
=17
0.98’
1.5%
SCALE
FEET
0 20 40 60
9024
3068
9024 202+93.03 638781.3625 614847.3177
9025 202+93.03 638781.5968 614846.8760
24.25’
23.75’
MA
TC
HLIN
E 201+
50 Unofficial
Website Copy
TYPICAL SECTIONS
10:0
8:5
7
AM
G:\
PR
OJE
CT
S\
155002.0
0 (DelD
OT
Ag
mt.
17
30
TA
P)\
15
5002.0
1 (Task 1,
Ele
venth St Fin
al Desig
n)\
CA
DD
FIL
ES\
gg_
03.d
gn
7/11/2017
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.
29
STREETSCAPE IMPROVEMENTS11TH STREET
CONTRACT
T201320003
COUNTYDESIGNED BY:
CHECKED BY:
XBRIDGE NO.ADDENDUMS / REVISIONS
NEW CASTLE
AMW
JMH
WV
D.I.
30"
X20"
TC
24"TC
15"T
C
D.I.
15"T
C
+
+
D.I.
D.I.
24"TC
18"
TC
24"TC
15"T
C
N.
DU
PO
NT
ST
RE
ET
STATION OFFSETPOINT NO.
COORDINATE LIST
NORTHING
N N
EASTING ELEVATION
11TH STREET
N.
DU
PO
NT
ST
RE
ET
11TH STREET
N.
DU
PO
NT
ST
RE
ET
N N
CONSTRUCTION DETAILS11
SCALE
FEET
0 5 10 15
171.55’
172.25’
1.5%
1.5
%
2.5
%
R=12’
8.2%
1.5%
1.5%
1.5
%
R=5’
R=12’
1.5%
7.2%
5.3
%
172.42’
172.
50’
172.5
5’
172.60’
171.85’
172.15
’
R=13’
173.3
2’
173.37’
1.5
%
R=5.75
’
173.28’
8.0%
1.5
%
1.5%
6.1%
6.3
%
1.5%
1.5%
8.3
%
R=4’
R=15’
173.3
0’
173.25’
173.35’
1.5%
1.5
%
4001
3001
4002
4003
40045’
5’
1.5
%
4005
4006
4007
4008
4009
4010
4011
4012
4013
4014
4015
4016
4017
4018
4019 4020
4021 3002
3003
3004
4022
4023
4024
4026
4027
1.5%
1.5
%
3005
4033
4034
4036
4040
4037
4038 4035
4039
4041
3010
4042
4043
4044
4047
4049
4051 4052
1.5
%
1.5%
1.5
%
1.5%
3001
4001 100+92.02 -23.98’ 638857.6193 614342.5878 MATCH EXIST
100+92.02 -12.25’ 638847.2604 614337.0933 MATCH EXIST
4002 101+03.23 -23.29’ 638851.7561 614352.1722 172.11’
4003 101+03.26 -18.04’ 638847.1047 614349.7376 172.18’
4004 101+03.29 -13.00’ 638842.6419 614347.4016 172.26’
TC=17
2.2
6’
TC=MATCH EXISTING
TC=MATCH EXISTING
4005 101+07.73 -18.31’ 638845.2543 614353.8119 172.14’
4006 101+10.23 -18.33’ 638844.0950 614356.0269 172.11’
4007 101+07.70 -23.31’ 638849.6842 614356.1306 172.10’
101+10.73 -23.33’ 638848.2781 614358.8170 172.08’
101+10.23 -24.25’ 638849.3257 614358.8095 ----
101+10.23 -12.25’ 638838.7245 614353.1868 ----
----101+22.23 -24.39’ 638843.8230 614369.4735
4012 101+14.29 -19.82’ 638843.5096 614360.3209 172.05’
4013 101+21.46 -26.25’ 638845.8349 614369.6677 171.85’
4014 101+15.73 -23.14’ 638845.7711 614363.1495 172.00’
4015 101+22.18 -23.14’ 638842.7491 614368.8469 171.55’
4016 101+15.70 -26.19’ 638848.4760 614364.5493 171.96’
4017 101+10.70 -26.14’ 638850.7741 614360.1087 172.04’
4018 101+10.65 -31.14’ 638855.2147 614362.4067 171.85’
4019 101+15.65 -31.19’ 638852.9166 614366.8473 171.79’
4020 101+21.41 -31.25’ 638850.2721 614371.9573 171.73’
4021 101+09.80 -41.13’ 638864.4398 614366.3364 MATCH EXIST
MATCH EXIST3002 101+22.04 -41.27’ 638858.8262 614377.2153
TC=172.64
TC=172.79’
TC
=17
3.18’
3.6
%
3005 101+56.42 -42.04’ 638843.4051 614407.9449 MATCH EXIST
4036 101+61.25 -42.01’ 638841.1155 614412.2007
101+56.31 -24.57’ 638828.0187 614399.6669
101+68.31 -12.50’ 638811.7321 614404.6118
101+68.31 -24.50’ 638822.3332 614410.2345 ----
MATCH EXIST
----
----
BC=171.55’
TC=171.98’
TC=MATCH EXIS
TING
4037 101+64.11 -32.01’ 638830.9422 614410.0402 172.08’
101+64.05 -23.28’ 638823.2499 614405.9017 172.54’
4039 101+68.31 -18.31’ 638816.8608 614407.3320 172.69’
----101+69.05 -18.25’ 638816.4638 614407.9621
TC
=M
AT
CH
EXIS
TIN
G
4041 101+78.31 -18.25’ 638812.1261 614416.1403 173.41’
3003 100+95.23 638823.6279 614328.1990 MATCH EXIST
4029
4031
4030
4032
4025
4028
173.22’
174.40’BC=174.10’
TC=174.30’
4025
4028
4029
4030
4031
4032
----
----
3004 MATCH EXIST
101+07.41 638817.9482 614338.9759
101+22.44 638797.4958 614345.1385
101+22.24 45.05’
27.94’
12.76’
12.79’
638782.4776 614336.9395
101+07.44 27.76’ 638804.6834 614331.9727 ----
100+95.23 21.20’ 638816.2078 614324.2590
101+09.27 21.22’ 638809.6023 614336.6530
MATCH EXIST
----
----101+13.28 25.21’ 638804.2054 614338.3270
101+13.53 45.05’ 638786.5572 614329.2461
101+10.23 13.02’ 638816.3996 614341.3391
101+10.23 21.34’ 638809.0538 614337.4439
101+13.28 25.05’ 638804.3432 614338.3960
101+22.20 25.05’ 638800.1647 614346.2759
173.25’
173.35’
173.37’
173.45’
MATCH EXIST
3010
BC
=17
2.71’
TC
=17
3.11’
4046
BC=173.50’
TC=174.00’
4048
4050TC=173.92’
TC
=17
3.92’
4045
BC
=17
3.50’
TC
=17
4.08’
BC=174.10’
TC=174.10’
4045
4046
4047
4048
4050
4052
101+56.59 40.31’ 638770.5662 614369.5121 MATCH EXIST
101+69.52 12.25’ 638789.3006 614394.0830 173.28’
101+56.52 25.26’ 638783.9022 614376.5024 173.37’
101+69.52 25.19’ 638777.8657 614388.0177 ----
101+78.31 12.25’ 638785.1818 614401.8486 173.50’
101+64.19 40.38’ 638766.9459 614376.1887 MATCH EXIST
101+63.49 35.05’ 638771.9787 614378.0738 174.10’
101+63.60 25.05’ 638780.7628 614382.8542 173.49’
101+63.61 23.94’ 638781.7428 614383.3876 ----
101+68.31 18.35’ 638784.4823 614390.1581 173.37’
101+69.36 18.25’ 638784.0739 614391.1324 ----
101+78.31 18.25’ 638779.8812 614399.0372 174.18’
11TH STREET
N.
DU
PO
NT
ST
RE
ET
11TH STREET
CONSTRUCTION DETAIL M-9
FOLLOW DELDOT STANDARD
PROPOSED BUS STOP PAD.
R=5’
4009 (COR)
4011 (PC)
4010 (PC)
4022 (PC)
4023 (PC)
4024 (COR)
4026 (PC)
4027 (PC)
4033 (PC)
4034 (PC)
4035 (COR)
4038 (PC)
4040 (PC)
4042 (PC)
4043 (PC)
4044 (COR)
4049 (PC)
4051 (PC)
4008 (PI)
(PC) POINT OF CURVE
(PC)
(COR) CENTER OF RADIUS
POINT OF INTERESTION
LEGEND
Unofficial Website Copy
TYPICAL SECTIONS
10:1
1:2
3
AM
G:\
PR
OJE
CT
S\
155002.0
0 (DelD
OT
Ag
mt.
17
30
TA
P)\
15
5002.0
1 (Task 1,
Ele
venth St Fin
al Desig
n)\
CA
DD
FIL
ES\
gg_
04.d
gn
7/11/2017
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.
29
STREETSCAPE IMPROVEMENTS11TH STREET
CONTRACT
T201320003
COUNTYDESIGNED BY:
CHECKED BY:
XBRIDGE NO.ADDENDUMS / REVISIONS
NEW CASTLE
AMW
JMH
WV
WVWV
WV
WV
D.I.15"
TC
STATION OFFSETPOINT NO.
COORDINATE LIST
NORTHING
N
EASTING ELEVATION
N.
CL
AY
TO
N
ST
RE
ET
CONSTRUCTION DETAILS12
N
N N
SCALE
FEET
0 5 10 15
1.5%R=4’
1.5
%
R=12’R=11’
R=7’
1.5%
1.5
%
5.2%
1.5%
5.5
%7.4%
177.76
’
177.96’
177.8
6’
178.
18’
178.26’
7.0
%
178.13’
178.10’
178.07’
178.22’
178.27’
1.5
%
1.5% 7.3%
7.3
%
2.7
%
1.0
%
1.5
%
1.5%
1.5
%
1.5
%
R=12’
7.3
%
1.5%
1.5%
1.5%
8.0%
5.0
%1.
5%
1.5
%
1.5%
1.0
%
6.7%
1.5
%
BC=163.10’
TC=163.10’
BC=162.49’
TC=162.99’
3.8%
BC
=16
2.45’
TC
=16
3.02’
BC
=16
3.25’
TC
=16
3.25’
R=4’
4056
4053
4054
4055
3076
3077
4057
4058
4059
4060
4061
4062
4063
4064
4065
4068
4066
4069
3079
3078
4070
4071
4072
4073
4074 4075
4076 4077
4079
4080
4081
4078
4082 4083 4084 4085 4086
3033
3034
3040
3039 3037
3038
4087
4088
4089
4091
4092 4093
4094
4105
4095
4096
4097
4098
4099
4100
4101
4102
4103
4104
3076
4056
4057
4058
205+37.48 -44.02’ 639029.4715 614900.7676 MATCH EXIST
205+43.11 -44.89’ 639034.8579 614902.6185 MATCH EXIST
205+44.62 -40.06’ 639033.9457 614907.5915 163.11’
BC
=16
2.45’
TC
=16
3.15’
205+45.71 -33.03’ 639031.6361 614914.3278 163.25’
205+46.39 -28.64’ 639030.1961 614918.5278 163.08’
4061
4062
4063 205+47.69 -27.80’ 639030.9506 614919.8710 163.05’
3077
4064 205+40.83 -26.77’ 639024.4001 614917.5864 163.05’
BC
=16
2.55’
TC
=16
3.05’
BC=16
2.6
0’
TC=16
2.9
3’
205+40.31 -25.13’ 639023.1817 614918.8024 ----
205+52.20 -14.91’ 639028.9418 614933.3828 ----
205+52.18 -26.91’ 639034.5124 614922.7541 ----
205+64.10 -14.93’ 639039.4807 614938.9062 MATCH EXIST
205+51.18 -25.54’ 639032.9876 614923.4974
4065 205+52.30 -25.54’ 639033.9833 614924.0216 162.97’
4066
205+57.11 -25.54’ 639038.2397 614926.2626 163.10’
205+64.11 -25.60’ 639044.4613 614929.4712 MATCH EXIST4067
205+46.24 -16.49’ 639024.3960 614929.2084 162.65’
4067 205+47.77 -21.13’ 639027.9208 614925.8127 162.94’
4068 205+52.30 -19.86’ 639031.3382 614929.0457 162.89’
4069 205+52.95 -14.91’ 639029.6056 614933.7306 162.60’
4070
4071
4072
4073
4074
4075
4076
4080
4081
4082
4084
4086
4090
205+70.61 19.00’ 639029.4324 614971.9622 MATCH EXIST
205+60.42 18.98’ 639020.4249 614967.2018
205+60.42
163.34’
20.13’ 639017.3985 614966.9093 163.30’
205+56.91 15.41’ 639018.9871 614962.4106 163.00’
205+57.03 20.84’ 639016.5615 614967.2709 ----
205+53.59 26.28’ 639010.9835 614970.4791 163.40’
205+48.65 26.05’ 639006.7180 614967.9783 163.20’
BC
=16
3.43’
TC
=16
3.79’
205+49.50 28.49’ 639006.3360 614970.5264 ----
205+60.63 26.82’ 639016.9563 614974.2375 ----
3078 MATCH EXIST
MATCH EXIST
205+51.75 48.61’ 638998.9534 614989.3805
205+60.71 14.82’ 639022.6222 614963.6593
205+70.64 26.84’ 639025.8065 614978.9157 MATCH EXIST
205+64.48 24.66’ 639021.3739 614974.1152 163.39’
205+61.05 23.99’ 639018.6552 614971.9304 163.37’
205+58.68 28.80’ 639014.3163 614975.0761 163.48’
205+57.10 31.99’ 639011.4301 614977.1685 ----
205+57.76 36.42’ 639009.9549 614981.3902 163.88’
205+58.67 42.52’ 639007.9189 614987.2169 ----
205+59.16 47.50’ 639006.0240 614991.8512 MATCH EXIST
3033
3034
3037
3038
3039
3040
105+27.56 -17.75’ 638648.0389 614724.4424 178.20’
201+21.63 -19.00’ 638649.8376 614729.2107 178.17’
105+83.14 -12.51’ 638617.3633 614771.0843 MATCH EXIST
105+88.46 -17.24’ 638619.0516 614777.9979 MATCH EXIST
105+73.71 -16.59’ 638625.3947 614764.6661 178.18’
201+20.09 19.25’ 638630.6532 614762.3379 178.11’
4090
105+23.42 -12.50’ 638645.3406 614718.3254 ----
----201+24.58 -14.50’ 638650.3523 614734.5670
201+24.58 -26.50’ 638655.9417 614723.9482
105+27.56 -13.24’ 638644.0517 614722.3276 178.13’
----
4091
4092
4105
4098
4099
4100
105+35.06 -21.59’ 638647.9131 614732.8668 178.07’
105+21.91 -17.75’ 638650.6847 614719.4540 178.26’
105+21.91 -22.75’ 638655.1019 614721.7968 178.27’
105+25.91 -26.76’ 638656.7725 614727.2107 178.22’
105+30.91 -26.78’ 638654.4435 614731.6352 178.15’
4103
105+63.92 -23.56’ 638636.1303 614759.2880 ----
----
----
105+74.81 -12.59’ 638621.3434 614763.7663
105+74.92 -23.59’ 638631.0067 614769.0219
105+64.48 -20.13’ 638632.8438 614758.1764 177.76’
177.96’105+73.67 -12.66’ 638621.9405 614762.7925
105+78.45 -16.55’ 638623.1335 614768.8348 178.21’
105+74.18 -28.50’ 638635.7031 614770.6464 177.90’
105+74.87 -25.46’ 638632.6818 614769.8448 178.18’
105+78.50 -22.05’ 638627.9638 614771.4611 178.26’
105+81.09 -21.52’ 638626.2895 614773.5032 ----
N.
CL
AY
TO
N
ST
RE
ET
N.
CL
AY
TO
N
ST
RE
ET
N.
CL
AY
TO
N
ST
RE
ET
PENNSYLVANIA AVENUE
PENNSYLVANIA AVENUE
11TH STREET
11TH STREET
4053 (PC)
4054 (PC)
4055 (COR)
162.75’
3079 (PC)
4077 (PC)
4078 (COR)
4059 (PI)
4060 (PI)
(PC) POINT OF CURVE
(PC)
(COR) CENTER OF RADIUS
POINT OF INTERESTION
LEGEND
4104 (PC)
4095 (PC)
4096 (PC)
4097 (COR)
4083 (PI)
4079
4085 (PI)
4087 (PC)
4088 (PC)
4089 (COR)
4093 (PC)
4094 (PC)
4101 (PC)
4102
Unofficial Website Copy
TYPICAL SECTIONS
4:0
6:4
5
PM
G:\
PR
OJE
CT
S\
155002.0
0 (DelD
OT
Ag
mt.
17
30
TA
P)\
15
5002.0
1 (Task 1,
Ele
venth St Fin
al Desig
n)\
CA
DD
FIL
ES\
gg_
05.d
gn
7/11/2017
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.
29
STREETSCAPE IMPROVEMENTS11TH STREET
CONTRACT
T201320003
COUNTYDESIGNED BY:
CHECKED BY:
XBRIDGE NO.ADDENDUMS / REVISIONS
NEW CASTLE
AMW
JMH
+ +
WV
D.I.
D.I.
D.I.
10"
TC
10"
TC
12"TC
15"T
C
10"T
C
10"T
CJ
STATION OFFSETPOINT NO.
COORDINATE LIST
NORTHING
N
EASTING ELEVATION
CONSTRUCTION DETAILS13
1.5%
1.5
%
1.5%
1.5%
1.5%
1.5
%
R=2’
R=2’
R=4’
1.5
%
3.0
%
1.5%
1.5%
4.0%
8.3%
8.3
%
0.8%
8.3%
6.0
%
7.0%
7.3
%
8.0%
R=12’
R=2’
R=10’
7.3
%
1.5
%
8.3
%
1.5%
1.5%
BC=165.50’
TC=165.98’
1.5%
2.0
%
7.3%
2.0
%
1.5%
1.0
%
3060
3074
3075
4106
4107
4108
4109
4110
4111
4112
4113
4114
4115
4116
41174118
4119
4120
4121
4122
4123
4124
4125
4126
4127
4128
4129
3073
4130
4131
4132
4133
4134
4135
41364137
4138 4139
4140
4141 4142 4143
4144
4145
4146
4147
4148 4149
4150
4152
4153
4154
4155
4156
4157
4158
4159 4160
4106
4107
4110
4111
4112
4113
4116
4117
4118
4119
4120
4121
4122
4123
4125
4126
4127
4129
4130
4131
4132
4133
4134
4139
4140
4145
4146
4147
4148
4149
4150
4153
4154
4155
4159
4160
4161
3060
3073
3074
3075 204+78.84 -42.91’ 638977.0624 614874.4365 MATCH EXIST
204+65.29 -38.16’ 638962.8660 614872.3301 MATCH EXIST
MATCH EXIST
MATCH EXIST204+39.25 -58.53’ 638949.3054 614842.1687
204+92.67 47.02’ 638947.4205 614960.4534
BC
=16
2.88’
TC
=16
3.38’
BC
=16
3.05’
TC
=16
3.55’
204+79.38 -34.33’ 638973.5447 614882.2770 163.38’
204+81.08 -23.11’ 638969.8201 614832.9982 163.11’
204+82.79 -16.79’ 638968.3950 614899.3858 163.17’BC
=16
3.18’
TC
=16
3.60’
204+80.81 -14.49’ 638965.5742 614900.4993 163.26’
204+78.71 -14.49’ 638963.7139 614899.5201 163.31’
204+73.71 -14.49’ 638959.2894 614897.1911 163.37’
204+78.71 -20.25’ 638966.3957 614894.4251 163.51’
204+73.71 -20.25’ 638961.9713 614892.0962 163.41’
204+67.21 -14.49’ 638953.5360 614894.1627 163.89
BC=163.39’
TC=163.89’
BC=163.37’
BC=163.31’
BC
=16
3.35’
TC
=16
3.85’
204+65.21 -16.50’ 638952.7015 614891.4543 163.35’
204+71.43 -23.14’ 638961.3006 614888.4806 163.42’
204+65.23 -23.16’ 638955.8280 614885.5719 163.25’
204+65.25 -28.16’ 638958.1727 614881.1604 163.17’
204+71.45 -28.13’ 638963.6411 614884.0668 163.34’
204+71.47 -33.13’ 638965.9877 614879.6517 163.26’
BC
=16
3.25’
BC
=16
3.17’
204+59.64 18.75’ 638931.3552 614920.0544
BC=163.51’
BC=163.48’
BC
=16
3.62’
BC
=16
3.67’
164.93’
204+74.64 18.75’ 638944.6287 614927.0412 163.83’
204+77.22 14.00’ 638949.1223 614924.0386 ----
204+74.64 14.00’ 638946.8415 614922.8381 163.51’
204+79.64 14.25’ 638951.1509 614925.3857 163.48’
204+79.64 18.75’ 638949.0531 614929.3701 163.76’
204+86.78 18.75’ 638955.3714 614932.6959 163.62’
204+89.07 24.13’ 638954.8915 614938.5278 ----
BC=164.64’
TC=164.64’
204+89.25 25.28’ 638954.5162 614939.6292 163.69’
204+64.64 23.76’ 638933.4471 614926.8138 164.64’
204+74.64 23.76’ 638942.2960 614931.4716 163.91’
204+82.94 23.75’ 638949.6422 614935.3305 163.71’
204+83.33 26.22’ 638948.8369 614937.6940 163.75’
204+85.19 38.07’ 638944.9665 614949.0527 164.45’
BC
=16
3.86’
TC
=16
4.36’
TC=164.65’
1.5
%
4161
204+39.19 -45.80’ 638943.3268 614853.4043
204+40.23 -41.31’ 638942.1577 614857.8626
R=10’
R=10’
204+43.09 -35.55’ 638942.0037 614864.2992
204+44.13 -31.03’ 638940.8217 614868.7817
204+44.11 -28.24’ 638939.5025 614871.2446
204+44.08 -23.24’ 638937.1450 614875.6458
204+42.07 -23.25’ 638935.3706 614874.7049
204+44.06 -21.24’ 638936.1967 614877.4162
204+44.04 -18.47’ 638934.8914 614879.8531
204+40.04 -14.50’ 638929.5022 614881.5040
204+14.27 -14.50’ 638906.6947 614869.4988 165.50’
204+14.27 -15.25’ 638907.0441 614868.8351 165.98’
204+13.48 -20.25’ 638908.6766 614864.0441 165.90’
204+29.58 -58.67’ 638940.8206 614837.5448
204+29.49 -45.87’ 638934.7783 614848.8254
164.54’
164.63’
204+29.40 -33.60’ 638928.9823 614859.6463
MATCH EXIST
204+29.35 -26.85’ 638925.7933 614865.5998
204+27.61 -24.81’ 638923.3043 638923.3043
204+29.31 -20.10’ 638922.6094 614871.5439 164.72’
204+34.36 -28.28’ 638930.8951 614866.6645 164.55’
1.0%
1.5%
4162
4151
R=2’ R
=2’
BC
=16
3.74’
TC
=16
4.24’ B
C=16
3.78’
TC
=16
4.35’
BC
=16
3.89’
BC
=16
4.00’
BC
=16
3.95’
BC=164.23’
TC=164.73’
164.37’
----
204+34.32 -21.72’ 638927.7979 614872.4468 164.65’
204+37.57 -22.77’ 638931.1653 614873.0328 ----
----204+40.67 -23.25’ 638934.1356 614874.0500
204+21.62 -33.60’ 638922.0935 614856.0202 ----
204+20.61 -33.60’ 638921.2023 614855.5511 166.19’
166.21’204+20.60 -29.98’ 638919.5094 614858.5094
204+22.44 -29.69’ 638920.9966 614859.8584 164.71’
BC
=16
4.37’
TC
=16
5.78’
BC=16
4.5
4’
TC=16
5.9
4’
TC=166.59’
BC=164.65’
TC=164.85’
BC=164.20’
TC=165.49’
163.74’
----
163.78’
----
163.89’
163.95’
----
----
164.00’
164.23’
3.2%
3.2%
PENNSYLVANIA AVENUE
N. C
LA
YT
ON
ST
RE
ET
N. C
LA
YT
ON
ST
RE
ET
SCALE
FEET
0 5 10 15
ITEM 705001.PAID UNDERPCC SECTION.RAISED
WALL
(PC) POINT OF CURVE
(PC)
(COR) CENTER OF RADIUS
POINT OF INTERESTION
LEGEND
4163
204+27.67 638925.2411 614863.0244 ----4162 (PC)
4135 (PC)
4136 (PC)
4137 (PC)
4138 (PC)
4141 (PC)
4142 (PC)
4143 (PC)
4144 (PC)
4157 (PC)
4156 (PC)
204+77.22 638943.5328 614934.6574 ----26.00’4163 (COR)
-28.87’
4158 (PI)
4151 (PC)
4152 (PC)
4114 (PC)
4115 (PC)
4108 (PC)
4109 (PC)
4124 (PC)
4128 (PC)
AREAGRASS
9029
9028
9027
9026
9026
9027
204+83.36 638946.5143 614942.1849
204+81.05 638944.3000 614941.4303
204+81.89 638942.7476 614946.1837 ----
204+84.11 638944.8775 614946.9094 ----36.22’
9028
9029
31.27’ ----
----31.64’
36.57’
RM
CSIDEWALK
Unofficial Website Copy
TYPICAL SECTIONS
1:2
6:2
5
PM
G:\
PR
OJE
CT
S\
155002.0
0 (DelD
OT
Ag
mt.
17
30
TA
P)\
15
5002.0
1 (Task 1,
Ele
venth St Fin
al Desig
n)\
CA
DD
FIL
ES\
dt_
Con
Details01.d
gn
7/12/2017
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.
29
STREETSCAPE IMPROVEMENTS11TH STREET
CONTRACT
T201320003
COUNTYDESIGNED BY:
CHECKED BY:
XBRIDGE NO.ADDENDUMS / REVISIONS
NEW CASTLE
AMW
JMH
NOT TO SCALE
14
CONSTRUCTION DETAILS
SECTION - HANDRAIL
NOT TO SCALE
SIDEWALK WITH OUTSIDE CURB
NOT TO SCALE
NOT TO SCALE
PROPOSED SIDEWALK
STONE CURB
FACE OF PROPOSED CURB
(INCIDENTAL TO STONE CURB)
EDGES TO BE NEAT (TYP.)
PCC, CLASS C
(INCIDENTAL TO CURB)
�" PREFORMED BITUMINOUS EXPANSION FILLERBASE COURSE, TYPE B
4" GRADED AGGREGATE
6" TOPSOIL AND SEED
PROPOSED SIDEWALK
PLUS 14"
OF REVEAL
HEIGHT
**2:1 MAX. 1" BATTER
VARIES
1 �
"
R
*
8"
9"
O.G.
9"
6"
20"
4"
6"
2" SQUARE STEEL SAFETY RAIL
ANCHOR BOLTS
BASE PLATE AND
(INCIDENTAL TO STONE CURB ITEM.)
CONCRETE LEVELING BLOCK
4" x 2.5" BRICK PAVER OR
1 �
"
1"
1"
�" DIA. GALV. STEEL ANCHOR
1" x 1 �" SLOTTED HOLE FOR
1"1 �"
�"
WELD
1 �
"1"
NOTES:
NOTES:
GRADE SHALL MATCH EXISTING SLOPE OR 2:1 MAX.**
CURB FACE TO 6" BEHIND BACK OF CURB WILL BE PAID UNDER ITEM NO. 302007.
COST OF 4" GRADED AGGREGATE UNDER OUTSIDE CURB, FROM 6" IN FRONT OF*
ITEM NO. 701014 - P.C.C. CURB TYPE 1-6.
THE ADDITIONAL UP-RIGHT CURB PLACED OUTSIDE OF THE SIDEWALK WILL BE PAID UNDER1.
PASS THROUGH
SPHERE 6" CANNOT
5’-0" (MAX)
(T
OP
OF
SA
FE
TY
RAIL)
NOT TO SCALE
ELEVATION VIEW - HANDRAILNOT TO SCALE
(ITEM 401822)
160 GYRATIONS, PG 64-22, PATCHING
3" BIT. CONCRETE, SUPERPAVE, TYPE B,
(ITEM 401821)
160 GYRATIONS, PG 64-22, PATCHING
2" BIT. CONCRETE, SUPERPAVE, TYPE C,
CONCRETE STEPS
CONCRETE STEPS
STEEL HAND RAILING - ITEM NO. 606503
STONE CURB - ITEM NO. 701502
BASE PLATE
5"
5"
1 �"
NO. 606503 - STEEL HAND RAILING.
FURNISHING AND INSTALLING HANDRAIL SHALL BE PAID FOR UNDER ITEM3.
MANUFACTURER’S RECOMMENDATIONS.
ANCHOR BOLTS SHALL BE GALVANIZED AND IN ACCORDANCE WITH2.
COAT OF EQUIPMENT ENAMEL TO MATCH EXISTING COLOR.
ALL HANDRAIL SHALL BE PAINTED WITH ONE PRIME COAT AND ONE1.
MA
TC
H
EXIS
TIN
G
HEIG
HT
STEEL SAFETY RAIL
2" SQUARE
2" SQUARE STEEL SAFETY RAIL
RAILING
EXISTING
2" SQUARE STEEL POST
STRONG STEEL TUBE
POST 2" SQUARE EXTRA
8" 1"
BEVEL TOP OF CURB (1"x 1")
PAINT WITH ENAMEL FINISH
WELD, GRIND SMOOTH, AND
PAINT WITH ENAMEL FINISH
WELD, GRIND SMOOTH, AND
2’
EXISTING ROADWAY
SAWCUT & MATCH
1’
ADJACENT PAVEMENT SECTION
13"MIN. OR TO BOTTOM OF
SHOWN ON PLANS
AND ENTRANCES WHERE
FLUSH AT CURB RAMPS
SAWCUT
1’ITEM #202000 - EXCAVATION & EMBANKMENT
REMOVAL OF EXISTING PAVEMENT SHALL BE PAID UNDER
Unofficial Website Copy
SCALE
FEET
0 60 120 180
N
*
WORK
ROAD
* DISTANCE LEGEND
LETTER DISTANCE
ROAD WORK
END
48" X 48"
W20-1
WARNING SIGNS
CONSTRUCTION ZONE
F
E
D
C
B
A
BOTH SHOULDERS CLOSED
AHEAD
� MILE
1500 FT
1000 FT
500 FT
ADVANCED WARNING SIGN LAYOUT
XX/XX/XX
100’
ROAD
WORK
48" X 24"
G20-2
MESSAGE SIGN LOCATIONPORTABLE CHANGEABLE
PCMS
ALL SIGNS PAID UNDER ITEM # 743024.
ANY CONFLICTING SIGNS SHALL BE INCIDENTAL TO ITEM# 743024.
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# 743024.
EXPECT
DELAYS
ROAD
WORK
STARTING
EXPECT
DELAYS
10 DAYS PRIOR TO CONSTRUCTION:
5 DAYS AFTER CONSTRUCTION BEGUN:
AHEAD
XX AM-X PM
TO GREENVILLE
11TH STREET
N.
CL
AY
TO
N
ST
RE
ET
PENNSYLVANIA AVENUE (SR 52
)
G20-2 (A)
G20-2 (A)
G20-2 (A)
G20-2 (A)
100’
15
100’
100’
G20-2 (A)
W20-1 (
E)
W20-1 (
E)
W20-1 (E)
W20-1 (E)
ONE WAY
ON
E
WA
Y
ON
E
WA
YO
NE
WA
YO
NE
WA
Y
ONE WAY
OF CONSTRUCTION:
PRIOR TO CONSTRUCTION, THROUGH 5 DAYS AFTER THE BEGINNING
PCMS BOARDS SHALL DISPLAY THE FOLLOWING MESSAGES 10 DAYS*
PC
MS
100’
PCMS
100’
PCMS
100’
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00107+00107+00
PO
B 10
0+00.00
PO
E 10
7+00.00
200
+00
201+
00
202
+00
203
+00
204+00
205
+00
206
+00
POB 200+00.00
++ +
++
++ +
+
X
CONTROL PLANM.O.T., AND EROSION
CONSTRUCTION PHASING,
TYPICAL SECTIONS
10:1
8:1
4
AM
G:\
PR
OJE
CT
S\
155002.0
0 (DelD
OT
Ag
mt.
17
30
TA
P)\
15
5002.0
1 (Task 1,
Ele
venth St Fin
al Desig
n)\
CA
DD
FIL
ES\cs_
AW
S.d
gn
7/11/2017
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.
29
STREETSCAPE IMPROVEMENTS11TH STREET
CONTRACT
T201320003
COUNTYDESIGNED BY:
CHECKED BY:
XBRIDGE NO.ADDENDUMS / REVISIONS
NEW CASTLE
AMW
JMH
Unofficial Website Copy
SEQUENCE OF CONSTRUCTION
BEFORE BEGINNING WORK IN THE NEXT PHASE/STAGE.
IN A STAGE SHALL BE STABILIZED AS DIRECTED BY THE ENGINEER
OTHERWISE APPROVED BY THE ENGINEER. ALL DISTURBED AREAS
BEFORE STARTING WORK IN A SUBSEQUENT PHASE/STAGE UNLESS
SEQUENCE. ALL WORK SHALL BE COMPLETED IN A PHASE/STAGE
THE CONTRACTOR SHALL COMPLETE ALL WORK IN THE FOLLOWING
N
16
PHASE 1
PHASE 2
PHASE 3
PHASE 4
SEQUENCE LEGEND
CONSTRUCTION
PHASING NOTES:
CONTROL PLANS
M.O.T. AND EROSION
CONSTRUCTION PHASING,
PHASE 2 - 11TH STREET - N. DUPONT STREET TO N. CLAYTON STREET (SOUTH SIDE)PHASE 1 - 11TH STREET - N. DUPONT STREET TO N. CLAYTON STREET (NORTH SIDE)
SCALE
FEET
0 20 40 60
ONE WAY
ON
E
WA
Y
ON
E
WA
Y
ONE WAYONE WAY
ON
E
WA
Y
THE CONTRACT.
CONSTRUCTION. COSTS ASSOCIATED WITH MAINTAINING ENTRANCES ARE INCIDENTAL TO
CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ENTRANCES DURING THIS PHASE OF
PLACE APPROPRIATE PLANTS, ACCORDING TO LANDSCAPE PLANS.
TOPSOIL AND SEED ALL DISTURBED AREAS WITHIN THIS PHASE OF CONSTRUCTION.8.
GRADES.
PHASE OF CONSTRUCTION. PAVE BITUMINOUS CONCRETE PATCHING TO FINAL
CONSTRUCT PROPOSED CURB, SIDEWALK, AND DRIVEWAY APRONS WITHIN THIS7.
ADJUST DRAINAGE INLETS AND UTILITY FACILITIES, AS REQUIRED.6.
THE PHASE.
REMOVE EXISTING SIDEWALK AND CURB WITHIN THE CONSTRUCTION LIMITS OF5.
CONSTRUCTED AT A TIME TO MAINTAIN PEDESTRIAN ACCESS.
RESOURCE CENTER. ONLY ONE CORNER OF AN INTERSECTION MAY BE
BY THE ENGINEER. SEE PEDESTRIAN MOT GUIDELINES ON DELDOT’S DESIGN
PRIOR TO CLOSURE OF ANY SIDEWALK, PEDESTRIAN MOT SHALL BE APPROVED
FOLLOWING TA-28 OR TA-29 TEMPORARY SIGNING, WHEN APPLICABLE.
THE TRAVEL LANE ALONG 11TH STREET AND IMPLEMENT SIDEWALK DETOUR,
USING TA-3 OF THE TRAFFIC CONTROL MANUAL, CLOSE THE LEFT HALF OF4.
INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES.3.
CONSTRUCTION.
PLACE PORTABLE CHANGEABLE MESSAGE SIGN TEN (10) DAYS IN ADVANCE OF2.
INSTALL ADVANCE WARNING SIGNS PER ADVANCE WARNING SIGN LAYOUT SHEET.1.
THE CONTRACT.
CONSTRUCTION. COSTS ASSOCIATED WITH MAINTAINING ENTRANCES ARE INCIDENTAL TO
CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ENTRANCES DURING THIS PHASE OF
PLACE APPROPRIATE PLANTS, ACCORDING TO LANSCAPE PLANS.
TOPSOIL AND SEED ALL DISTURBED AREAS WITHIN THIS PHASE OF CONSTRUCTION.6.
GRADES.
PHASE OF CONSTRUCTION. PAVE BITUMINOUS CONCRETE PATCHING TO FINAL
CONSTRUCT PROPOSED CURB, SIDEWALK, AND DRIVEWAY APRONS WITHIN THIS5.
ADJUST DRAINAGE INLETS AND UTILITY FACILITIES, AS REQUIRED.4.
THE PHASE.
REMOVE EXISTING SIDEWALK AND CURB WITHIN THE CONSTRUCTION LIMITS OF3.
CONSTRUCTED AT A TIME TO MAINTAIN PEDESTRIAN ACCESS.
RESOURCE CENTER. ONLY ONE CORNER OF AN INTERSECTION MAY BE
BY THE ENGINEER. SEE PEDESTRIAN MOT GUIDELINES ON DELDOT’S DESIGN
PRIOR TO CLOSURE OF ANY SIDEWALK, PEDESTRIAN MOT SHALL BE APPROVED
FOLLOWING TA-28 OR TA-29 TEMPORARY SIGNING, WHEN APPLICABLE.
THE TRAVEL LANE ALONG 11TH STREET AND IMPLEMENT SIDEWALK DETOUR,
USING TA-3 OF THE TRAFFIC CONTROL MANUAL, CLOSE THE RIGHT HALF OF2.
INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES.1.
TYPICAL SECTIONS
10:2
1:3
5
AM
G:\
PR
OJE
CT
S\
155002.0
0 (DelD
OT
Ag
mt.
17
30
TA
P)\
15
5002.0
1 (Task 1,
Ele
venth St Fin
al Desig
n)\
CA
DD
FIL
ES\cs_
01.d
gn
7/11/2017
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.
29
STREETSCAPE IMPROVEMENTS11TH STREET
CONTRACT
T201320003
COUNTYDESIGNED BY:
CHECKED BY:
XBRIDGE NO.ADDENDUMS / REVISIONS
NEW CASTLE
AMW
JMH
202
201
203 204
EASEMENT
DRIVEWAY
COMMON
EXISTING
25’
101
102
103 104
105
106
D/R P-118-153
PENN PARTNERS L P
TP# 26-020.30-102
D/R P-118-153
PENN PARTNERS L P
TP# 26-020.30-103
D/R P-118-153
PENN PARTNERS L P
TP# 26-020.30-104
D/
R
L-126-188
RIC
HA
RD
ST
AU
SE
BA
CH
TP
# 26-020.3
0-113
107108
401
D/R 2385-242
BEVERLY R. BOVELL
TP# 26-020.30-106
301
24.5
’24.5
’
24.5
’2
4.5
’
30’ 30’
30’ 30’
60’
60’
TCE-1TCE-2
30’ 30’
B35-140
HOUSING AUTHORITY"
"DELAWARE STATE
STATE OF DELAWARE
TP# 26-020.30-078
D/R 1866-81
SUNBIRD LIMITED PARTNERSHIP
TP# 26-020.30-075
D/R N-98-312
LORRAINE A. CASALE, H/W
FURIO R. &
TP# 26-020.30-111
INSTR. 20150427 0019182
BRITTANY K. MCDUEL
TP# 26-020.30-225
INSTR. 20120917 0052703
JASON SULECKI
TP# 26-020.30-226
INSTR. 20100607 0028277
& FRANK BAFUNDO
KEVIN MCLAUGHLIN. PHILIP
TP# 26-020.30-105
INSTR. 20080813 0055666
MELODYE H. GABBARD, H/W
CHARLES K. &
TP# 26-020.30-163
INSTR. 20080813 0055666
MELODYE H. GABBARD, H/W
CHARLES K. &
TP# 26-020.30-110
INS
TR.
200304
21 004
8081
VE
LL
A
GA
LL
AG
HE
R,
H/
W
DA
MIE
N
&
MIC
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TP# 26-020.3
0-112
INSTR. 20141205 0054940
CHRISTOPHER K. KONTIS
TP# 26-020.30-114
INSTR. 20160531 0025605
MICHAEL GREGORY VELLA, H/W
LAUREN CUTAJAR-WYNNE VELLA &
TP# 26-020.30-232
HOTMIX
SIDEWALK
CONC.
CONC. SIDEWALK
WV
+
WV
WV
WV
WV
WV
WV
+
WV
+
WV
WV
+
WV
+
WV
+
CONC. SIDEWALK
CONC. SIDEWALKCONC. SIDEWALK
CONC. SIDEWALK
CONC. SIDEWALK
CONC. SIDEWALK
HO
TMIX
HOTMIX
CONC.
CONC.CONC.
DRIV
EW
AY
HO
TMIX
CO
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AY
CONC. DRIVEWAY
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AL
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11TH STREET11TH STREET 11TH STREET
N.
DU
PO
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CW-W
CW-
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CW-
W
CW-
W
CW-W
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TM
EN
TS
BRIC
K
STEPS
CONC.WOOD FENCE
6" CHAINLINK FENCE6" CHAINLINK FENCE
BRICK BUILDING
2 STORY
BRICK BUILDING
2 STORY
BRICK WALL
ST
EP
S
ST
EP
S
BRICK BUILDING
2 STORY
GATE
BRICK BUILDING
2 STORYBRICK BUILDING
2 STORY
PARKING LOT
D.I.
D.I.
D.I.D.I.
D.I. D.I.
D.I.D.I.
D.I.
TP-7
4366648128
4367148172
TP-5
4368748139
040
4369348140
4368248161 43673
48178
TP-6
WALL WALL
PCC CURB
PCC CURBPCC CURB
11TH STREET
STONE CURB
CURBSTONE
CURBSTONE
PCC CURB
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STONE CURB
STONE CURB
ST
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E
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8"TC
15"
TC
24"TC
24"TC24"TC
24"TC
18"
TC
30"
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TC
10"
TC
15"T
C
12"
TC
24"TC 15
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C
15"T
C 15"TC
15"T
C 15"T
C
15"TC
15"TC
15"
TC
15"TC
DP-
G-2
PY
DP-G-4PYDP-G-4PYDP-G-4PYDP-G-4PYDP-G-4PYDP-G-4PY
CW-
W-8"
CW-
W-10"
CW-W-6"CW-W-8"CW-W-8"CW-W-8"
CW-W-8"CW-W-8"CW-W-8"CW-W-8"
CW-
W-4"
CW-
W-4"
DP-
G-2
PY
DP-
G-12
CI
BRICK
FE
NC
E
101+00 102+00 103+00 104+00 105+00 106+00
200
+00
201+
00
PI 200+00.00
MATCHLINE 201+50Unofficial Website Copy
SEQUENCE OF CONSTRUCTION
BEFORE BEGINNING WORK IN THE NEXT PHASE/STAGE.
IN A STAGE SHALL BE STABILIZED AS DIRECTED BY THE ENGINEER
OTHERWISE APPROVED BY THE ENGINEER. ALL DISTURBED AREAS
BEFORE STARTING WORK IN A SUBSEQUENT PHASE/STAGE UNLESS
SEQUENCE. ALL WORK SHALL BE COMPLETED IN A PHASE/STAGE
THE CONTRACTOR SHALL COMPLETE ALL WORK IN THE FOLLOWING
N
17
PHASE 1
PHASE 2
PHASE 3
PHASE 4
SEQUENCE LEGEND
CONSTRUCTION
PHASING NOTES:
PHASE 3 - CLAYTON STREET - 11TH STREET TO PENNSYLVANIA AVENUE (WEST SIDE) PHASE 4 - CLAYTON STREET - 11TH STREET TO PENNSYLVANIA AVENUE (EAST SIDE)
CONTROL PLANSM.O.T. AND EROSION
CONSTRUCTION PHASING,SCALE
FEET
0 20 40 60
ONE WAYONE WAY
THE CONTRACT.
CONSTRUCTION. COSTS ASSOCIATED WITH MAINTAINING ENTRANCES ARE INCIDENTAL TO
CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ENTRANCES DURING THIS PHASE OF
PLACE APPROPRIATE PLANTS, ACCORDING TO LANDSCAPE PLANS.
TOPSOIL AND SEED ALL DISTURBED AREAS WITHIN THIS PHASE OF CONSTRUCTION.6.
GRADES.
PHASE OF CONSTRUCTION. PAVE BITUMINOUS CONCRETE PATCHING TO FINAL
CONSTRUCT PROPOSED CURB, SIDEWALK, AND DRIVEWAY APRONS WITHIN THIS5.
ADJUST DRAINAGE INLETS AND UTILITY FACILITIES, AS REQUIRED.4.
THE PHASE.
REMOVE EXISTING SIDEWALK AND CURB WITHIN THE CONSTRUCTION LIMITS OF3.
SHALL USE TA-21 AND TA-23 TO COMPLETE WORK ALONG PENNSYLVANIA AVENUE.
CONSTRUCTED AT A TIME TO MAINTAIN PEDESTRIAN ACCESS.THE CONTRACTOR
RESOURCE CENTER. ONLY ONE CORNER OF AN INTERSECTION MAY BE
BY THE ENGINEER. SEE PEDESTRIAN MOT GUIDELINES ON DELDOT’S DESIGN
PRIOR TO CLOSURE OF ANY SIDEWALK, PEDESTRIAN MOT SHALL BE APPROVED
DETOUR, FOLLOWING TA-28 OR TA-29 TEMPORARY SIGNING, WHEN APPLICABLE.
THE TRAVEL LANE ALONG NORTH CLAYTON STREET AND IMPLEMENT SIDEWALK
USING TA-3 OF THE TRAFFIC CONTROL MANUAL, CLOSE THE LEFT HALF OF2.
INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES.1.
THE CONTRACT.
CONSTRUCTION. COSTS ASSOCIATED WITH MAINTAINING ENTRANCES ARE INCIDENTAL TO
CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ENTRANCES DURING THIS PHASE OF
REMOVE ALL ADVANCE WARNING SIGNS.9.
REMOVE ALL REMAINING EROSION AND SEDIMENT CONTROL MEASURES.8.
PLACE APPROPRIATE PLANTS, ACCORDING TO LANDSCAPE PLANS.
TOPSOIL AND SEED ALL DISTURBED AREAS WITHIN THIS PHASE OF CONSTRUCTION. 7.
GRADES.
PHASE OF CONSTRUCTION. PAVE BITUMINOUS CONCRETE PATCHING TO FINAL
CONSTRUCT PROPOSED CURB, SIDEWALK, AND DRIVEWAY APRONS WITHIN THIS6.
ADJUST DRAINAGE INLETS AND UTILITY FACILITIES, AS REQUIRED.5.
INSTALL LIGHTING FACILITIES AND STANDARDS.4.
THE PHASE.
REMOVE EXISTING SIDEWALK AND CURB WITHIN THE CONSTRUCTION LIMITS OF3.
SHALL USE TA-21 AND TA-23 TO COMPLETE WORK ALONG PENNSYLVANIA AVENUE.
CONSTRUCTED AT A TIME TO MAINTAIN PEDESTRIAN ACCESS. THE CONTRACTOR
RESOURCE CENTER. ONLY ONE CORNER OF AN INTERSECTION MAY BE
BY THE ENGINEER. SEE PEDESTRIAN MOT GUIDELINES ON DELDOT’S DESIGN
PRIOR TO CLOSURE OF ANY SIDEWALK, PEDESTRIAN MOT SHALL BE APPROVED
DETOUR, FOLLOWING TA-28 OR TA-29 TEMPORARY SIGNING, WHEN APPLICABLE.
THE TRAVEL LANE ALONG NORTH CLAYTON STREET AND IMPLEMENT SIDEWALK
USING TA-3 OF THE TRAFFIC CONTROL MANUAL, CLOSE THE RIGHT HALF OF2.
INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES.1.
402
D/
R 2385-24
2
BE
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RL
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TP# 26-020.3
0-106
403
404
405
406
302
303
304
305
306
307
308
309
310
311
312
313
407
314
D/R 1239-115
PENN PARTNERS L P
TP# 26-020.10-208
30’
80’
30’
30’
30’
30’
30’
VARIES
W/
R 109529
D/
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U-50-359
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DA
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TP# 26-020.3
0-219
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7
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F-66-288
JU
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PA
NA
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TP# 26-020.3
0-108
D/
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07-132
RIT
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N.
CA
PP
EL
LE
TP# 26-020.3
0-109
D/R 2780-314
1600 WINNER ASSOCIATES L.L.C.
TP# 26-020.30-097
W/
R 080016
D/
R
G-5
4-358
TH
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A
R.M.
VA
VA
LA
TP# 26-020.3
0-224
MF-6354
D/R G-104-49
P.V. MARTIN G P ET/AL
TP# 26-020.30-214
INS
TR.
20060919 0089681
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TP# 26-020.3
0-215
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20120613 003
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TP# 26-020.3
0-216
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20101001 0052337
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TP# 26-020.3
0-217
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0-218
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TP# 26-020.3
0-222
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0-105
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TP# 26-020.40-001
TYPICAL SECTIONS
3:5
7:1
6
PM
G:\
PR
OJE
CT
S\
155002.0
0 (DelD
OT
Ag
mt.
17
30
TA
P)\
15
5002.0
1 (Task 1,
Ele
venth St Fin
al Desig
n)\
CA
DD
FIL
ES\cs_
02.d
gn
7/11/2017
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.
29
STREETSCAPE IMPROVEMENTS11TH STREET
CONTRACT
T201320003
COUNTYDESIGNED BY:
CHECKED BY:
XBRIDGE NO.ADDENDUMS / REVISIONS
NEW CASTLE
AMW
JMH
+
WV
WV
+
WV
WV
+
WV
WV
WV
WVWV
WVWV WV
WVWV
CONC. SIDEWALK
CONC. SIDEWALK
HOTMIX
CONC. SIDEWALK
CONC. SIDEWALK
CO
NC. S
IDE
WA
LK
MAILBOX
SIGNAL POLE
SIGNAL POLE
SIGNAL CABINET UTILITY BOX
HOTMIX
HO
TMIX
HOTMIX
HO
TMIX
N. CLAYTON STREET
N. CLAYTON STREET
CW-
W
CW-
W
CW-
WC
W-
W
CW-
W
CW-
W
CW-
W
WALLFENCE
TP-2
WALL
POST
D.I.
D.I.
D.I.
CONC. SIDEWALK
CONC. SIDEWALK
KIA PARKING LOT
BUILDING
4 STORY
ST
EP
S
GATEST
EP
S
TOWNHOUSESBRICK
SCAPING
LAND- GRASS
ST
EP
S
ST
EP
S
ST
EP
S
ST
EP
S
GR
AS
SWALLWALL
SCAPING
LAND-
ST
EP
S
ST
EP
S
ST
EP
S
ST
EP
S
STEPS
BRIC
K
BUIL
DIN
G
2
ST
OR
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BRICK BUILDING
1 STORY
TP-3
43688
48187
43986
48192
43699
48192
43698
48198
3702
8202
4371148197
4371248200
D.I.
TP-1
FENCE
CHAINLINK
PE
NN
SY
LV
ANIA
AV
EN
UE (S
R 52)
PE
NN
SY
LV
ANIA
AV
EN
UE (S
R 52)
STONE CURB STONE CURB PCC CURB
PCC CURBPCC CURBSTONE CURBSTONE CURB
LOTPARKINGHOT-MIX
VER-C
VER-C
VE
R-
C
VER-CVER-C VER-C
10"TC10"TC
10"TC 10"TC 12"TC
12"
TC
12"
TC
15"T
C
10"T
C
10"T
C
CW-
W-8"
CW-W-10"
DP-G-4PYDP-G-2PYDP-G-2PYDP-G-2PYDP-G-2PY
CW-W-10"
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CW-W-10"
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STREET
N. CLAYTON
202+00 203+00 204+00 205+00 206+00
MA
TC
HLIN
E 201+
50 Unofficial
Website Copy
N
18
LIGHTING PLANS
JW
1
NOTES:
LST
1
LSR
1
LST
2
LSR
2
LST
3
LSR
3
LST
4
LSR
4
LST
5
LSR
5
LST
6
LSR
6
LST
7
LSR
7
LSR
8
LST
8
SOURCE ’A’
POWERRM
O
RL
O
LST
9
BY OTHERS
SCALE
FEET
0 20 40 60
LEGEND
LIGHTING STANDARD IDENTIFIERLST
X
LSR
XLIGHTING SERVICE IDENTIFIER
DECORATIVE LIGHT STANDARD
SINGLE DAVIT ARM
201+00
LIGHTING STANDARD SCHEDULE
NO. CIRCUIT NO. STATION OFFSET ARM LIGHT STANDARDRUN
SERVICE
LIGHTING SERVICE SCHEDULE
(L.F.)DISTANCE
INSTALLATIONDESCRIPTION
1 45.0 2" SCHEDULE 80 PVC 2 #6 + 1 #6G
8 15’- 16.36’LT202+96.76 250 WATT HPS LUMINAIRE
7 -- 24.75’RT203+80.64 150 WATT HPS LUMINAIRE
6 -- 24.75’RT203+48.97 150 WATT HPS LUMINAIRE
5 -- 24.75’RT203+08.86 150 WATT HPS LUMINAIRE
4 -- 25.25’RT202+69.26 150 WATT HPS LUMINAIRE
3 -- 25.25’RT202+28.86 150 WATT HPS LUMINAIRE
2 -- 25.25’RT201+90.11 150 WATT HPS LUMINAIRE
1 -- 25.25’RT201+47.32 150 WATT HPS LUMINAIRE
9 15’- 25.89’RT204+77.12 250 WATT HPS LUMINAIRE
2 41.0 2" SCHEDULE 80 PVC 2 #6 + 1 #6G
3 43.0 2" SCHEDULE 80 PVC 2 #6 + 1 #6G
4 42.0 2" SCHEDULE 80 PVC 2 #6 + 1 #6G
5 42.0 2" SCHEDULE 80 PVC 2 #6 + 1 #6G
6 34.0 2" SCHEDULE 80 PVC 2 #6 + 1 #6G
7 30.0 2" SCHEDULE 80 PVC 2 #6 + 1 #6G
8 25.0 2" SCHEDULE 80 PVC 2 #6 + 1 #6G
BY OTHERS
BY THE CONTRACTOR AND ARE INCIDENTAL TO THE LIGHTING STANDARD ITEM.
ALL COSTS OF DELMARVA ELECTRICAL CONNECTION FEES SHALL BE PAID5.
INCIDENTAL TO THE CONTRACT.
APPLICATION ON BEHALF OF THE CITY OF WILMINGTON. ALL COSTS ARE
THE CONTRACTOR IS REQUIRED TO OBTAIN THE REQUIRED ELECTRICAL SERVICE4.
THE FOUNDATION IS A 1 FOOT OFFSET FROM BACK OF CONCRETE SIDEWALK.
LUMINAIRES 1 THROUGH 7 SHALL BE INSTALLED SO THAT THE CENTER OF3.
AND DELMARVA POWER REQUIREMENTS.
SERVICE DISCONNECT SHALL BE INSTALLED IN ACCORDANCE WITH NEC
POWER SOURCE ’A’ - DP&L POLE NO. 48198 43698 (STATION 204+15.50)
ELECTRIC SERVICE TO BE OBTAINED FROM:2.
THE TOP OF THE BASE IS LEVEL.
CONTRACTOR SHALL INSTALL THE PROPOSED POLE BASES SO THAT1.
INS
TR.
20100607
002827
7
&
FR
AN
K
BA
FU
ND
O
KE
VIN
MC
LA
UG
HLIN.
PHILIP
TP# 26-020.3
0-105
401
STREET
N. CLAYTON
401
402
D/
R 2385-24
2
BE
VE
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VE
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TP# 26-020.3
0-106
403
404
405
406
302
303
304
305
306
307
308
309
310
311
312
313
407
314
D/R 1239-115
PENN PARTNERS L P
TP# 26-020.10-208
EXIS
TIN
G
R/
W
EXISTING R/W
EXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
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EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
30’
80’
30’
30’
30’
30’
30’
EXIS
TIN
G
R/
W
EXISTING R/W
R/W
EXISTING
EXISTING R/W
EXISTING R/W
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EASEMENTWATER
5’ EXISTINGW/
R 7
537
7
D/
R
F-66-288
JU
LIA
PA
NA
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NE
TP# 26-020.3
0-108
D/
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CA
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TP# 26-020.3
0-109
D/R 2780-314
1600 WINNER ASSOCIATES L.L.C.
TP# 26-020.30-097
W/
R 08
0016
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R
G-54-358
TH
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A
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VA
VA
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TP# 26-020.3
0-224
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P.V. MARTIN G P ET/AL
TP# 26-020.30-214
INS
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20060919 0089681
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TP# 26-020.3
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2012
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20101001 0052337
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TP# 26-020.3
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0028
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HLIN. P
HILIP
TP# 26-020.3
0-105
DEED UNAVAILABLE
WESTMINSTER PRESBYTERIAN CHURCH
TP# 26-020.40-001
TYPICAL SECTIONS
10:2
8:4
4
AM
G:\
PR
OJE
CT
S\
155002.0
0 (DelD
OT
Ag
mt.
17
30
TA
P)\
15
5002.0
1 (Task 1,
Ele
venth St Fin
al Desig
n)\
CA
DD
FIL
ES\li_
02.d
gn
7/11/2017
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.
29
STREETSCAPE IMPROVEMENTS11TH STREET
CONTRACT
T201320003
COUNTYDESIGNED BY:
CHECKED BY:
XBRIDGE NO.ADDENDUMS / REVISIONS
NEW CASTLE
AMW
JMH
+
WV
WV
+
WV
WV
+
WV
WV
WV
WV
WVWV
WV
WV
WV WV
WVWV
WV
WV
WV
CO
NC. S
IDE
WA
LK
CO
NC. S
IDE
WA
LK
CO
NC.
CO
NC.
CONC. SIDEWALK
CONC. SIDEWALK
HOTMIX
CONC. SIDEWALK
CONC. SIDEWALK
CO
NC. S
IDE
WA
LK
MAILBOX
SIGNAL POLE
SIGNAL POLE
SIGNAL CABINET UTILITY BOX
HOTMIX
HO
TMIX
HOTMIX
HO
TMIX
N. CLAYTON STREET
N. CLAYTON STREET
BRIC
K
CW-
W
CW-
W
CW-
W
CW-
WC
W-
W
CW-
W
CW-
W
CW-
W
WALLFENCE
TP-2
WALL
POST
D.I.
D.I.
D.I.
CONC. SIDEWALK
CONC. SIDEWALK
KIA PARKING LOT
BUILDING
4 STORY
ST
EP
S
GATEST
EP
S
TOWNHOUSESBRICK
SCAPING
LAND- GRASS
ST
EP
S
ST
EP
S
ST
EP
S
ST
EP
S
ST
EP
S
GR
AS
SWALLWALL
SCAPING
LAND-
APARTMENTS
BRICK
ST
EP
S
ST
EP
S
ST
EP
S
ST
EP
S
STEPS
ST
EP
S
CO
NC.
WO
OD
FE
NC
E
BRIC
K
BUIL
DIN
G
2
ST
OR
Y
BRICK BUILDING
1 STORY
D.I.
TP-3
4367
34
817
8
43688
48187
43986
48192
43699
48192
43698
48198
3702
8202
4371148197
4371248200
D.I.
TP-1
FENCE
CHAINLINK
PE
NN
SY
LV
ANIA
AV
EN
UE (S
R 52)
PE
NN
SY
LV
ANIA
AV
EN
UE (S
R 52)
PC
C
CU
RB
STONE CURB
CURBSTONE
STONE CURB
ST
ON
E
CU
RB
STONE CURB PCC CURB
PCC CURBPCC CURBSTONE CURBSTONE CURB
LOTPARKINGHOT-MIX
VER-C
VER-C
VE
R-
C
VER-CVER-C VER-C
10"TC
10"TC10"TC
10"TC 10"TC 12"TC
12"
TC
12"
TC
15"
TC
15"T
C
10"T
C
10"T
C
CW-
W-8"
CW-W-10"
DP-G-4PYDP-G-2PYDP-G-2PYDP-G-2PYDP-G-2PYDP-G-2PY
CW-W-10"
CW-W-8"CW-W-8"
CW-
W-8"
CW-
W-8"
CW-
W-8"
CW-
W-8"
CW-W-10"
JVER-
C
BRIC
K
POLE
SIGNAL
STREET
N. CLAYTON
105
+00
106
+00
201+00 202+00 203+00 204+00 205+00 206+00Unofficial Website Copy
TYPICAL SECTIONS
10:3
1:0
6
AM
G:\
PR
OJE
CT
S\
155002.0
0 (DelD
OT
Ag
mt.
17
30
TA
P)\
155002.0
1 (Task 1,
Ele
venth St Fin
al Desig
n)\
CA
DD
FIL
ES\
dt_lightin
gDetails01.d
gn
7/11/2017
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.
29
STREETSCAPE IMPROVEMENTS11TH STREET
CONTRACT
T201320003
COUNTYDESIGNED BY:
CHECKED BY:
XBRIDGE NO.ADDENDUMS / REVISIONS
NEW CASTLE
AMW
JMH
19
(3/4" DIA. x 10’)GROUND ROD
TYPICAL LUMINAIRE CONNECTION
W
W
HAND HOLE
12’-0"
3’-6"CAST ALUMINUM FINIAL
3’-6"
1’-8"
SET SCREWS
(24" DIA)FOUNDATION BELOW
17" DIA BASE COVER
12" DIA BOLT CIRCLE
6"
NOTES:
UTILITY POLEGROUND ROD NEXT TO
(POWER BRANCH CIRCUIT) WEATHERPROOF CONDULET DETAIL
LUMINAIRE DETAILS
POLE BASE PLAN
ANCHOR BOLT DETAIL
POLEDECORATIVE
LIGHTING STANDARD
LIGHTING DETAILS
1#6AWG BARE COPPER GROUND WIRE
TOP COVER REFLECTOR
BLACK ACRYLIC
PRISMATIC REFLECTOR
BLACK ACRYLIC
AND MEDALLIONS
WHITE RIBS, BANDS
REFRACTOR
ACRYLIC PRISMATIC
OPTIC SET SCREWS
LUMINAIRE HOUSING
1#6AWG BARE COPPER GROUND WIRE
2#6AWG THWN &
GROUND WIRE TO CONDULET
BOND #6AWG BARE COPPER
BRANCH CIRCUIT
TYPICAL LIGHTING
CONDULET
2.5 IN WEATHERPROOF
BARE COPPER GROUND WIRE
2#6AWG THWN & 1#6AWG
1#6AWG GROUND, GREEN
ONE BLACK, ONE WHITE &
2#6AWG THWN
ACCESS DOOR
LIGHT STANDARD
CABLE CONNECTOR
GROUNDING SCREW
UNLESS OTHERWISE NOTED
1#6AWG GREEN GRD WIRE
CAST ALUMINUM BASE
24"
MATERIALS SHALL BE INCIDENTAL TO LIGHT STANDARD.ALL COSTS FOR POWER CONNECTION AND ASSOCIATED2.
ON DELDOT STANDARD POLE BASE, TYPE 6.ALL LIGHTING STANDARDS SHALL BE INSTALLED1.
NOTE:
SERVICE POINT
EXTENDED FROM DELMARVA POWER
2" SCHEDULE 80 PVC CONDUIT
TO LIGHTING FIXTURE
PVC CONDUIT
2" SCHEDULE 80
NOT TO SCALE
3/4" DIA. ANCHOR BOLT (TYP.)
8" GALVANIZED
4"
WHITE,AND GREEN
TO LUMINAIRE BLACK,
3 #10 AWG THWN
(30 AMP)
CONNECTOR KIT
INLINE FUSE
120/240 VOLTSAC POWER SOURCE
1
2
B1
A A B B
B2
A1 A2
JW 1
NEXT TO UTILITY POLE - JUNCTION WELL
WITH FUSE CONNECTOR KITS - WEATHERPROOF CONDUIT
L2 - LINE 2L1 - LINE 1N-NEUTRALNOTES:
1
2
ELECTRICAL SCHEMATICSIDEWALK LIGHTING
N L1 L2
FUSED AT 5 AMPS
INLINE CONNECTOR
LIGHT STANDARD
PROPOSED
1’
PCC SIDEWALK
PROPOSED
80 PVC CONDUIT
ITEM 745604 - 2" SCHEDULE
LIGHTING STANDARD PLACEMENT (TYPICAL)
FOR PHOTOCELL
TWISTLOCK RECEPTACLE
ELECTRICAL NODULE WITH
5’
CENTER) WITH CUT OFF FIXTURE.
100W HPS, 240V, 12 FT. MOUNTING HEIGHT (14 FT. LAMP
LUMINAIRE MATRIX SHALL CONSIST OF TYPE V OPTICS,9.
GREEN GROUND WIRE TO TERMINATE AT EACH POLE.
IN THE PLANS OR BY THE ENGINEER. PROVIDE #6 AWG
USE #6 AWG WIRE FOR ALL CIRCUITS UNLESS INDICATED8.
FUNCTIONING OF THE SYSTEM.
THE EXISITING LIGHTING SYSTEM TO INSURE PROPER
THE PROJECT LIMITS SHALL PERFORM AN INSPECTION OF
PRIOR TO CLOSING ANY LANES, THE CONTRACTOR WITHIN7.
AND THE GENERAL PUBLIC.
IN A MANNER THAT ENSURES THE SAFETY OF WORKERS
INCLUDING WIRES AND CONNECTIONS TO BE PROTECTED
DURING CONSTRUCTION, ALL ELECTRICAL SYSTEMS,6.
PROVIDE INDIVIDUAL FUSING FOR ALL LUMINAIRES.5.
DISCONNECTABLE, CONNECTOR KITS FOR ALL SPLICES.
PROVIDE WATERTIGHT, SUBMERSIBLE, PREMOLDED,4.
ACCORDANCE WITH DELMARVA POWER’S REQUIREMENTS.
PROVIDE SERVICE DISCONNECT AND CONDUIT RISER IN3.
DELDOT SPECIFICATIONS.
THE STANDARD SPECIFICATIONS FOR THIS PROJECT ARE2.
ARE TO CONFORM TO THE DELDOT STANDARDS.
CONSTRUCTION DETAILS NOT SHOWN ON THE DRAWINGS1.
Unofficial Website Copy
N
20
LANDSCAPING PLAN
1. ALL PLANTING SHALL BE DONE IN ACCORDANCE WITH DELDOT STANDARD SPECIFICATIONS SECTION 737.
2. ALL PLANTING BEDS SHALL BE MULCHED WITH CHOPPED PINE BARK AS SHOWN ON THE PERENNIAL/GROUNDCOVER
PLANTING DETAIL. ALL COSTS ARE INCIDENTAL TO THE PLANTING ITEM.
OCTOBER 1. WATERING, ONCE INITIATED, SHALL CONTINUE WITHOUT INTERRUPTION UNTIL ALL PLANTS ON THE PROJECT
HAVE BEEN WATERED. PAYMENT SHALL BE PER 1,000 GALLONS OF WATER APPLIED. WATER APPLIED SHALL BE 10 GALLONS
PER 100 SQUARE FEET OF PLANTING BED. WATER USED FOR THIS ITEM SHALL MEET THE REQUIREMENTS OF SECTION 803
3. CONTRACTOR SHALL BE REQUIRED TO KEEP ALL PLANT MATERIAL SUFFICIENTLY WATERED FROM JUNE 15 THROUGH
NOTES:
ROADSIDE SHRUB PLANTING DETAIL
DND DND DND DND
OFF FOLLOWING INSTALLATION
BRANCHES SHALL BE PRUNED
ALL DEAD, BROKEN, & CROSSING
OF SHRUB.
AND USED AS BACKFILL DURING INSTALLATION
PIT, MIXED WITH APPROVED AMENDMENTS
ALL SOIL SHALL BE EXCAVATED FROM THE
MULCH AGAINST THE SHRUB STEMS.
SPECIFICATIONS. DO NOT PLACE
MULCH IN ACCORDANCE WITH
TAMPED OR UNEXCAVATED SOIL.
ROOT BALL SHALL BE PLACED ON
DEBRIS IN THE PIT.
LEAVE BURLAP, BASKET, OR ROPE
TO 1/2 OF THE ROOTBALL. DO NOT
REMOVE BURLAP & WIRE BASKETS
SCALE
FEET
0 20 40 60
TOP OF THE ROOTBALL WITH SOIL.
TO DRAIN. DO NOT COVER THE
ABOVE GRADE IF SOILS ARE SLOW
TO GRADE OR 1" (25) TO 2" (50)
ROOTBALL SHALL BE SET FLUSH
CONTINUOUS BED.
ALL SHRUB MASSES SHALL BE MULCHED AS ONE5)
AND TO ELIMINATE GLAZING.
AUGERED HOLES SHALL BE HAND DUG TO FINAL WIDTH4)
PRUNE SHRUBS AT PLANTING.
UNDER THE DIRECTION THEREOF. DO NOT HEAVILY
ARBORIST, CERTIFIED NURSERY PROFESSIONAL, OR
ALL PRUNING SHALL BE DONE BY AN I.S.A. CERTIFIED3)
NO LESS THAN 3 PLANTS.
SHRUBS SHALL BE INSTALLED IN MASSES OF2)
THREE TIMES THE ROOT BALL SIZE.
OF TWICE THE ROOT BALL SIZE AND A MAXIMUM OF
BASE OF PLANTING PIT SHALL BE A MINIMUM WIDTH1)
RM
CSTUMP
RM
CSTUMP
WATER USED FOR THIS ITEM SHALL MEET THE REQUIREMENTS OF SECTION 1021.
INITIATED WITHOUT INTERUPTION UNTIL ALL PLANTS ON THE PROJECT HAVE BEEN WATERED.
DURING THE PERIOD FROM JUNE 15 THROUGH OCTOBER 1. CONTINUE WATERING, ONCE
WATER ALL MAJOR AND MINOR TREES, SCRUBS AND ALL HERBACEOUS BEDS BI-WEEKLY8.
NURSERYMEN ASSOCIATION STANDARDS.
ALL PLANT MATERIAL SHALL BE NURSERY GROWN AND SHALL CONFORM TO AMERICAN7.
WORKING DAYS PRIOR TO PLANTING AND CONSTRUCTION.
THE CONTRACTOR SHALL NOTIFY MISS UTILITY (800-257-7777) A MINIMUM OF THREE6.
ACCORDANCE WITH PLANTING AND CONSTRUCTION.
DESIGNATED TO RECEIVE PLANTINGS AND MULCH SHALL BE FINE GRADED AND SEEDED IN
ALL AREAS WITHIN CONTRACT LIMITS DISTURBED DURING OR PRIOR TO CONSTRUCTION NOT5.
THE PLANT LIST, THE QUANTITIES ON THE PLAN SHALL TAKE PRECEDENCE.
DISCREPANCIES EXIST BETWEEN QUANTITIES SHOWN ON THE PLAN AND THOSE SHOWN ON
PLANT QUANTITIES ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. IF4.
EXCEPT WHERE NOTED ON PLANS.
ALL SHRUB BEDS SHALL BE MULCHED WITH HARDWOOD MULCH AS DETAILED AND SPECIFIED3.
PLANTING BEDS.
ALL SHRUBS AND GROUNDCOVER AREAS SHALL BE PLANTED IN CONTINUOUS PREPARED2.
CITY OF WILMINGTON REPRESENTATIVE AND DELDOT’S ROADSIDE ENVIRONMENTAL ADMINISTRATOR.
PLANT MATERIAL SUBSTITUTIONS WILL NOT BE ACCEPTED WITHOUT APPROVAL OF THE1.
PLANTING NOTES:
TYPICAL SECTIONS
10:3
3:1
7
AM
G:\
PR
OJE
CT
S\
155002.0
0 (DelD
OT
Ag
mt.
17
30
TA
P)\
15
5002.0
1 (Task 1,
Ele
venth St Fin
al Desig
n)\
CA
DD
FIL
ES\
LS_
01.d
gn
7/11/2017
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.
29
STREETSCAPE IMPROVEMENTS11TH STREET
CONTRACT
T201320003
COUNTYDESIGNED BY:
CHECKED BY:
XBRIDGE NO.ADDENDUMS / REVISIONS
NEW CASTLE
AMW
JMH
202
201
203 204
EASEMENT
DRIVEWAY
COMMON
EXISTING
25’
101
102
103 104
105
106
D/R P-118-153
PENN PARTNERS L P
TP# 26-020.30-102
D/R P-118-153
PENN PARTNERS L P
TP# 26-020.30-103
D/R P-118-153
PENN PARTNERS L P
TP# 26-020.30-104
D/
R
L-126-188
RIC
HA
RD
ST
AU
SE
BA
CH
TP
# 26-020.3
0-113
107108
401
D/R 2385-242
BEVERLY R. BOVELL
TP# 26-020.30-106
301
EXISTING R/W
EXISTING R/W EXISTING R/W
EXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
24.5
’24.5
’
24.5
’2
4.5
’
30’ 30’
30’ 30’
EXISTING R/W
EXISTING R/W
60’
60’
EXIS
TIN
G
R/
W
TCE-1TCE-2
30’ 30’
B35-140
HOUSING AUTHORITY"
"DELAWARE STATE
STATE OF DELAWARE
TP# 26-020.30-078
D/R 1866-81
SUNBIRD LIMITED PARTNERSHIP
TP# 26-020.30-075
D/R N-98-312
LORRAINE A. CASALE, H/W
FURIO R. &
TP# 26-020.30-111
INSTR. 20150427 0019182
BRITTANY K. MCDUEL
TP# 26-020.30-225
INSTR. 20120917 0052703
JASON SULECKI
TP# 26-020.30-226
INSTR. 20100607 0028277
& FRANK BAFUNDO
KEVIN MCLAUGHLIN. PHILIP
TP# 26-020.30-105
INSTR. 20080813 0055666
MELODYE H. GABBARD, H/W
CHARLES K. &
TP# 26-020.30-163
INSTR. 20080813 0055666
MELODYE H. GABBARD, H/W
CHARLES K. &
TP# 26-020.30-110
INS
TR.
200304
21 004
8081
VE
LL
A
GA
LL
AG
HE
R,
H/
W
DA
MIE
N
&
MIC
HE
LE
TP# 26-020.3
0-112
INSTR. 20141205 0054940
CHRISTOPHER K. KONTIS
TP# 26-020.30-114
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
WE
XIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTING R/W
EXISTING R/W
INSTR. 20160531 0025605
MICHAEL GREGORY VELLA, H/W
LAUREN CUTAJAR-WYNNE VELLA &
TP# 26-020.30-232
HOTMIX
SIDEWALK
CONC.
CONC. SIDEWALK
WV
+
WV
WV
WV
WV
WV
WV
+
WV
+
WV
WV
+
WV
+
WV
+
CONC. SIDEWALK
CONC. SIDEWALKCONC. SIDEWALK
CONC. SIDEWALK
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ID QTY BOTANICAL NAME COMMON NAME SIZE COMMENTS
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STREETSCAPE IMPROVEMENTS11TH STREET
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STREETSCAPE IMPROVEMENTS11TH STREET
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COUNTYDESIGNED BY:
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TP# 26-020.40-001
TYPICAL SECTIONS
10:5
0:0
8
AM
G:\
PR
OJE
CT
S\
155002.0
0 (DelD
OT
Ag
mt.
17
30
TA
P)\
15
5002.0
1 (Task 1,
Ele
venth St Fin
al Desig
n)\
CA
DD
FIL
ES\ss_
02.d
gn
7/11/2017
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.
29
STREETSCAPE IMPROVEMENTS11TH STREET
CONTRACT
T201320003
COUNTYDESIGNED BY:
CHECKED BY:
XBRIDGE NO.ADDENDUMS / REVISIONS
NEW CASTLE
AMW
JMH
+
WV
WV
+
WV
WV
+
WV
WV
WV
WVWV
WVWV WV
WVWV
CONC. SIDEWALK
CONC. SIDEWALK
HOTMIX
CONC. SIDEWALK
CONC. SIDEWALK
CO
NC. S
IDE
WA
LK
MAILBOX
SIGNAL POLE
SIGNAL POLE
SIGNAL CABINET UTILITY BOX
HOTMIX
HO
TMIX
HOTMIX
HO
TMIX
N. CLAYTON STREET
N. CLAYTON STREET
CW-
W
CW-
W
CW-
WC
W-
W
CW-
W
CW-
W
CW-
W
WALLFENCE
TP-2
WALL
POST
D.I.
D.I.
D.I.
CONC. SIDEWALK
CONC. SIDEWALK
KIA PARKING LOT
BUILDING
4 STORY
ST
EP
S
GATEST
EP
S
TOWNHOUSESBRICK
SCAPING
LAND- GRASS
ST
EP
S
ST
EP
S
ST
EP
S
ST
EP
S
GR
AS
SWALLWALL
SCAPING
LAND-
ST
EP
S
ST
EP
S
ST
EP
S
ST
EP
S
STEPS
BRIC
K
BUIL
DIN
G
2
ST
OR
Y
BRICK BUILDING
1 STORY
TP-3
43688
48187
43986
48192
43699
48192
43698
48198
3702
8202
4371148197
4371248200
D.I.
TP-1
FENCE
CHAINLINK
PE
NN
SY
LV
ANIA
AV
EN
UE (S
R 52)
PE
NN
SY
LV
ANIA
AV
EN
UE (S
R 52)
STONE CURB STONE CURB PCC CURB
PCC CURBPCC CURBSTONE CURBSTONE CURB
LOTPARKINGHOT-MIX
VER-C
VER-C
VE
R-
C
VER-CVER-C VER-C
10"TC10"TC
10"TC 10"TC 12"TC
12"
TC
12"
TC
15"T
C
10"T
C
10"T
C
CW-
W-8"
CW-W-10"
DP-G-4PYDP-G-2PYDP-G-2PYDP-G-2PYDP-G-2PY
CW-W-10"
CW-W-8"CW-W-8"
CW-W-10"
JVER-
C
POLE
SIGNAL
STREET
N. CLAYTON
202+00 203+00 204+00 205+00 206+00
NO
CLEANINGSTREET
PARKINGWED 8-10AM
NOV. THRU MAR.EX HOLIDAYS &
DO
BLOCKNOT
DRIVEWAY
NO
CLEANINGSTREET
PARKINGMON 8AM-10AM
NOV. THRU MAR.EX HOLIDAYS &
8AM TO 4PM EXCEPT SAT & SUN
NO
CLEANINGSTREET
PARKINGMON 8AM-10AM
NOV. THRU MAR.EX HOLIDAYS &
NO
CLEANINGSTREET
PARKINGWED 8-10AM
NOV. THRU MAR.EX HOLIDAYS &
W. 12TH ST
PENNSYLVANIA AVE
2
PARKIN
GH
OU
R
8A
M-6
PMEX
CEPT S
UN.
SIG
NS
BETW
EEN
2
PARKINGHOUR
8AM-6PMEXCEPT SUN.
SIGNSBETWEEN
2
PARKIN
GH
OU
R
8A
M-6
PM
2
PARKINGHOUR
8AM-6PMEXCEPT SUN.
SIGNSBETWEEN
2
PARKINGHOUR
8AM-6PMEXCEPT SUN.
DART
DELAWARE TRANSIT CORPORATION
1-800-652-DART
7
STOPPINGNO
SIGNSBETWEEN
STOPBUS
2
PARKINGHOUR
8AM-6PMEXCEPT SUN.
N. CLAYTON ST
STOP
2
PARKINGHOUR
8AM-6PMEXCEPT SUN.
ONE
WAY
N. CLAYTON ST
DART
DELAWARE TRANSIT CORPORATION
1-800-652-DART
6 20
ONE
WAY
ONE
WAY
ONE
WAY
DART
DELAWARE TRANSIT CORPORATION
1-800-652-DART
6 20
NO
CLEANINGSTREET
PARKINGWED 8-10AM
NOV. THRU MAR.EX HOLIDAYS &
DO NOT
BLOCK
DRIVEWAY
NO
CLEANINGSTREET
PARKINGWED 8-10AM
NOV. THRU MAR.EX HOLIDAYS &
MUST
LEFT LANE
TURN LEFT
N
23
PAVEMENT MARKINGS LEGEND
ITEMSYMBOL QUANTITY
PAVEMENT STRIPING (ITEM 748015)
24" SOLID WHITE ALKYD THERMOPLASTIC
PAVEMENT STRIPING (ITEM 748015)
16" SOLID WHITE ALKYD THERMOPLASTIC
30
32
35
44
26B
31A
31B
31C
31D
33C
36A
36B
37B
37A
37C
37D
40A
40B
40C
40D
40E
41B 42A
41C
41D
A
A
A
A
B
B
33B
33A
42B
41A
31E
33D
43A 43B
A
B
PLANS
SIGNING AND STRIPING
26A25A
25B
27
28
29
34
38A
38B
39A
39B
SCALE
FEET
0 20 40 60
660 SF
36C
45
BUILDING
4 STORY
136 SF
4’
CROSSWALK
10’ WIDE
CROSSWALK
10’ WIDE
BCROSSWALK
10’ WIDE
CROSSWALK
6’ WIDE
STOP BAR
REMOVE EXISTING
MA
TC
HLIN
E 201+
50
W 12th St
N Clayton St
Pennsylvania Ave
N Clayton St
ONE
WAY
DART
DELAWARE TRANSIT CORPORATION
1-800-652-DART
620
ONE
WAY
ONE
WAY
STOP
2
PARKINGHOUR
8AM-6PMEXCEPT SUN.
2
PARKINGHOUR
8AM-6PMEXCEPT SUN.
N Clayton St
Pennsylvania Ave
W 12th St
N Clayton St
DART
DELAWARE TRANSIT CORPORATION
1-800-652-DART
6 20
2
PARKINGHOUR
8AM-6PMEXCEPT SUN.
2
PARKINGHOUR
8AM-6PMEXCEPT SUN.
Unofficial Website Copy
24
131.00SUBTOTALS 21 29
SIGN SCHEDULE
22 1B STOP 1 REMOVE 1
22 1C NO PARKING HERE TO CORNER 1 REMAIN
22 2A STOP 2 REMOVE 1
22 2B NO STOPPING BUS STOP 2 REMOVE 1
22 2C BUS STOP 2 REMOVE 1
22 2D 8AM TO 4PM EXCEPT SAT AND SUN 2 REMOVE 1
22 3A R6-1L ONE WAY - LEFT 3 36 12 3.00 NEW 1
22 3B R1-1 STOP 3 36 36 9.00 ADD’L 1
22 3C R7-7 NO PARKING BUS STOP 3 12 18 1.50 ADD’L 1
22 3D D4-3-DE BUS STOP 3 12 18 1.50 ADD’L 1
22 3E R8-3hP 8AM TO 4PM EXCEPT SAT AND SUN 3 24 18 3.00 ADD’L 1
22 4 R6-1R ONE WAY - RIGHT 4 36 12 3.00 NEW 1
22 5A D3-1 STREET BLADE - N DUPONT HWY 5 54 12 4.50 NEW 1 N DuPont Hwy
22 5B D3-1 STREET BLADE - N DUPONT HWY 5 54 12 4.50 ADD’L 1 N DuPont Hwy
22 5C D3-1 STREET BLADE - W 11TH ST 5 36 12 3.00 ADD’L 1 W 11th St
22 5D D3-1 STREET BLADE - W 11TH ST 5 36 12 3.00 ADD’L 1 W 11th St
22 5E STREET BLADE - N DUPONT HWY 5 REMOVE 1
22 5F STREET BLADE - W 11TH ST 5 REMOVE 1
22 5G STOP 5 REMOVE 1
22 6 ONE WAY - RIGHT 6 REMOVE 1
22 7 R7-1 NO PARKING HERE TO CORNER 7 12 18 1.50 NEW 1
22 8 NO PARKING HERE TO CORNER 8 REMOVE 1
22 9 R5-7 2 HOUR PARKING EXCEPT SUNDAYS 9 30 24 5.00 NEW 1
22 10 2 HOUR PARKING BETWEEN SIGNS EXCEPT SUNDAYS 10 REMOVE 1
22 11 R5-7 2 HOUR PARKING EXCEPT SUNDAYS 11 30 24 5.00 NEW 1
22 12 2 HOUR PARKING BETWEEN SIGNS EXCEPT SUNDAYS 12 REMOVE 1
22 13A D3-1 STREET BLADE - N CLAYTON ST 13 54 12 4.50 NEW 1 N Clayton St
22 13B D3-1 STREET BLADE - N CLAYTON ST 13 54 12 4.50 ADD’L 1 N Clayton St
22 13C D3-1 STREET BLADE - W 11TH ST 13 36 12 3.00 ADD’L 1 W 11th St
22 13D D3-1 STREET BLADE - W 11TH ST 13 36 12 3.00 ADD’L 1 W 11th St
22 13E STREET BLADE - N CLAYTON ST 13 REMOVE 1
22 13F STREET BLADE - W 11TH ST 13 REMOVE 1
22 13G ONE WAY - RIGHT 13 REMAIN
22 14 2 HOUR PARKING EXCEPT SUNDAYS 14 REMOVE 1
22 15 R5-7 2 HOUR PARKING EXCEPT SUNDAYS 15 30 24 5.00 NEW 1
22 16A STOP 16 REMOVE 1
22 16B ONE WAY - LEFT 16 REMOVE 1
22 17A R6-1L ONE WAY - LEFT 17 36 12 3.00 NEW 1
22 17B R6-1R ONE WAY - RIGHT 17 36 12 3.00 ADD’L 1
22 17C R1-1 STOP 17 36 36 9.00 ADD’L 1
22 18 R7-1 NO PARKING HERE TO CORNER 18 12 18 1.50 NEW 1
22 19 NO PARKING HERE TO CORNER 19 REMOVE 1
22 20 R5-7 2 HOUR PARKING EXCEPT SUNDAYS 20 30 24 5.00 NEW 1
22 21 2 HOUR PARKING EXCEPT SUNDAYS 21 REMOVE 1
22 22 2 HOUR PARKING EXCEPT SUNDAYS 22 REMAIN
22 23A R6-1L ONE WAY - LEFT 23 36 12 3.00 NEW 1
22 23B STOP 23 REMOVE 1
22 24A R6-1R ONE WAY - RIGHT 24 36 12 3.00 NEW 1
22 24B STOP 24 REMOVE 1
22 24D NO PARKING STREET CLEANING 24 REMAIN
22 24E 2 HOUR PARKING EXCEPT SUNDAYS 24 REMAIN
22 1A R1-1 STOP 1 36 36 9.00 NEW 1
22 5H R1-1 STOP 5 36 36 9.00 NEW 1
22 23C R1-1 STOP 23 36 36 9.00 NEW 1
22 24C R1-1 STOP 24 36 36 9.00 NEW 1
TYPICAL SECTIONS
10:5
1:2
5
AM
G:\
PR
OJE
CT
S\
155002.0
0 (DelD
OT
Ag
mt.
17
30
TA
P)\
15
5002.0
1 (Task 1,
Ele
venth St Fin
al Desig
n)\
CA
DD
FIL
ES\ss_
03.d
gn
7/11/2017
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.
29
STREETSCAPE IMPROVEMENTS11TH STREET
CONTRACT
T201320003
COUNTYDESIGNED BY:
CHECKED BY:
XBRIDGE NO.ADDENDUMS / REVISIONS
NEW CASTLE
AMW
JMH
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 749687
MULTI POST (SF)
ITEM 749690
0-6" (EACH)
4" HOLE,
ITEM 749688
>6" (EACH)
4" HOLE,
ITEM 749689
REMOVE INSTALL REMOVE INSTALL
Unofficial Website Copy
25
219.00TOTALS 38 50
88.00SUBTOTALS 17 21
SIGN SCHEDULE
23 25A R5-7 2 HOUR PARKING EXCEPT SUNDAYS 25 30 24 5.00 NEW 1
23 25B NO PARKING STREET CLEANING 25 ADD’L 1
23 26A 2 HOUR PARKING BETWEEN SIGNS EXCEPT SUNDAYS 26 REMOVE 1
23 26B NO PARKING STREET CLEANING 26 REMOVE 1
23 27 R5-7 2 HOUR PARKING EXCEPT SUNDAYS 27 30 24 5.00 NEW 1
23 28 2 HOUR PARKING BETWEEN SIGNS EXCEPT SUNDAYS 28 REMOVE 1
23 29 R10-7-DE DO NOT BLOCK DRIVEWAY 29 24 30 5.00 NEW 1
23 30 DO NOT BLOCK DRIVEWAY 30 REMOVE 1
23 31A D3-1 STREET BLADE - W 12TH ST 31 42 12 3.50 NEW 1 W 12th St
23 31B D3-1 STREET BLADE - W 12TH ST 31 42 12 3.50 ADD’L 1 W 12th St
23 31C D3-1 STREET BLADE - N CLAYTON ST 31 54 12 4.50 ADD’L 1 N Clayton St
23 31D D3-1 STREET BLADE - N CLAYTON ST 31 54 12 4.50 ADD’L 1 N Clayton St
23 31E R1-1 STOP 31 36 36 9.00 ADD’L 1
23 32 STOP 32 REMOVE 1
23 33A STREET BLADE - W 12TH ST 33 REMOVE 1
23 33B STREET BLADE - N CLAYTON ST 33 REMOVE 1
23 33C R6-2R ONE WAY - RIGHT 33 24 30 5.00 NEW 1
23 33D NO PARKING STREET CLEANING 33 REMAIN
23 34 R5-7 2 HOUR PARKING EXCEPT SUNDAYS 34 30 24 5.00 NEW 1
23 35 2 HOUR PARKING EXCEPT SUNDAYS 35 REMOVE 1
23 36A D4-3-DE BUS STOP 36 12 18 1.50 NEW 1
23 36B R6-2L ONE WAY - LEFT 36 24 30 5.00 ADD’L 1
23 36C R6-2R ONE WAY - RIGHT 36 24 30 5.00 ADD’L 1
23 37A ONE WAY - LEFT 37 REMOVE 1
23 37B ONE WAY - RIGHT 37 REMOVE 1
23 37C ONE WAY - RIGHT 37 REMOVE 1
23 37D BUS STOP 37 REMOVE 1
23 38A R5-7 2 HOUR PARKING EXCEPT SUNDAYS 38 30 24 5.00 NEW 1
23 38B NO PARKING STREET CLEANING 38 ADD’L 1
23 39A 2 HOUR PARKING EXCEPT SUNDAYS 39 REMOVE 1
23 39B NO PARKING STREET CLEANING 39 REMOVE 1
23 40A NO PARKING STREET CLEANING 40 REMAIN
23 40B 2 HOUR PARKING EXCEPT SUNDAYS 40 REMAIN
23 40C NO STOPPING BUS STOP 40 REMAIN
23 40D BUS STOP 40 REMAIN
23 40E 8AM TO 4PM EXCEPT SAT AND SUN 40 REMAIN
23 41A D3-1 STREET BLADE - PENNSYLVANIA AVE 41 66 12 5.50 NEW 1 Pennsylvania Ave
23 41B D3-1 STREET BLADE - PENNSYLVANIA AVE 41 66 12 5.50 ADD’L 1 Pennsylvania Ave
23 41C D3-1 STREET BLADE - N CLAYTON ST 41 54 12 4.50 ADD’L 1 N Clayton St
23 41D D3-1 STREET BLADE - N CLAYTON ST 41 54 12 4.50 ADD’L 1 N Clayton St
23 42A STREET BLADE - PENNSYLVANIA AVE 42 REMOVE 1
23 42B STREET BLADE - N CLAYTON ST 42 REMOVE 1
23 43B D4-3-DE BUS STOP 43 12 18 1.50 NEW 1
23 44 ONE WAY - LEFT 44 REMAIN
23 43A BUS STOP 43 REMOVE 1
23 45 LEFT LANE MUST TURN LEFT 45 REMAIN
TYPICAL SECTIONS
10:5
3:0
7
AM
G:\
PR
OJE
CT
S\
15
5002.0
0 (DelD
OT
Ag
mt.
17
30
TA
P)\
15
5002.0
1 (Task 1,
Ele
venth St Fin
al Desig
n)\
CA
DD
FIL
ES\ss_
04.d
gn
7/11/2
017
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.
29
STREETSCAPE IMPROVEMENTS11TH STREET
CONTRACT
T201320003
COUNTYDESIGNED BY:
CHECKED BY:
XBRIDGE NO.ADDENDUMS / REVISIONS
NEW CASTLE
AMW
JMH
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 749687
MULTI POST (SF)
ITEM 749690
0-6" (EACH)
4" HOLE,
ITEM 749688
>6" (EACH)
4" HOLE,
ITEM 749689
REMOVE INSTALL REMOVE INSTALL
Unofficial Website Copy
313
MF-6354
D/R G-104-49
P.V. MARTIN G P ET/AL
TP# 26-020.30-214
204+00 205+00 206+00
SHEET NO.
CHECKED BY:
PERMIT NO.CONTRACT
COUNTY
DATE:APPROVED TRAFFIC ENGINEERDATE:RECOMMENDEDDATE:RECOMMENDEDDATE:RECOMMENDED
DEPARTMENT OF TRANSPORTATIONDELAWARE
DATE:CHIEF TRAFFIC ENGINEER
APPROVED FOR INSTALLATION
12:0
3:5
6
PM
G:\
PR
OJE
CT
S\
15
5002.0
0 (DelD
OT
Ag
mt.
17
30
TA
P)\
15
5002.0
1 (Task 1,
Ele
venth St Fin
al Desig
n)\
CA
DD
FIL
ES\sg_
01.d
gn
7/11/2017
DESIGNED BY:
SCALE
FEET
0
SIGNAL PHASING
SIGNAL HEAD DIAGRAM
P
XX
R/W
P
ADDENDUM / REVISIONS
ABANDON
(TYPE OF CABINET)
EXISTING CABINET IDENTIFIER
(TYPE OF CABINET)
PROPOSED CABINET IDENTIFIER
(# OF CONDUIT RUN)
EXISTING CONDUIT RUN IDENTIFIER
(# OF CONDUIT RUN)
PROPOSED CONDUIT RUN IDENTIFIER
(TYPE OF JUNCTION WELL)
EXISTING JUNCTION WELL IDENTIFIER
(TYPE OF JUNCTION WELL)
PROPOSED JUNCTION WELL IDENTIFIER
(# OF MAST ARM)
EXISTING MAST ARM IDENTIFIER
(# OF MAST ARM)
PROPOSED MAST ARM IDENTIFIER
(# OF OVERHEAD RUN)
EXISTING OVERHEAD RUN IDENTIFIER
(# OF OVERHEAD RUN)
PROPOSED OVERHEAD RUN IDENTIFIER
(TYPE OF POLE BASE)
EXISTING POLE BASE IDENTIFIER
(TYPE OF POLE BASE)
PROPOSED POLE BASE IDENTIFIER
(# OF POLE)
EXISTING POLE IDENTIFIER
(# OF POLE)
PROPOSED POLE IDENTIFIER
REMOVE BY CONTRACTOR
REMOVE BY OTHERS
REMOVE BY TRAFFIC CONTRACTOR
EXISTING SYMBOL PROPOSED SYMBOL
LOOP DETECTOR, TYPE 2
LUMINAIRE
MAST ARM
MICROWAVE DETECTION
OPTICOM RECEIVER
OVERHEAD SIGNING
PEDESTRIAN POLE/BASE
PEDESTRIAN PUSHBUTTON
PEDESTRIAN SIGNAL HEAD
RIGHT-OF-WAY
SERVICE PEDESTAL
SIGNAL CABINET
SIGNAL HEAD
SIGNAL POLE/BASE
SPAN INSULATOR
SPAN WIRE
UTILITY POLE
VIDEO DETECTION
LEGEND
GENERAL SIGNAL NOTES
MA
JW
CO
CA
OH
PB
PL
RM
RM
TC
O
C
X
X
#
X
#
X
XX
XX
X
#
X
#
X
X
MA
JW
CO
CA
OH
PB
PL
RM
AB
10 20 30
29
---
LOOP DETECTOR, TYPE 1
JUNCTION WELL
NEW CASTLE& N. CLAYTON ST.
SR 52 (PENNSYLVANIA AVE.)
SIGNAL PLAN
THE CONTRACTOR SHALL NOTIFY DELDOT IMMEDIATELY BEFORE CONSTRUCTION.IF THE CONTRACTOR PERCEIVES THAT A CONFLICT BETWEEN UTILITIES AND THE TRAFFIC SIGNAL WILL OCCUR,APPROPRIATE UTILITY ENTITY PRIOR TO THE BEGINNING OF CONSTRUCTION FOR THE UTILITY MARKOUTS.BE COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY, AND/OR THE ALL UNDERGROUND AND OVERHEAD UTILITIES SHOWN ON THESE PLANS ARE SCHEMATIC ONLY AND MAY NOT5.
WITH APPROVED COUPLINGS. SET, BOLTED AND COMPRESSION FITTINGS ARE NOT ACCEPTABLE.ALL GALVANIZED CONDUIT (GRC) SHALL BE REAMED AND THREADED. ALL GRC SHALL BE THREADED TOGETHER4.
BRACKETS NOT LESS THAT 7 FEET OR MORE THAN 10 FEET ABOVE SIDEWALK LEVEL.OF THE SIGNAL HOUSING INCLUDING PEDESTRIAN SIGNAL HEADS SHALL BE MOUNTED WITH THE BOTTOM3.
CONDUIT IS TO BE ABANDONED.SECTIONS 201 AND 202 OF THE STANDARD SPECIFICATIONS OR AS DIRECTED BY ENGINEER. EXISTING POLE BASES, CABINET BASE AND CONDUIT JUNCTION WELLS ARE TO BE REMOVED IN ACCORDANCE WITH 2.
OR DELDOT TRAFFIC-DOVER, DELAWARE AS DIRECTED.ALL SIGNAL EQUIPMENT REMOVED FROM THIS PROJECT IS TO BE RETURNED TO CITY OF WILMINGTON1.
TOTAL SHTS.MSK (CEI)
BAM (CEI)
T20132000311TH STREETSTREETSCAPE IMPROVEMENTS
++
+
WV
CO
NC. S
IDE
WA
LK
MAILBOX
SIGNAL POLE
SIGNAL POLE
SIGNAL CABINETUTILITY BOX
HOTMIX
HO
TMIX
HOTMIX
HO
TMIX
N. CLAYTON STREET
POST
D.I.
D.I.
D.I.
CONC. SIDEWALK
CONC. SIDEWALK
BUILDING
4 STORY
43699
48192
43698
48198
3702
8202
4371148197
4371248200
TP-1
PE
NN
SY
LV
ANIA
AV
EN
UE (S
R 52)
STONE CURB PCC CURB
PCC CURB
VER-C
VER-C
VE
R-
C
VER-CVER-C
10"TC10"TC
12"TC
12"
TC
12"
TC
15"T
C
10"T
C
10"T
C
CW-
W-8"
DP-G-4PYDP-G-2PY
CW-W-10"
JXX
XX
XX
XXXX
XX
VE
R-
C
POLE
SIGNAL
STREET
N. CLAYTON
N
EXIS
TIN
G
R/
W
PE
NN
SY
LV
ANIA
AV
EN
UE (S
R 52)
314
TP# 26-020.40-001
WESTMINSTER PRESBYTERIAN CHURCH
POLE SCHEDULE
POLE # POLE TYPE HEIGHT MATERIAL
407
D/R 1239-115
TP# 26-020.10-208
PENN PARTNERS L PKIA PARKING LOT
2 5
3
PE
D 2
PE
D 6
PED 3
2 3
65
ADDITIONAL SIGNAL NOTES
X-DENOTES EXISTING
LEGEND
EXIS
TIN
G
R/
W
EXISTING R/W
EXISTING R/W
6
1,2,3,4,5,6
NEMA PHASING
PHASING NOTES
2. PHASES ASSOCIATED BY A DASHED LINE WILL OPERATE CONCURRENTLY.
1. PHASES ASSOCIATED BY A SOLID LINE WILL NOT OPERATE CONCURRENTLY.
1
PE
NN
SY
LV
ANIA
AV
EN
UE (S
R 52)
N. CLAYTON STREET
26
34
5
6
P
CA
STRAIN 28’ STEELX4
STRAIN 28’ STEELX3
STRAIN 28’ STEELX2
STRAIN 28’ STEELX1
A- AERIAL0- OPEN CUTT- TRENCHB- BORE
X- DENOTES EXISTING
LEGEND
CONDUIT RUN SCHEDULE# OF
CONDUITSSIZE AMOUNT AND TYPE OF CABLE/ WIRECO# B/ T/ O/ ALENGTHTYPE
X1 2.5" GALV 12’ - EXISTING SIGNAL CABLES NEW (2)5/#141
XOH2 - SPAN 80’ A EXISTING SIGNAL CABLES NEW (1)5/#14-
XOH3 - SPAN 70’ A EXISTING SIGNAL CABLES NEW (1)5/#14-
XOH4 - SPAN 85’ A EXISTING SIGNAL CABLES NEW (1)5/#14-
RM
C 1
JW
1
JW RM
C
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTING R/W
EXISTING R/W
PROPOSED LIGHT POLE
12
5
6
OH
4
PL
3
PL
2
OH
2
PL
1
CO
1
OH
3
PL
4
876
76
7
7
6
7
8
CROSSWALK6’ WIDE
CROSSWALK10’ WIDE
CROSSWALK10’ WIDE
CROSSWALK10’ WIDE
STOP BARREMOVE EXISTING
ALLOW SIGNAL CABLE CONNECTION DOWN STRAIN POLE TO PROPOSED COUNTDOWN PEDESTRIAN SIGNAL HEAD.DELDOT TRAFFIC CONTRACTOR SHALL INSTALL A PROPOSED WEATHERHEAD ON EXISTING STRAIN POLE (PL#3) TO
ALL PEDESTRIAN SIGNAL HEADS SHALL BE SET TO PRE-TIMED CONTROL.
PROPOSED PEDESTRIAN SIGNAL HEADS SHALL BE COUNTDOWN TYPE.
Unofficial Website Copy
Unofficial Website Copy
N
28SCALE
FEET
0 20 40 60
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DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.
29
STREETSCAPE IMPROVEMENTS11TH STREET
CONTRACT
T201320003
COUNTYDESIGNED BY:
CHECKED BY:
XBRIDGE NO.ADDENDUMS / REVISIONS
NEW CASTLE
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JMH
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50 Unofficial
Website Copy
29
TP#26-020.30-097 (406) 1600 WINNER ASSOCIATES LLC D.R. 2780 314 0.400
6000 600 204+19.57 -30.00 638918.6043 614858.2515 N 62°02’31.68" W 5.00
6001 600 204+19.59 -35.00 638920.9485 614853.8350 N 27°45’40.03" E 6.00
6002 600 204+25.59 -35.00 638926.2603 614856.6311 S 62°02’31.68" E 5.00
6003 600 204+25.57 -30.00 638923.9162 614861.0476 S 27°45’40.03" W 6.00
6000 600 204+19.57 -30.00 638918.6043 614858.2515
FIGURE 610 AREA = 30.0142 SQ. FT. (0.0007 ACRES)
600 - N. CLAYTON STREET
TP#26-020.30-097 (406) 1600 WINNER ASSOCIATES LLC D.R. 2780 314 D - 0.40 30.0142 / 0.00 17424.00 / 0.40
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
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
TP#26-020.30-105 (401) KEVIN MCLAUGHLIN, PHILIP & FRANK BAFUNDO D - 0.08
TCE-2
TCE-1
3484.80 / 0.0827.3758 / 0.00
TP#26-020.30-105 (401) KEVIN MCLAUGHLIN, PHILIP & FRANK BAFUNDO TCE-2 0.080
5008 500 104+52.24 -24.50 638689.2944 614661.0653 N 27°56’32.32" E 2.90
5009 500 104+52.24 -27.40 638691.8563 614662.4242 S 62°03’31.82" E 9.44
5010 500 104+61.68 -27.40 638687.4331 614670.7637 S 27°56’32.32" W 2.90
5011 500 104+61.68 -24.50 638684.8711 614669.4048 N 62°03’31.82" W 9.44
5008 500 104+52.24 -24.50 638689.2944 614661.0653
FIGURE 512 AREA = 27.3758 SQ. FT. (0.0006 ACRES)
500 - 11TH 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
27
27
28
INSTR. 20100607 0028277
INSTR. 20100607 0028277
AND TABULATION SHEETRIGHT-OF-WAY DATA
TP#26-020.30-111 (105) FURIO R. & LORRAINE A. CASALE, H/W D.R. N-98-312 D - 0.11 4791.60 / 0.11
TP#26-020.30-111 (105) FURIO R. & LORRAINE A. CASALE, H/W D.R. N-98-312 0.110
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
5000 500 103+70.39 24.50 638684.3595 614565.7948 S 62°03’31.82" E 10.93
5001 500 103+81.32 24.50 638679.2375 614575.4518 S 26°41’07.82" W 11.00
5002 500 103+81.56 35.50 638669.4068 614570.5106 S 53°37’17.15" E 0.62
7000 500 103+82.17 35.59 638669.0392 614571.0096 S 12°24’37.62" W 13.84
7001 500 103+85.88 48.93 638655.5181 614568.0342 N 63°34’18.39" W 23.98
7002 500 103+61.90 49.56 638666.1932 614546.5559 N 32°41’16.76" E 9.02
7003 500 103+62.65 40.57 638673.7852 614551.4276 N 75°27’20.92" E 4.12
7004 500 103+65.69 37.79 638674.8197 614555.4150 S 39°53’44.66" E 1.01
7005 500 103+66.63 38.17 638674.0415 614556.0655 N 76°39’05.58" E 4.76
5003 500 103+70.20 35.03 638675.1405 614560.6971 N 28°56’26.40" E 10.53
5000 500 103+70.39 24.50 638684.3595 614565.7948
FIGURE 510 AREA = 402.5243 SQ. FT. (0.0092 ACRES)
500 - 11TH STREET
402.5243 / 0.01
TP#26-020.30-105 (401) KEVIN MCLAUGHLIN, PHILIP & FRANK BAFUNDO TCE-1 D.R. 20100607 0028277 0.080
5004 500 103+87.92 -24.50 638719.4324 614604.2431 N 27°46’35.53" E 22.74
5005 500 103+87.85 -47.24 638739.5560 614614.8425 S 62°03’31.82" E 5.33
8000 500 103+93.19 -47.24 638737.0580 614619.5522 S 27°56’28.18" W 15.74
8001 500 103+93.19 -31.50 638723.1491 614612.1750 S 62°03’31.82" E 20.72
5006 500 104+13.91 -31.50 638713.4385 614630.4834 S 27°56’08.24" W 7.00
5007 500 104+13.91 -24.50 638707.2541 614627.2040 N 62°03’31.82" W 25.99
5004 500 103+87.92 -24.50 638719.4324 614604.2431
FIGURE 511 AREA = 265.5813 SQ. FT. (0.0061 ACRES)
500 - 11TH 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
265.5813 / 0.01
TCE
TCE
TCE
TCE
" - " 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
TYPICAL SECTIONS
11:0
0:1
1 A
M
G:\
PR
OJE
CT
S\
155002.0
0 (DelD
OT
Ag
mt.
17
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15
5002.0
1 (Task 1,
Ele
venth St Fin
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n)\
CA
DD
FIL
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RW
_03.d
gn
7/11/2017
DEPARTMENT OF TRANSPORTATIONDELAWARE
TOTAL SHTS.
SHEET NO.
29
STREETSCAPE IMPROVEMENTS11TH STREET
CONTRACT
T201320003
COUNTYDESIGNED BY:
CHECKED BY:
XBRIDGE NO.ADDENDUMS / REVISIONS
NEW CASTLE
AMW
JMH
Unofficial Website Copy