Unofficial Website Copy
DEPARTMENT OF TRANSPORTATIONDELAWARE
ADDENDUMS / REVISIONS
NEW CASTLE
T201201102
27
WM
JP
BRIDGE NO.
DESIGNED BY:
CHECKED BY:
COUNTY
CONTRACT
TOTAL SHTS.
SHEET NO.
SIDEWALK IMPROVEMENTSMANOR AVENUE
N/A
500+00 501+00 502+00 503+00 504+00 505+00 506+00 507+00 508+00 509+00 510+00 511+00 512+00 513+00 514+00515
+00
516
+00
517
+00
518
+00
PO
B 498
+50.00
PI 510
+53.00
PC 513
+65.15
PT 514
+56.02
PC 515
+71.
61
PT 516+21.83
POE 518+00.00
PO
T 505
+00.00
PO
T 510
+00.00
499+00
PI 514
+10.94
PI 5
16+00.64
M.O.T. AND E&SCONSTRUCTION PHASING,
AND CONDUIT PLANSIGNING, STRIPING
CONSTRUCTION PLAN 8 9
21 22
10GEOMETRICS
GRADES AND
-LIGHTING PLAN 20
8 9
ROUTE 495
TOTAL SHTS.
SHEET NO.
DEPARTMENT OF TRANSPORTATIONDELAWARE
CONTRACT
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.
ADDENDUMS / REVISIONSSCALE
FEET
0
SIDEWALK IMPROVEMENTSMANOR AVENUE T200269003
NEW CASTLE
30 60 90
TOTAL SHTS.
SHEET NO.
DEPARTMENT OF TRANSPORTATIONDELAWARE
CONTRACT
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.
ADDENDUMS / REVISIONSSCALE
FEET
0
SIDEWALK IMPROVEMENTSMANOR AVENUE T200269003
NEW CASTLE
30 60 90
FO
RR
ES
T
AV
E
PY
RA
MID
AV
E
CH
APEL
AV
E
CA
STLE
AV
E
N
N
GOVERNOR PRINTZ BOULEVARD EXTENSION
GOVERNOR PRINTZ BOULEVARD EXTENSION
MA
NO
R
AV
EN
UE
16,18 17,20
PLAN SHEET INDEX CROSS REFERENCE
2
PLAN SHEET INDEX
SCALE
FEET
0 100 200 300
11
Unofficial Website Copy
NOT TO SCALE LEGEND3
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
IDENTIFIERS
LANDSCAPE PLANTINGS
SHRUBBERY
DECIDUOUS TREE
CONDUIT JUNCTION WELL
PAVEMENT MARKINGS
PAVEMENT STRIPING
CONSTRUCTION
PROPOSED R/W & DENIAL OF ACCESS
TEMPORARY CONSTRUCTION EASEMENT
LS
LANDSCAPING
TRAFFIC
UTILITY COMPANY FACILITIES
PAVEMENT SECTION(S)
CONIFEROUS TREE
LUMINAIRE
ITMS-CON
SIG-CON SIGNAL CONDUIT
ITMS CONDUIT
TRAFFIC SIGN
(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
EXISTING SYMBOLS PROPOSED SYMBOLS
NEW CASTLE COUNTY SEWER
DELMARVA POWER - GAS
20 & N GAS
2 LINDEE LLC
PROPOSED UTILITY POLE
(UNITED WATER DELAWARE)
SUEZ WATER DELAWARE
160 GYRATIONS PG 64-22 (CARBONATE STONE)
2" BITUMINOUS CONCRETE, SUPERPAVE, TYPE C,
8" GRADED AGGREGATE BASE COURSE, TYPE B
STONE)
TYPE C, 160 GYRATIONS PG 64-22 (CARBONATE
DRIVES - 2" BITUMINOUS CONCRETE, SUPERPAVE,
6" GRADED AGGREGATE BASE COURSE, TYPE B, PATCHING
GYRATIONS,PG 64-22, PATCHING
3" BITUMINOUS CONCRETE, SUPERPAVE, TYPE B, 160
PG 64-22 (CARBONATE STONE)
2" BITUMINOUS CONCRETE, SUPERPAVE, TYPE C, 160 GYRATIONS
BFS
LOC
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
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
CURB, TYPE 1 & TYPE 3
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
CONSTRUCTION SAFETY FENCECSF
GUARDRAIL END ANCHORAGE
TOPSOIL, SEED AND MULCHPAVEMENT REMOVAL -
P.C.C. SIDEWALK - 4"
FOR CHANNELIZATION ISLANDS.)
P.C.C. SIDEWALK - 6" (USE 8" DEPTH
MAILBOXMB
LO LATERAL OFFSET
CZ CLEAR ZONE
CURB OPENING
A
C
A
O
DND
RL
C
RL
O
RM
C
RM
O
C
O
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
FLARED END SECTION
CONCRETE SAFETY BARRIER
MONUMENT - RIGHT-OF-WAY
UD
P
M
MH
JB
GR
FS
FES
DI
CR
CMH
CJB
C
B
CR-N
DETECTABLE WARNING SYSTEM
WITHOUT SIDEWALK SURFACE
CURB RAMP / TYPE
CURB RAMP / TYPE -
UNDERDRAIN / LENGTH
UNDERDRAIN OUTLET PIPE
FENCEF
FILL WITH FLOWABLE FILLFF
C
UDO
CONSTRUCTION SAFETY FENCECSF
ED ENERGY DISSIPATOR
REMOVE BY TRAFFIC CONTRACTORRM
TC
DEPARTMENT OF TRANSPORTATIONDELAWARE
ADDENDUMS / REVISIONS
NEW CASTLE
T201201102
27
WM
JP
BRIDGE NO.
DESIGNED BY:
CHECKED BY:
COUNTY
CONTRACT
TOTAL SHTS.
SHEET NO.
SIDEWALK IMPROVEMENTSMANOR AVENUE
N/A
Unofficial Website Copy
NOT TO SCALE4
GENERAL NOTES PROJECT NOTES
NOTES
SHALL BE REPAIRED AND/OR REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE.
ANY DAMAGE TO ITEMS NOTED TO BE RELOCATED OR RESET BY THE CONTRACTOR, AT THE DISCRETION OF THE ENGINEER,1.
SECTION 200
SECTION 100
SECTION 400
AGGREGATE BASE COURSE, TYPE 'B', UNLESS OTHERWISE NOTED ON THE PLANS.
THE PAVEMENT SECTION FOR FLEXIBLE PAVEMENT RESIDENTIAL DRIVEWAYS SHALL BE 2" WARM-MIX, TYPE 'C' OVER 8" GRADED3.
RESPONSIBILITY OF THE CONTRACTOR AND INCIDENTAL TO THE PIPE ITEM THAT IS BEING VIDEO INSPECTED.
PIPE CLEANING PRIOR TO VIDEO INSPECTION AND MAINTENANCE OF TRAFFIC DURING THE VIDEO INSPECTION ARE THE
CONTRACTOR'S EXPENSE. THE DEPARTMENT WILL VIDEO INSPECT NEW PIPE RUNS TO CONFIRM CONDITION PRIOR TO ACCEPTANCE.
DRAINAGE STRUCTURES DAMAGED DUE TO CONTRACTOR OPERATIONS SHALL BE REPAIRED OR REPLACED IN-KIND AT THE
FINAL DRAINAGE SYSTEM AND AGREE ON THE CONDITION PRIOR TO THE START OF CONSTRUCTION. EXISTING PIPES AND
THE DEPARTMENT AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES AND DRAINAGE STRUCTURES TO BE USED IN THE4.
SECTION 600
INCLUDING SAW CUTTING EXISTING CURB SHALL BE INCIDENTAL TO THE PROPOSED CURB ITEM.
SHALL BE TRANSITIONED IN 10 LINEAR FEET, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PAYMENT FOR THIS WORK,
IN AREAS WHERE PROPOSED CURB MEETS EXISTING CURB AND THE TWO CURB TYPES ARE NOT SIMILAR, THE PROPOSED CURB5.
SECTION 700
INLETS, AND TO THE CENTER OF THE STRUCTURE FOR JUNCTION BOXES AND MANHOLES.
STATION AND ELEVATION DATA GIVEN FOR DRAINAGE STRUCTURES ARE TO BE APPLIED TO THE CENTER OF THE GRATE FOR8.
ITEM 710506 - ADJUST AND REPAIR EXISTING SANITARY SEWER MANHOLE.
COVERS THAT ARE REMOVED SHALL BECOME THE PROPERTY OF THE STATE'S CONTRACTOR. PAYMENT SHALL BE INCIDENTAL TO
THE PROJECT LIMITS IN ACCORDANCE WITH THE COUNTY'S STANDARD SPECIFICATIONS. THE EXISTING MANHOLE FRAMES AND
SELF SEALING MANHOLE FRAMES AND COVERS ON ALL COUNTY SEWER MANHOLES THAT ARE NOT BEING RELOCATED, WITHIN
THE NEW CASTLE COUNTY DEPARTMENT OF PUBLIC WORKS SHALL SUPPLY AND THE STATE'S CONTRACTOR SHALL INSTALL NEW9.
MISCELLANEOUS
REFER TO THE CONSTRUCTION PLAN SHEETS FOR THE LOCATION OF THE LATERAL OFFSET AREA LIMITS.13.
NOT PREPARED.
THERE ARE NO ENVIRONMENTAL PERMITS ASSOCIATED WITH THIS PROJECT. AS SUCH, AN ENVIRONMENTAL COMPLIANCE SHEET WAS 8.
NONE
FOR THIS PROJECT
EROSION POTENTIAL
( )
( ) INSIGNIFICANT 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.
THE DISTURBED AREA FOR THIS PROJECT IS 1.004 ACRES.6.
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
( ) MAJORAND STORMWATER REGULATIONS.
CERTIFIED CONSTRUCTION REVIEWER (CCR), AS DEFINED IN SECTION 6.3 OF THE DELAWARE SEDIMENT
2.
( X ) MINOR
( X )
( X )
( X )
( )
( )
( X )
SECTION 900
DELDOT MAINTENANCE YARD SUPERVISOR.
REPLACED GRATES/FRAMES SHALL NOT BE MADE UNTIL RECEIPT OF DELIVERED MATERIALS IS PRODUCED, SIGNED BY A
WITH THE COST OF DELIVERY INCIDENTAL TO ITEM 708060 - REPLACING DRAINAGE INLET GRATE(S). FINAL PAYMENT FOR
BY THE ENGINEER. ALL REPLACED GRATES/FRAMES SHALL BE DELIVERED TO THE NEAREST DISTRICT MAINTENANCE YARD
REPLACED. THE ACTUAL LOCATIONS, THE NEED FOR ANY GRATE MODIFICATIONS OR FOR NEW FRAMES SHALL BE DETERMINED
DRAINAGE INLET GRATES ADJACENT TO THE ROAD, WITHIN THE PROJECT LIMITS, WHICH ARE NOT TYPE 1 OR TYPE 4 SHALL BE7.
SAWCUTTING, CONCRETE, FULL DEPTH.
UNLESS OTHERWISE NOTED ON THE PLANS OR DIRECTED BY THE ENGINEER AND SHALL BE PAID FOR UNDER ITEM 762002 -
SAWCUT AT THE TIE-IN POINT OR MEET THE NEAREST EXISTING SIDEWALK JOINT. ALL SAW CUTTING SHALL BE FULL DEPTH,
WHERE PROPOSED CONCRETE SIDEWALK IS CONSTRUCTED TO MEET EXISTING SIDEWALK, THE EXISTING SIDEWALK SHALL BE6.
TIE INTO THE EXISTING PAVEMENT.
ALL PAVED AREAS TO BE RECONSTRUCTED OR WIDENED SHALL BE SAWCUT AT THE POINT WHERE THE NEW PAVEMENT IS TO10.
STORMWATER ENGINEER OR THE APPROPRIATE CONSTRUCTION ENGINEER.
A COPY OF THE GENERAL PERMIT OR THE NOI CAN BE OBTAINED UPON REQUEST FROM EITHER THE DEPARTMENT'S
PERMIT AND NOI IS KEPT ON FILE IN EACH OF THE CONSTRUCTION OFFICES AND THE DEPARTMENT'S TEAM SUPPORT SECTION.
THE NPDES INDUSTRIAL PERMITTING REQUIREMENTS FOR THIS CONSTRUCTION PROJECT. A COPY OF THE NPDES GENERAL
COMPLIANCE WITH DELDOT'S APPROVED SEDIMENT AND STORMWATER MANAGEMENT PLANS WILL CONSTITUTE COMPLIANCE WITH
THIS PROJECT IS COVERED UNDER AN NPDES GENERAL PERMIT FOR CONSTRUCTION. UNDER THE GENERAL PERMIT,11.
BEHALF WILL UNDERTAKE THE SURVEY.
MAY TAKE UP TO 3 MONTHS. IF AN ARCHAEOLOGICAL SURVEY IS NECESSARY, DELDOT OR A CONSULTANT ON ITS
3) PERFORM AN ARCHAEOLOGICAL SURVEY TO DETERMINE WHETHER TO APPROVE OR REJECT THE REQUEST, WHICH
2) REJECT THE REQUEST; OR
1) APPROVE THE USE OF THE PROPOSED STAGING AND STOCKPILE AREA(S);
WITHIN 30 DAYS, DELDOT WILL;
THE CONSTRUCTION AREA ENGINEER WHO WILL COORDINATE WITH DELDOT'S ARCHAEOLOGIST.
OR CUMULATIVELY ARE LARGER THAN 10,000 SQUARE FEET, MUST BE APPROVED BY DELDOT'S ARCHAEOLOGIST. CONTACT
ANY STAGING AND/OR STOCKPILE AREA(S) OUTSIDE THE PROJECT'S LIMIT OF CONSTRUCTION (LOC) THAT INDIVIDUALLY14.
EARTHWORK SUMMARY
EMBANKMENT REQUIREMENTS
MATERIAL BALANCE ("+"= EXCESS, "-"= NEED)
EXCAVATION AVAILABLE FOR EMBANKMENT
EXCAVATION
TOTAL EXCAVATION
ROCK EXCAVATION FOR ROADWAY AND TRENCHES
EXCAVATION FROM CROSS SECTIONS
0 C.Y.
EXCAVATION MEETING BORROW TYPE 'A'
EXCAVATION MEETING BORROW TYPE 'F'
EXCAVATION MEETING TOPSOIL
BORROW TYPE 'A' REQUIRED (INCLUDING UNDERCUT)
BORROW TYPE 'F' REQUIRED
BORROW TYPE 'A'
BORROW TYPE 'F'
UNSUITABLE MATERIAL
TOPSOIL
TOPSOIL REQUIRED
PAVEMENT, ETC.
UNSUITABLE MATERIALS INCLUDE UNDERCUT SOILS, BITUMINOUS3)
SITE EXCAVATION, MAINTENANCE OF TRAFFIC EXCAVATION, ETC.
STORMWATER MANAGEMENT POND EXCAVATION, ENVIRONMENTAL
EXCAVATION, STRUCTURE EXCAVATION, UNDERCUT EXCAVATION,
OTHER SOURCES OF EXCAVATION MAY INCLUDE PIPE TRENCH2)
SUMMARY IS CONSIDERED FOR INFORMATIONAL PURPOSES ONLY.
AND ARE NOT TO BE USED AS A BASIS OF PAYMENT.THE EARTHWORK
THE VALUES LISTED IN THE EARTHWORK SUMMARY ARE APPROXIMATE1)
NOTES:
TOPSOIL STRIPPING
STORMWATER MANAGEMENT FACILITIES
425 C.Y.
585 C.Y.
0 C.Y.
EXCAVATION FOR PIPE TRENCHES
252 C.Y.
439 C.Y.
17 C.Y.
134 C.Y.
314 C.Y.
+312 C.Y.
0 C.Y.
-9 C.Y.
+118 C.Y.
+125 C.Y.
8 C.Y.
1,011 C.Y.
WITH THE ABOVE WORK TO BE PAID UNDER ITEM 201000 - CLEARING AND GRUBBING.
760-2536 AND/OR HIS DESIGNEE, AT LEAST TWO (2) DAYS PRIOR TO THE PRUNING OPERATION. ALL COSTS ASSOCIATED
THE CONTRACTOR SHALL NOTIFY DELDOT'S ROADSIDE ENVIRONMENTALIST ADMINISTRATOR, BRIAN URBANEK AT (302)
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 TO 2.
START OF CONSTRUCTION AT 302-576-6091.
THE CONTRACTOR SHALL CONTACT JAMILA JONES, THE CHIEF OF SCHEDULING FOR DART FIRST STATE, 14 DAYS PRIOR TO THE12.
EXTENSION WITH ANY APPROPRIATE MODIFICATIONS.
THE STORMWATER ENGINEER WILL REVIEW THE CURRENT SEDIMENT AND STORMWATER MANAGEMENT PLAN AND ISSUE AN
ENGINEER THREE MONTHS PRIOR TO THE EXPIRATION OF THE APPROVED SEDIMENT AND STORMWATER MANAGEMENT PLANS.
ACCEPTANCE OF THE PROJECT IS ANTICIPATED TO EXTEND BEYOND THE FIVE YEARS, THE CONTRACTOR WILL INFORM THE
PERIOD, BEGINNING ON THE DATE THE STORMWATER ENGINEER SIGNED THE CONSTRUCTION TITLE SHEET. IF THE FINAL
DELDOT'S DELEGATED AUTHORITY. THE SEDIMENT AND STORMWATER MANAGEMENT PLANS ARE VALID FOR A FIVE YEAR
THE SEDIMENT AND STORMWATER MANAGEMENT PLANS HAVE BEEN APPROVED BY DELDOT'S STORMWATER ENGINEER UNDER7.
DEPARTMENT OF TRANSPORTATIONDELAWARE
ADDENDUMS / REVISIONS
NEW CASTLE
T201201102
27
WM
JP
BRIDGE NO.
DESIGNED BY:
CHECKED BY:
COUNTY
CONTRACT
TOTAL SHTS.
SHEET NO.
SIDEWALK IMPROVEMENTSMANOR AVENUE
N/A
Unofficial Website Copy
DEPARTMENT OF TRANSPORTATIONDELAWARE
ADDENDUMS / REVISIONS
NEW CASTLE
T201201102
27
WM
JP
BRIDGE NO.
DESIGNED BY:
CHECKED BY:
COUNTY
CONTRACT
TOTAL SHTS.
SHEET NO.
SIDEWALK IMPROVEMENTSMANOR AVENUE
N/A
R/W
EXISTING
PARKING
SIDEWALK
SIDEWALK
STATION 509+14 TO STATION 510+25
TRAVEL LANE
SIDEWALK
BASELINECONSTRUCTION
R/W
EXISTING
TYPICAL SECTIONS5
A B
2"
6:1
6:1
H
G
H
G
I
E
ED
F
A B
2"
E
E N
H
G
H
G
R/W-DA
EXISTING
R/W-DA
EXISTING
STATION 506+57 TO STATION 507+80
GOVERNOR PRINTZ EXTENSION
MATCH EXISTING
MATCH EXISTING
LEGEND
I
G
H
A
B
D
E
FTYPE 1-8
ITEM 701010- PORTLAND CEMENT CONCRETE CURB,
ITEM 908010 - TOPSOILING, 6" DEPTH
J ITEM 727009 - CHAIN-LINK FENCE, 5' HIGH
C100'
O.G.
O.G.
C
3"
100'
D 6"
4"
22'
5'
5'
EXISTING CURB
EXISTING CURB
509+90±STA. 507+00± TO AND GUTTEREXISTING CURB
BASE6"CRUSHED 3"HMA OVER
BASE6"CRUSHED 3"HMA OVER
16'
16'
15'
2'
MATCH EXISTING
LOC LOC
LOC
2"
MATCH EXISTING
2"
BASELINECONSTRUCTION
TRAVEL LANE
TRAVEL LANETRAVEL LANE
BASELINECONSTRUCTION
6:1
H
G
ED
F
R/W-DA
EXISTING
O.G.
C
3"
D 6"
4"BASE6"CRUSHED 3"HMA OVER
15'
2'
MATCH EXISTING
TRAVEL LANE
LANE
DROP-OFF
STATION 507+80 TO STATION 509+14
GOVERNOR PRINTZ EXTENSION
STA. 507+00± TO 509+90±EXISTING CURB AND GUTTER
A B
2"2"
11'
O.G.
O.G.
NOT TO SCALE
ITEM 705002 - P.C.C. SIDEWALK, 6"
OR
ITEM 705001 - P.C.C. SIDEWALK, 4"
K ITEM 701505 - P.C.C. PARKING BUMPER
K 3'-0"
6:1
6:1
8'-3"
11'-6"TO 20'
55'
55'LOC
8'-6"
EXISTING
MATCH
11'
CROWN
CROWN
CROWN
11'
VARIES 55'- 57.5'
VARIES 15' - 28'
VARIES 15' - 30'LOC
N
N
N
N
L
TYPE 1-31
ITEM 720050 - GALVANIZED STEEL BEAM GUARDRAIL,
EXISTING CURB
HGI
MCURB & GUTTER, TYPE 2
ITEM 701021- INTEGRAL PORTLAND CEMENT CONCRETE
M
N 4"C
3"
D 6"
A
B 2"
2"
WHERE SHOWN ON PLANS
O.G.
2'1'
CURB & GUTTER, TYPE 2 REPLACEMENT
EXISTING INTEGRAL PORTLAND CEMENT CONCRETE
TYPE B, PATCHING
ITEM 302008 - GRADED AGGREGATE BASE COURSE,
N
TYPE B
ITEM 302007 - GRADED AGGREGATE BASE COURSE,
SIDEWALK (VARIES)
7'-6" TO 25'-6"
(VARIES)
SIDEWALK
STATION 499+00 TO STATION 501+00*
STATION 501+00 TO STATION 506+57
GOVERNOR PRINTZ EXTENSION
*-MILL & PAVE EXISTING ROADWAY ONLY
G
H
G
H
2%2%
2%
2%2%
STONE)
TYPE C, 160 GYRATIONS PG 64-22 (CARBONATE
ITEM 401801 - BITUMINOUS CONCRETE, SUPERPAVE,
TYPE B, 160 GYRATIONS,PG 64-22, PATCHING
ITEM 401822 - BITUMINOUS CONCRETE, SUPERPAVE,
ITEM 760000 - PAVEMENT - MILLING, HOT-MIX
GROUND
ITEM 908014 - PERMANENT GRASS SEEDING, DRY
EXCAVATION MEETING TYPE FITEM 209006, BORROW, TYPE F OR PROJECT
Unofficial Website Copy
DEPARTMENT OF TRANSPORTATIONDELAWARE
ADDENDUMS / REVISIONS
NEW CASTLE
T201201102
27
WM
JP
BRIDGE NO.
DESIGNED BY:
CHECKED BY:
COUNTY
CONTRACT
TOTAL SHTS.
SHEET NO.
SIDEWALK IMPROVEMENTSMANOR AVENUE
N/A
BASELINECONSTRUCTION
PARKING
R/W
EXISTING
TRAVEL LANE SIDEWALK
R/W-DA
PROPOSED
2:1
6:1
6:1
H
G
H
G
I
E
E
ROUNDED FILL SECTION
A B 2"
TYPICAL SECTIONS6
BASELINECONSTRUCTION
A B
2"E
A B
2"
R/W-DA
EXISTING
R/W
EXISTING
R/W-DA
EXISTING
STATION 510+20 TO STATION 512+98
GOVERNOR PRINTZ EXTENSION
MATCH EXISTING
MATCH EXISTING MATCH EXISTING
MATCH EXISTING
J
STATION 513+75± TO STATION 516+00±
D 6"C 3"
O.G.
O.G.
O.G.
R/W-DA
EXISTING
7'
5'
AND GUTTEREXISTING CURB
BASE6"CRUSHED 3"HMA OVER
BASE6"CRUSHED 3"HMA OVER
BASE6"CRUSHED 3"HMA OVER
10'
2'ROUNDING
VARIES
VARIES
1'
VARIES
MATCH EXISTING
7' - 5'VARIES
SIDEWALK
SIDEWALK
LOCLOC
LOC
LOC
2"
2"
TRAVEL LANETRAVEL LANE
2"
TRAVEL LANE
11'
O.G.
O.G.
NOT TO SCALE
GUARDRAILEXISTING
3'-0"K
N
N
N
11'
CROWN
VARIES 22.75' - 19'
VARIES 16' - 29'LOC
VARIES 57.5' - 82'
0.1' - 9.3'
VARIES 11' - 13'VARIES 11' - 13'
VARIES 16' - 25' VARIES 35' - 45'
L
3.7' - 9'
29.9' - 18.8'
STATION 512+98 TO STATION 517+50
GOVERNOR PRINTZ EXTENSION - MANOR AVENUE
AT STA. 516+20±
MEET EXIST. SIDEWALK
L
VARIES
D 6"
A
2"
2'
G
H
H
G
BASELINECONSTRUCTION
O.G.
TRAVEL LANE
AND GUTTEREXISTING CURB
BASE6"CRUSHED 3"HMA OVER A B
2"2"
R/W
EXISTING
13'
STATION 514+56 TO STATION 517+50
LEFT CURB SECTION
2%
2%
2% MAX.
VARIES
VARIES
VARIES TO STA. 512+98100' TO STA. 512+72±
VARIES 92.3' TO 50'
LEGEND
I
G
H
A
B
D
E
FTYPE 1-8
ITEM 701010- PORTLAND CEMENT CONCRETE CURB,
J ITEM 727009 - CHAIN-LINK FENCE, 5' HIGH
C
ITEM 705002 - P.C.C. SIDEWALK, 6"
OR
ITEM 705001 - P.C.C. SIDEWALK, 4"
K ITEM 701505 - P.C.C. PARKING BUMPER
L
TYPE 1-31
ITEM 720050 - GALVANIZED STEEL BEAM GUARDRAIL,
MCURB & GUTTER, TYPE 2
ITEM 701021- INTEGRAL PORTLAND CEMENT CONCRETE
TYPE B, PATCHING
ITEM 302008 - GRADED AGGREGATE BASE COURSE,
N
TYPE B
ITEM 302007 - GRADED AGGREGATE BASE COURSE,
STONE)
TYPE C, 160 GYRATIONS PG 64-22 (CARBONATE
ITEM 401801 - BITUMINOUS CONCRETE, SUPERPAVE,
TYPE B, 160 GYRATIONS,PG 64-22, PATCHING
ITEM 401822 - BITUMINOUS CONCRETE, SUPERPAVE,
ITEM 760000 - PAVEMENT - MILLING, HOT-MIX
ITEM 908010 - TOPSOILING, 6" DEPTH
GROUND
ITEM 908014 - PERMANENT GRASS SEEDING, DRY
EXCAVATION MEETING TYPE FITEM 209006, BORROW, TYPE F OR PROJECT
Unofficial Website Copy
HORIZONTAL & VERTICAL CONTROL
STATION OFFSET EASTINGNORTHING
HORIZONTAL / VERTICAL CONTROL DATA
ELEVATIONPOINT
200 502+21.49 22.02' L 654230.5590 22.75644858.8128
201 511+53.17 20.53' L 654804.5396 25.06645593.0724
202 508+38.62 20.04' L 654610.6430 25.44645345.0150
203 505+25.27 21.03' L 654417.6427 26.20645098.1460
204 514+60.76 9.29' R 654980.3962 24.32645847.2674
205 516+03.38 11.33' R 655108.4276 26.27645921.6340
STATION OFFSET EASTINGNORTHING
CONSTRUCTION ALIGNMENT CONTROL
POINT
N
CIRCULAR CURVE NO. 1
7
SCALE
FEET
0 80 160 240
2
2
CIRCULAR CURVE NO. 2
10055 500+00.00 0.00' 654076.2818 644698.3701
10061
10060
10059
10058
10062
1
GOVERNOR PRINTZ BOULEVARD EXTENSION
MA
NO
R
AV
EN
UE
10056 505+00.00 0.00' 654385.4871 645091.2978
10057 510+00.00 0.00' 654694.6923 645484.2254
10001 510+53.00 0.00' 654727.4689 645525.8768
2
11
TANGENT DIRECTION: N 35°18'44.7333" E
RADIAL DIRECTION: S 54°41'15.2667" E
CHORD DIRECTION: N 43°59'22.0343" E
RADIAL DIRECTION: S 37°20'00.6646" E
TANGENT DIRECTION: N 52°39'59.3353" E
EXTERNAL: 3.4734'
MIDDLE ORDINATE: 3.4337'
CHORD: 90.5187'
TANGENT: 45.7834'
LENGTH: 90.8656'
DEGREE OF CURVATURE(ARC): 19°05'54.9353"
DELTA: 17°21'14.6021" LEFT
RADIUS: 300.0000'
PT (10059) 514+56.02 654981.9006 645836.9433
CC (10002) 655155.3110 645592.1396
PI (10063) 514+10.94 654944.5409 645810.4789
PC (10058) 513+65.15 654916.7754 645774.0757
STATION NORTHING EASTING
ELEMENT: CIRCULAR
TANGENT DIRECTION: N 36°37'56.6005" W
RADIAL DIRECTION: N 53°22'03.3996" E
CHORD DIRECTION: N 0°39'35.9336" W
RADIAL DIRECTION: S 54°41'15.2667" E
TANGENT DIRECTION: N 35°18'44.7333" E
EXTERNAL: 9.4254'
MIDDLE ORDINATE: 7.6280'
CHORD: 46.9916'
TANGENT: 29.0323'
LENGTH: 50.2270'
DEGREE OF CURVATURE(ARC): 143°14'22.0156"
DELTA: 71°56'41.3337" LEFT
RADIUS: 40.0000'
PT (10061) 516+21.83 655123.2084 645903.2144
CC (10003) 655099.3412 645871.1152
PI (10064) 516+00.64 655099.9105 645920.5374
PC (10060) 515+71.61 655076.2198 645903.7557
STATION NORTHING EASTING
ELEMENT: CIRCULAR
10063
10064
CONSTRUCTION BL
CONSTRUCTION BL
1000110054
10054 498+50.00 0.00' 653983.5203 644580.4918
10057
10062 518+00.00 0.00' 655266.1841 645796.9058
DATUM REFERENCE:
VERTICAL - THIS PROJECT IS REFERENCED TO NAVD 88.
HORIZONTAL - THIS PROJECT IS REFERENCED TO THE DELAWARE STATE PLANE COORDINATE SYSTEM (NAD 83).
DEPARTMENT OF TRANSPORTATIONDELAWARE
ADDENDUMS / REVISIONS
NEW CASTLE
T201201102
27
WM
JP
BRIDGE NO.
DESIGNED BY:
CHECKED BY:
COUNTY
CONTRACT
TOTAL SHTS.
SHEET NO.
SIDEWALK IMPROVEMENTSMANOR AVENUE
N/A
487+00488+00
489+00
492+00
493+00
494+00
495+00
496+0
0
497+
00
498+0
0
PC
C498
+25.74
TRAV. PT 200 TRAV. PT 203 TRAV. PT 201TRAV. PT 205
MAG. NAILTRAV. PT 204
MAG. NAILTRAV. PT 202
500+00 501+00 502+00 503+00 504+00 505+00 506+00 507+00 508+00 509+00 510+00 511+00 512+00 513+00 514+00
515+00
516
+00
517
+00
518
+00
PO
B 498
+50.00
PI 510
+53.00
PC 513
+65.15
PT 514
+56.02
PC 515
+71.
61
PT 516+21.83
POE 518+00.00
PI 514
+10.94
PI 5
16+00.6
4
PO
T 505
+00.00
PO
T 510
+00.00
499+00
Unofficial Website Copy
WM
JP
+
TRAV. PT 200
30"RCP
GRAVEL
TRAV. PT 203
5' CHAIN LINK
30"RCP
CONC
MAC
28"MAPLE
15"RCP
4' SPLIT RAIL
CO
NC
30"RCP
15"RCP
CO
NC
5' CHAIN LINK
15"RCP
MAC
30"RCP 30"RCP
FO
RR
ES
T
AV
E
PY
RA
MID
AV
E
CH
APEL
AV
E
GOVERNOR PRINTZ BLVD. EXTENSION
CO
NC
IN CONC3IN IP
TOP OF CONC DITCH
TOP OF CONC DITCH
GO
VERN
OR
PRIN
TZ B
LVD.
48"R
CP
42"RCP
42"R
CP
48"RCP
CO
NC
CO
NC
DP&L
51236-45252
DP&L
51201
14"AC. 14"AC.14"AC.
42"RCP
24"24"
8"
TC
8"TC8"TC8"TC
8"
TC
8"
TC
42"RCP
24"
24"
14"AC.
24" 24"
42"RCP 42"RCP42"RCP
24"
42"RCP
8"TC 8"TC6"AC.6"AC.6"AC.
6"AC.12" SHP
12" SHP 12" SHP
12" SHP 12" SHP
4" SHP4" SHP
4" SHP4" SHP
24" SHP24" SHP 24" SHP
24" SHP 24" SHP 24" SHP
26" N GAS
26" N GAS
26" 0 GAS
26" 0 GASTH-1
TH-2
TH-3
TH-4
TH-5
TH-6
TH-7
TH-8
TH-9
TH-10TH-19
TH-20
EXISTING R/WEXISTING R/WEXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
WEXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
T.P. 06-085.00-142
T.P. 06-085.00-141
T.P. 06-085.00-140
T.P. 06-085.00-139
T.P. 06-085.00-073
100.0
0'
40.00'
40.00'
40.00'
FAP I-495-3(4)(PART)
64-01-062
STATE OF DELAWARE
MF 680
D.R. 2331 69
T.P. 06-084.00-648
DOUGLAS P & KRISTIN C DURKEE
MF 5592
D.R. 1204 163
T.P. 06-085.00-133
HUSBAND & WIFE
JEAN C. BLAIER
WERNER K. BLAIER, SR. &
MF 5592
D.R. 20091201 -0075796
T.P. 06-085.00-134
ABU SAYED
MF 5592
D.R. 20070123 -0007056
T.P. 06-085.00-143
MAYDA F. MONTESDEOCA
MF 5592
D.R. 1652 165
T.P. 06-085.00-144
HUSBAND AND WIFE
KAMINI PATEL & DUSHYANT PATEL
MF 5592
D.R. 2
01107
08 -0034
14
6
T.P. 0
6-085.0
0-154
SJ IN
VE
ST
ME
NT
GR
OU
P IN
C
1-L
2-L 3-L
4-L
1-R
110.0
0'
100.0
0'
100.0
0'
100.0
0'
499+00 500+00 501+00 502+00 503+00 504+00 505+00 506+00 507+00 508+00
PI 505
+00.00
PO
B 498
+50.00
DEPARTMENT OF TRANSPORTATIONDELAWARE
ADDENDUMS / REVISIONS
NEW CASTLE
T201201102
27
SCALE
FEET
0 30 60 90
BRIDGE NO.
DESIGNED BY:
CHECKED BY:
COUNTY
CONTRACT
TOTAL SHTS.
SHEET NO.
SIDEWALK IMPROVEMENTSMANOR AVENUE
N/A
8
MA
TC
HLIN
E S
TA
TIO
N
508+
00
CONSTRUCTION PLAN
N
NO. ITEM DESCRIPTION / TYPE LENGTH
CURB SCHEDULE
A
CA
C
A
C
CR
4
CR
3
CR
3
CR
2
CR
4
RM
C
A
C
A
C
C
2
C
5
C
8
C
11
C
7
SSMH
BOXVALVE
SSMH
SSMH
SSMHSSMH
SIDEWALK
CURB &
A
CGRATEWITH TYPE 1 REPLACE GRATE INLET
C
1
C
6
UTILITY GRND EL. COVER O.D. & MATERIAL
UTILITY TEST HOLE SCHEDULE
NO. STATION OFFSET
2
2
2
2
1 INTEGRAL PCC CURB AND GUTTER, TYPE 2 55'
5 PORTLAND CEMENT CONCRETE CURB, TYPE 1-8 29'
4 INTEGRAL PCC CURB AND GUTTER, TYPE 2 13'
8 INTEGRAL PCC CURB AND GUTTER, TYPE 2 12'
O 3.84' 6" BLACK METALTH-1 21.1725.56'R501+40.21
N 4.22' 6" BLACK METALTH-2 21.1727.71'R501+40.15
GAS 4.95' 24" BLK STEELTH-3 21.2335.06'R501+42.42
GAS 4.00' 12" BLK STEELTH-4 22.7928.50'L502+20.04
GAS 3.76' 4" COATED STEELTH-5 22.9423.61'L502+19.82
O 3.82' 6" BLACK METALTH-6 25.6621.21'R506+79.50
N 3.22' 6" BLACK METALTH-7 25.5725.77'R506+79.23
GAS 4.37' 24" BLK STEELTH-8 25.6434.05'R506+81.78
GAS 3.76' 4" COATED STEELTH-9 22.9426.03'L507+60.86
GAS 4.04' 12" BLK STEELTH-10 26.8130.34'L507+60.86
WATER 4.76' 6" CITH-19 23.5025.79'L502+42.58
WATER 4.97' 6" CITH-20 26.0322.06'L507+61.27
C
9 C
10
C
3
C
4
10 INTEGRAL PCC CURB AND GUTTER, TYPE 2 30'
2 INTEGRAL PCC CURB AND GUTTER, TYPE 2 13'
3 PORTLAND CEMENT CONCRETE CURB, TYPE 1-8 28'
6 INTEGRAL PCC CURB AND GUTTER, TYPE 2 98'
7 PORTLAND CEMENT CONCRETE CURB, TYPE 1-8 161'
9 PORTLAND CEMENT CONCRETE CURB, TYPE 1-8 23'
11 PORTLAND CEMENT CONCRETE CURB, TYPE 1-8 27' *
*
*
*
* - TAPER CURB ENDS TO 2" REVEAL.
NO.
DRAINAGE INLET SCHEDULE
BOX SIZE GRATESTATION OFFSET INV. EL.T.G. EL.
DI
1
RM
C
INLET
1 *25.45-18.1'507+51.00 66" x 30" 1
RM
C
SIDEWALK
SIDEWALK
RM
C
A
O
CONSTRUCTION OF THE NEW INLET.
PAYMENT FOR REMOVAL OF THE EXISTING INLET IS INCLUDED WITH
* - FINAL ELEVATION TO BE SET IN THE FIELD BY THE ENGINEER.
Unofficial Website Copy
30"RCP
48"RCP
6' CHAIN
LINK
TR
AV. P
T 252
6' C
HAIN LIN
K
+++
+
+
+
+
+
++
+
27"RCP
3"MAPLE
6' IR
ON
27"RCP
3"MAPLE
6' PRIVACY
15"RCP
CONC
48"RCP
28"MAPLE
MAC
+
12"MAPLE
18"RCP
26"MAPLE
6' PRIVACY
CO
NC
20"GUM
5' CHAIN
LINK
48"
RCP
+
18"RCP
6"DOGWOOD
MAC
6'
CH
AIN
LIN
K
15"MAPLE
24"OAKCONC
18"RCP
24"R
CP
CO
NC
6"-8"CEDARS
30"RCP
3"CEDARS
CONC
TRAV. PT 205
TRAV. PT 204
TRAV. PT 201TRAV. PT 202
RCP
15"
CA
STLE
AV
E
ROUTE 495
GOVERNOR PRINTZ BOULEVARD EXTENSION
MA
NO
R
AV
EN
UE
1"PIPE1"PIPE
2"PIPE
1"PIPE
2"PIPE
1"PIPE- LEANING
48"R
CP
10" WALNUT
12" LOCUST
10" LOCUST
48"
RC
P4
2"
CM
P
12" WALNUT
8" LOCUST
6" LOCUSTWOODS
32"MAPLE
GRASS
GRASS8" PINE
GRASS
GRASS
GR
ASS
WOODS
WOODS
1"PIP
E
WOODS
GRASS
6"DOGWOOD
1"PIPE
24"C
MP
3"PIPE3"PIPE LEANING
STEEL PIPE
1" OPEN
12" WALNUT
8" WALNUT
10" LOCUST
18" WALNUT
GRASSGRASS
GRASS
TOP OF
CONC DIT
CH
TOP OF
CONC DIT
CH
CONC DIT
CH
ST
ON
E
CU
RB
ST
ON
E
CU
RB
WISTAR STREET
47.0
0'
47.0
0'
ALLEY
DEPARTMENT OF TRANSPORTATIONDELAWARE
ADDENDUMS / REVISIONS
NEW CASTLE
T201201102
27
SCALE
FEET
0 30 60 90WM
JP
BRIDGE NO.
DESIGNED BY:
CHECKED BY:
COUNTY
CONTRACT
TOTAL SHTS.
SHEET NO.
SIDEWALK IMPROVEMENTSMANOR AVENUE
N/A
IN SWALE
BLANKET MULCH (ITEM 908020)
INSTALL EROSION CONTROL
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTIN
G R/
W
EXISTING R/W
EXISTING R/WEXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTING R/W
EXISTING R/W
EXISTING R/W
50.00'
100.0
0'
40.00'
45.0
0'
100.0
0'
FAP I-495-3(4)(PART)
64-01-062
STATE OF DELAWARE
MF 5592
D.R. 2
01107
08 -0034
14
6
T.P. 0
6-085.0
0-154
SJ IN
VE
ST
ME
NT
GR
OU
P IN
C
MF 680
D.R. X106 280
T.P. 06-085.00-108
MARRIED MAN
CHARLES R. HUMPHREYS
MF 5592
D.R. M117 277
WR 145518
T.P. 06-085.00-155
DELVINA J. JOYCE
MF 325
D.R. 2
618 106
WR 139532
T.P. 0
6-085.0
0-110
CA
TH
ERIN
E
CA
NN
A
MF 325
D.R. 2
0090331 -0018338
T.P. 0
6-085.0
0-111
DA
N
WE
BE
R
MF 325
D.R. 2
194
18
T.P. 0
6-085.0
0-113
DA
WN
E.
HO
WE
R
MF 325
D.R. 20140501-0018017
T.P. 06-085.00-115
SCHANTZ
VALERIE ANN SCHANTZ AND BRETT M.
MF 325
D.R. R100 298
T.P. 06-085.00-117
LEEANNE HOFF HIS WIFE
DALE RICHARD HOFF JR. &
MF 20060622-0059760
D.R. 20121214-0073877
T.P. 06-072.00-025
THE ARCHMERE FUND
18.10'
5-L
1-R
2-R
MF 325
D.R. 2
014
1113- 005097
5
T.P. 0
6-085.0
0-112
JO
HN
VA
NV
UR
ES,
TR
US
TE
E
MF 325
D.R. 20150909-0045953
T.P. 06-085.00-116
DONNA SHERWOOD
MF 20051206-0125949
D.R. 20060505 -0043778
T.P. 06-085.00-169
VANESSA L. ROBINSON
4-L
MF 5592
D.R. 2
01107
08 -0034
14
6
T.P. 0
6-085.0
0-154
SJ IN
VE
ST
ME
NT
GR
OU
P IN
C
EXIS
TIN
G
R/
W
100.0
0'
51293-4
53
13 DP
&L
51296-4
53
15
42"R
CP
DP
&L
512
99-4
5303
512
99-4
5303
DP
&L
14"AC.
8"TC
42"
RC
P
8"
TC
8"TC
42"RCP
24"
8"TC
8"
TC
14"AC.
42"RCP
24" 24"
42"RCP
14"AC.14"AC.
8"TC
6"AC.
6"
CI
6"
CI
12" SHP 12" SHP12" SHP
12" SHP 12" SHP
12" S
HP
2" S
4" SHP
24" SHP 24" SHP
24" S
HP
26"
N
GA
S
26" 0 GAS
26" 0
GA
S
26" N GAS
26" 0 GAS
TH-11
TH-12
TH-13
TH-14
TH-16
TH-17
TH-18TH-21
492+00
493+00
494+00
495+00
508+00 509+00 510+00 511+00 512+00 513+00 514+00
515+00
516
+00
517
+00
518
+00
PI 510
+00.00
PI 510
+53.00
PC 513
+65.15
PT 514
+56.02
PC 515
+71.
61
PT 516+21.83
POE 518+00.00
PI 514
+10.94
PI 5
16+00.6
4
9
CONSTRUCTION PLAN
MA
TC
HLIN
E S
TA
TIO
N
508+
00
N
1 19.20± 27'509+9725.35
NO. STATION OFFSETINV. EL.
CONVERT TO MANHOLE SCHEDULE
TOP EL.TYPE
*
* - SIZE OF MANHOLE TO MATCH EXISTING INLET BOX SIZE
CMH
1
A
O
A
C
A
C
A
C
A
C
A
C
A
C
NO. ITEM DESCRIPTION / TYPE LENGTH
CURB SCHEDULE
NO. QTY. DESCRIPTION NOTES
FENCE SCHEDULE
RM
C
CR
2
CR
4
C
12
C
16
1 CHAINLINK FENCE, 5 FT. HIGH (ITEM 727009)
2
F
A
C
SSMH
BOXVALVE
SSMH
SSMH
SSMH
SSMH
GV
A
C
GV
NO. ITEM DESCRIPTION / TYPE LENGTHOFFSETBEGIN STA.
GUARDRAIL SCHEDULE
GR
1
GR
2
GR
3
RM
CGUARDRAIL
1 513+16.13END TREATMENT ATTENUATOR, TYPE 1-31 15.00' A
3 516+55.27END TREATMENT ATTENUATOR, TYPE 1-31 15.33' A
A - LENGTH PER STANDARD DETAILS
2 513+66.13GALVANIZED STEEL BEAM GUARDRAIL, TYPE 1-31 * 312.50
* - OFFSET VARIES (SET FACE OF G/R FLUSH WITH FACE OF EXISTING CURB)
DND FENCE
C
17
A
C
A
OGV
WITH TYPE 1 GRATE
REPLACE GRATE
INLET -
FRAMEWITH TYPE 3 GRATE & REPLACE FRAME & GRATE INLET -
WITH TYPE 1 GRATE
REPLACE GRATE
INLET -
WITH TYPE 1 GRATE
REPLACE GRATE
INLET -
**
TO 2" CURB FACE.
MEET EXISTING CURB. TRANSITION FROM EXISTING CURB FACE
** - REMOVE EXISTING BLUESTONE CURB. TRANSITION TO
UTILITY GRND EL. COVER O.D. & MATERIAL
UTILITY TEST HOLE SCHEDULE
NO. STATION OFFSET
2
2 2 CHAINLINK FENCE, 5 FT. HIGH (ITEM 727009)
3 CHAINLINK FENCE, 5 FT. HIGH (ITEM 727009)
4 CHAINLINK FENCE, 5 FT. HIGH (ITEM 727009)
5 CHAINLINK FENCE, 5 FT. HIGH (ITEM 727009)
37 LF
19 LF STA. 513+84.2, 26.66' RT. TO STA. 514+02.0, 28.47' RT.
STA. 514+02.0, 28.47' RT. TO STA. 515+01.6, 26.00' RT.
STA. 515+01.6, 26.00' RT. TO STA. 515+81.7, 28.17' RT.
105 LF
87 LF
12 LF *
* - MEET EXISTING
*
STA. 515+81.7, 28.17' RT. TO STA. 515+88.5, 27.21' RT. ±
STA. 513+50, 35.15'± RT. TO STA. 513+84.2, 26.66' RT.
C
13
13 INTEGRAL PCC CURB AND GUTTER, TYPE 2 60'
17 PORTLAND CEMENT CONCRETE CURB, TYPE 1-2 101'
12 PORTLAND CEMENT CONCRETE CURB, TYPE 1-8 255'
16 INTEGRAL PCC CURB AND GUTTER, TYPE 2 10'
14 PORTLAND CEMENT CONCRETE CURB, TYPE 1-4 10' *
*
C
14
C
15
INTERSECTING SIDEWALK.
TRANSITION FROM EXISTING CURB FACE TO FLUSH AT
* - REMOVE EXISTING CURB AND ADJACENT CONCRETE.
GAS 4.11' 4" COATED STEELTH-21 25.1626.09'L509+49.41
WATER 3.44' 6" CITH-11 25.2322.60'L509+48.18
GAS 4.19' 12" BLK STEELTH-12 25.2030.93'L509+46.35
N 3.35' 6" BLACK METALTH-13 24.8124.52'R510+54.34
O 3.10' 6" BLACK METALTH-14 24.4720.92'R510+51.48
GAS 2.82' 12" BLK STEELTH-16 27.3218.78'R515+99.34
GAS 2.47' 12" BLK STEELTH-17 28.4410.26'R516+52.30
WATER 3.42' 6" CITH-18 25.668.20'R515+76.12
FENCE
1
F
3
F
4
F
5
F
IP
15 PORTLAND CEMENT CONCRETE CURB, TYPE 1-4 8.5'
A
O
A
O
BOXVALVE
A
CSSMH
EXISTING FENCE DURING CONSTRUCTION.
REMOVAL AND REPLACEMENT OF
SEE NOTES ON SHEET 17 FOR
A
O
A
C
THE LINE.
WILL INSTALL A STEEL SPLIT CASING TO PROTECT
ARE WITHIN ONE FOOT OF THE GAS MAIN DELMARVA
THE GAS LINE IS NOT IN CONFLICT. IF THE POST
THE PROPOSED GUARDRAIL POSTS TO VERIFY THAT
TEST HOLES (ITEM NO. 202573) IN THE AREA OF
(NEAR STA 515+60) THE CONTRACTOR SHALL PERFORM
WHERE THE GAS LINE CROSSES UNDER THE GUARDRAIL NOTE:
Unofficial Website Copy
THR
OAT
WM
JP
+
TRAV. PT 200
30"RCP
GRAVEL
TRAV. PT 203
5' CHAIN LINK
30"RCP
CONC
MAC
15"RCP
4' SPLIT RAIL
CO
NC
30"RCP
15"RCP
CO
NC
5' CHAIN LINK
15"RCP
MAC
30"RCP 30"RCP
FO
RR
ES
T
AV
E
PY
RA
MID
AV
E
CH
APEL
AV
E
GOVERNOR PRINTZ BLVD. EXTENSION
CO
NC
IN CONC3IN IP
TOP OF CONC DITCH
TOP OF CONC DITCH
GO
VERN
OR
PRIN
TZ B
LVD.
48"R
CP
42"RCP
42"R
CP
48"RCP
CO
NC
CO
NC
499+00 500+00 501+00 502+00 503+00 504+00 505+00 506+00 507+00 508+00
PI 505
+00.00
PO
B 498
+50.00
DEPARTMENT OF TRANSPORTATIONDELAWARE
ADDENDUMS / REVISIONS
NEW CASTLE
T201201102
27
SCALE
FEET
0 30 60 90
BRIDGE NO.
DESIGNED BY:
CHECKED BY:
COUNTY
CONTRACT
TOTAL SHTS.
SHEET NO.
SIDEWALK IMPROVEMENTSMANOR AVENUE
N/A
10
MA
TC
HLIN
E S
TA
TIO
N
508+
00
N
GRADES & GEOMETRICS
STATION OFFSETPOINT NO.
COORDINATE LIST
EASTINGNORTHING
60000
MEET EXISTING
21.6120.9920.20 22.25 22.81 23.51 24.04 24.57 24.99 25.24 25.36 25.35
25.67 25.58 25.4725.40
25.36
25.25
25.60
25.48
25.45 25.50 25.55 25.58 25.6223.16 23.5823.73 25.37
60001
60002
60003
60004
60008
R=10'60006 60007
60010 R=10'
60009
60005 R=5'
60011
60009
60016
26.13
60015
60013
60017
R=10'
60014
R=10'
61006
61005
61007
6100861004
61009MEET EXISTING 61016
61015
61014
61013
MEET EXISTING
61012
61017
MEET EXISTING
61018
61001
61002
61003
61000
MEET EXISTING
R=15'
STATION OFFSETPOINT NO.
COORDINATE LIST
EASTINGNORTHING
61011
61010
6101961020
61021
60011
25.40
26.07
26.1725.57
25.4725.49
25.59
26.4026.42
26.25
26.14
5'
5'
7.2'8'
5'
10'
10'
8.5' 7.7'
5'
61021 507+59.11 -12.6171 654555.6336 645287.1118
61020 507+46.58 -23.5000 654556.4403 645270.5387
61019 507+19.58 -23.5000 654539.7428 645249.3201
61018 506+73.52 -11.5296 654501.8526 645220.5272
61017 506+30.07 -11.4209 654474.9016 645186.4545
61016 506+28.20 -21.0000 654481.2692 645179.0564
61015 506+25.11 -26.0000 654483.2871 645173.5354
61014 505+84.05 -26.0000 654457.8962 645141.2696
61013 505+77.41 -21.0000 654449.8598 645139.1424
61012 505+75.08 -11.1516 654440.6812 645143.4040
61011 504+93.66 -18.5000 654396.1062 645074.8768
61010 504+60.55 -18.5000 654375.6290 645048.8551
61009 503+64.04 -11.0809 654310.1184 644977.6035
61008 503+61.45 -21.0000 654316.3068 644969.4278
61007 503+59.80 -26.0000 654319.2155 644965.0388
61006 503+20.63 -26.0000 654294.9960 644934.2615
61005 503+12.79 -21.0000 654286.2167 644931.1902
61004 503+09.26 -11.0051 654276.1790 644934.5969
61003 502+29.64 -21.0000 654234.7955 644865.8459
61002 502+29.64 -36.0000 654246.5833 644856.5698
61001 502+14.64 -36.0055 654237.3115 644844.7786
61000 502+12.54 -39.9080 654239.0819 644840.7179
STA. 504+93.66 RIGHTCURB RAMP GRADING DETAIL (NTS)
60017 507+95.69 13.5000 654557.7364 645332.0166
60016 507+95.69 23.5000 654549.8778 645338.2007
60015 507+88.62 20.5711 654547.8067 645330.8325
60014 507+78.91 25.0000 654538.3195 645325.9383
60013 507+85.98 17.9289 654548.2491 645327.1223
60012 507+78.91 15.0000 654546.1780 645319.7542
60011 507+59.10 15.0000 654533.9304 645304.1903
60010 506+94.76 45.7500 654469.9736 645272.6403
60009 506+94.76 35.7500 654477.8321 645266.4562
60008 506+80.98 31.2500 654472.8499 645252.8483
60007 506+87.87 38.5000 654471.4117 645262.7443
60006 506+80.98 41.2500 654464.9913 645259.0324
60005 506+73.65 20.0000 654477.1542 645240.1262
60004 506+73.65 15.0000 654481.0834 645237.0341
60003 506+68.65 20.0000 654474.0621 645236.1969
60002 506+68.65 33.0000 654463.8460 645244.2362
60001 506+57.48 33.0000 654456.9390 645235.4590
60000 500+99.48 33.0000 654111.8659 644796.9518
26.52 26.50
5'
Unofficial Website Copy
+++
+
+
+
+
+
++
+
6' IR
ON
6' PRIVACY
CONC
MAC
+
6' PRIVACY
CO
NC
5' CHAIN
LINK
+MAC
6'
CH
AIN
LIN
K
CONC
CO
NC
CONC
TRAV. PT 205
TRAV. PT 204
TRAV. PT 201TRAV. PT 202
CA
STLE
AV
E
ROUTE 495
GOVERNOR PRINTZ BOULEVARD EXTENSION
MA
NO
R
AV
EN
UE
TOP OF
CONC DIT
CH
TOP OF
CONC DIT
CH
CONC DIT
CH
ST
ON
E
CU
RB
ST
ON
E
CU
RB
WISTAR STREET
DEPARTMENT OF TRANSPORTATIONDELAWARE
ADDENDUMS / REVISIONS
NEW CASTLE
T201201102
27
SCALE
FEET
0 30 60 90WM
JP
BRIDGE NO.
DESIGNED BY:
CHECKED BY:
COUNTY
CONTRACT
TOTAL SHTS.
SHEET NO.
SIDEWALK IMPROVEMENTSMANOR AVENUE
N/A
490+00
491+00
492+00
493+00
494+00
495+00
508+00 509+00 510+00 511+00 512+00 513+00 514+00
515+00
516
+00
517
+00
518
+00
11
MA
TC
HLIN
E S
TA
TIO
N
508+
00
N
STATION OFFSETPOINT NO.
COORDINATE LIST
EASTINGNORTHING
GRADES & GEOMETRICS
EXISTINGMEET
MEET EXISTING
23.35
46.00 RT.
23.20
46.00 RT.
23.00
46.00 RT.
22.91
(MEET EXISTING SLOPE)75.50 RT.
20'
4'
24.8924.76
24.79
24.85
24.81
24.77
24.71 24.49
24.45
24.38
24.3324.28
24.23 24.12 24.01 24.07 23.89 23.95
24.12
23.65
24.71
25.68
26.9
2
25.21 25.10 24.85 24.68
MEET EXISTING
24.73 24.60
60035
60036
60038
60039
60040 R=10'
60037R=10'
60041
60023
60025
60024
60026
60027 R=10'
R=10'60030
60028
60029 R=10'
60032
60033
60034
60031
60042
60043
60044 R=5'
60045
60046
60048
60047
60051
60050
60053
60049
R=20'
R=25'
6005260054
60055
60056 R=100'
60057
60058
60059
60060
R=55'
R=32'R=25'&
7'
5'
25.09
61033
61024
61023
MEET EXISTING
61027
61026
61025
61022
EXISTINGMEET
61028
61032
61031
61030
61029
R=13'
STATION OFFSETPOINT NO.
COORDINATE LIST
EASTINGNORTHING
STATION OFFSETPOINT NO.
COORDINATE LIST
EASTINGNORTHING
R=10'
60060 516+00.84 -33.2852 655100.1085 645877.7861
60059 516+19.85 20.8851 655133.1992 645921.7179
60058 515+74.59 20.1672 655068.3166 645922.6667
60057 515+01.75 20.0000 655007.6556 645879.6966
60056 513+99.75 -78.5288 654995.8402 645745.8228
60055 514+14.69 20.5870 654935.8314 645825.8162
60054 513+89.00 21.0132 654916.3283 645806.4682
60053 513+39.20 45.0000 654865.2520 645780.7255
60052 513+39.20 25.0000 654881.1544 645768.5964
60051 513+26.45 29.5858 654869.7797 645761.2447
60050 513+35.96 45.0000 654863.2892 645778.1520
60049 513+35.96 20.0000 654883.1671 645762.9907
60048 513+06.06 4.9230 654877.0239 645730.0755
60047 513+21.01 24.9615 654870.1566 645754.1138
60046 513+06.44 29.9202 654857.3776 645745.5357
60045 510+25.21 33.7500 654683.7588 645524.9069
60044 510+20.21 20.0000 654691.4723 645512.4745
5'
60041 24.77
61033 509+71.77 -57.0000 654722.0270 645426.7896
61032 509+69.69 -37.0000 654705.0220 645437.5212
61031 509+69.69 -34.0000 654702.6644 645439.3764
61030 509+56.69 -34.0000 654694.6251 645429.1603
61029 509+56.69 -21.0000 654684.4090 645437.1996
61028 509+41.85 -11.8661 654668.0575 645431.1907
61027 508+90.30 -11.6218 654635.9820 645390.8253
61026 508+88.91 -21.0000 654642.4911 645383.9317
61025 508+84.90 -28.0000 654645.5192 645376.4604
61024 508+40.63 -28.0000 654618.1420 645341.6704
61023 508+32.64 -21.0000 654607.6973 645339.7170
61022 508+30.90 -11.5157 654599.1675 645344.2142
25.47
25.3724.79
24.89
25.7225.76
24.93
24.8325.52
25.62
5'
10'
10'
5'
5'
8.3' 7'
STA. 509+41.85 LEFTCURB RAMP GRADING DETAIL
24.93
25.0125.04
24.96
24.80
24.70
24.67
24.77
61028
24.68
5' 5'
2.1'
STA. 509+41.85 RIGHTCURB RAMP GRADING DETAIL (NTS)
60043 510+25.21 20.0000 654694.5643 645516.4037
60042 510+20.21 15.0000 654695.4016 645509.3824
60041 509+41.85 15.0000 654646.9447 645447.8050
60040 509+30.35 25.0000 654631.9744 645444.9518
60039 509+30.35 15.0000 654639.8329 645438.7677
60038 509+23.28 17.9289 654633.1584 645435.0221
60037 509+13.57 13.5000 654630.6322 645424.6501
60036 509+20.64 20.5711 654629.4481 645434.5797
60035 509+13.57 23.5000 654622.7736 645430.8342
60034 513+06.55 36.9194 654851.8766 645749.8646
60033 510+11.84 30.7500 654677.8473 645512.5435
60032 510+11.84 40.7500 654669.9887 645518.7276
60031 510+05.52 38.5000 654667.8488 645512.3699
60030 509+90.00 38.7500 654658.0563 645500.3302
60029 509+96.32 31.0000 654668.0548 645500.5039
60028 509+90.00 28.7500 654665.9149 645494.1461
60027 509+59.55 38.7500 654639.2257 645476.4009
60026 509+59.55 28.7500 654647.0842 645470.2168
60025 509+44.35 25.7500 654640.0428 645456.4176
60024 509+51.95 32.2500 654639.6342 645466.4092
60023 509+44.35 35.7500 654632.1842 645462.6017
25.8225.86
5'
Unofficial Website Copy
WM
JP
505+00
25.11
25.30
25.08
25.53
25.24
25.28
25.98
25.24
26.04
25.5024.77
24.78 25.22
25.02
24.7724.82
25.5324.80
24.8625.32
30.06
24.82
24.78
25.0024.91
24.97
24.97
25.16
25.6
24.9224.9025.14
24.7525.43
24.9124.95
25.35 24.62
25.1725.15 30.93
25.03
25.04
25.45 25.49
25.1
25.1
504+50 505+50
504+00
CO
NC C
ON
C
15"RCP
15"RCP
30"RCP
PY
RA
MID
AV
E
C.B.
C.B.
C.B.
C.B.
30"RCP
GOVERNOR PRINTZ BOULEVARD EXTENSION
8"TC
8"
TC
6"AC.
12" SHP
12" SHP
12" SHP
12" SHP12" SHP 12" SHP
6"AC.6"AC.
6"AC.
4" SHP4" SHP 4" SHP
4" SHP
4" SHP
8"TC8"TC8"TC8"TC
4" S
HP
6"AC.
MF 5592
D.R. 20091201 -0075796
T.P. 06-085.00-134
ABU SAYED
MF 5592
D.R. 20070123 -0007056
T.P. 06-085.00-143
MAYDA F. MONTESDEOCA
EXISTING R/W
EXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
PI 505
+00.00
DEPARTMENT OF TRANSPORTATIONDELAWARE
ADDENDUMS / REVISIONS
NEW CASTLE
T201201102
27
BRIDGE NO.
DESIGNED BY:
CHECKED BY:
COUNTY
CONTRACT
TOTAL SHTS.
SHEET NO.
SIDEWALK IMPROVEMENTSMANOR AVENUE
N/A
25.20
MEET EXISTING
SIDEWALK GRADING DETAILS
GRADES & GEOMETRICS12
6105361041
61057
61059
61061
61064
61063
61062
61058
61056
61054
61055
61060
25.17
25.06
25.15
25.44
25.54
25.56
25.46
25.58
25.60
25.42
25.32
25.52
25.4224.93
24.96
SCALE
FEET
0 5 10 15
25.30 25.20
25.10
25.37
25.27
25.48
MEET EXISTING
5'
5'
5'
61040
8.2'
3.6'
61042
61044
61048
61045
61046
61050
61049
61047
R=10'
R=10'
61051
61043
R=5'
61052
8'
3.5'
5'
5'
5'
N
STATION OFFSETPOINT NO.
COORDINATE LIST
EASTINGNORTHING
STATION OFFSETPOINT NO.
COORDINATE LIST
EASTINGNORTHING
5'
61051 504+59.38 -52.4785 654401.6062 645026.9212
61050 504+61.80 -38.3254 654391.9841 645037.5799
61049 504+58.70 -41.8849 654392.8594 645032.9363
61048 504+59.60 -32.1258 654385.7504 645039.6833
61047 504+56.51 -36.2669 654387.0954 645034.6962
61046 504+48.72 -42.5274 654387.1930 645024.6967
61045 504+51.80 -38.3863 654385.8480 645029.6838
61044 504+55.42 -26.9172 654379.0710 645039.6181
61043 504+59.32 -23.7869 654379.0222 645044.6179
61042 504+54.32 -23.7869 654375.9302 645040.6886
61041 504+49.32 -21.0000 654370.6480 645038.4828
61040 504+49.32 -16.0000 654366.7188 645041.5748
25.41
R=5'
61065
R=10'
R=5'
61065 505+01.52 -39.4709 654417.4484 645068.0868
61064 504+95.13 -53.3290 654424.3833 645054.4902
61063 504+91.51 -42.0052 654413.2439 645058.6458
61062 504+91.53 -39.3955 654411.2052 645060.2751
61061 504+95.06 -41.4381 654414.9940 645061.7867
61060 505+00.06 -41.4077 654418.0621 645065.7348
61059 504+96.07 -38.3862 654413.2240 645064.4725
61058 504+93.56 -33.4280 654407.7723 645065.5623
61057 505+02.73 -29.6130 654410.4443 645075.1269
61056 504+98.74 -26.5915 654405.6062 645073.8647
61055 504+94.76 -23.5701 654400.7682 645072.6024
61054 504+99.76 -23.5701 654403.8602 645076.5317
61053 505+04.76 -21.0000 654404.9325 645082.0504
61052 505+04.76 -16.0000 654401.0033 645085.1424
Unofficial Website Copy
WM
JP
CH
APEL
AV
E
C.B.
15"
RC
PC
ON
C
30"RCP
CO
NC
30"RCP
25.65
25.63
25.91
26.23
26.27
25.78
25.7426.01
26.41
26.35
29.72
26.3126.41
29.91
25.49
25.58
25.80
25.46 25.69
25.83
25.38
26.08
26.09
25.41
25.76
25.53
25.48
25.37
25.33
25.69
26.16
25.97
GOVERNOR PRINTZ BOULEVARD EXTENSION
C.B.
DP&L
51236-45252
12" SHP
4" SHP
6"AC.
8"TC
12" SHP
8"
TC
4" SHP
8"TC
6"AC.
4" SHP
8"TC
6"AC.
4" SHP
8"TC
6"AC.
4" SHP8"TC
6"AC.
4" SHP8"TC
6"AC.
12" SHP 12" SHP 12" SHP 12" SHP
MF 5592
D.R. 1652 165
T.P. 06-085.00-144
HUSBAND AND WIFE
KAMINI PATEL & DUSHYANT PATELMF 5592
D.R. 20110708 -0034146
T.P. 06-085.00-154
SJ INVESTMENT GROUP INC
EXISTING R/WEXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
THR
OAT
DEPARTMENT OF TRANSPORTATIONDELAWARE
ADDENDUMS / REVISIONS
NEW CASTLE
T201201102
27
BRIDGE NO.
DESIGNED BY:
CHECKED BY:
COUNTY
CONTRACT
TOTAL SHTS.
SHEET NO.
SIDEWALK IMPROVEMENTSMANOR AVENUE
N/A
SIDEWALK GRADING DETAILS
GRADES & GEOMETRICS13
SCALE
FEET
0 5 10 15
507+00 508+00
26.1225.68
25.72
25.96
26.06
26.06
26.16
25.88
25.8
0
26.09
26.18
26.1226.20
MEET EXISTING
26.22
61080 61082
61081
61084
6108361085
R=10'
R=10'
61086
61097
61096
61095
61094
61092
R=5'
R=10'
61093
61091
61089
61090
61088
R=5'
5'
5'
5'
5'
5' 5
'
5'
5'
7.1'
4.5'
61100
61102
61103
61104
61106
61107
61105
61108
61109
61110
61101
61112
R=10'
61115
R=10'
R=10'
R=5'
6111661114
5'
5'
5'5'
9.1'
7.4'
11.1'
8.5'
25.50
25.53
25.44
25.40
25.50
25.6425.56
26.0625.96
26.06 26.16
25.62
25.8625.64
26.00
26.10
25.93
26.0
2
61113
61111
5'
MEET EXISTING
61098
61087
STATION OFFSETPOINT NO.
COORDINATE LIST
EASTINGNORTHING
STATION OFFSETPOINT NO.
COORDINATE LIST
EASTINGNORTHING
N
61099
61097 507+15.28 -50.7800 654558.5214 645229.0703
61096 507+14.25 -41.7218 654550.7659 645233.8623
61095 507+09.28 -42.2868 654548.1377 645229.6088
61094 507+13.65 -39.8610 654548.9350 645234.5448
61093 507+17.77 -39.5589 654551.2429 645237.9661
61092 507+07.77 -39.5617 654545.0611 645230.1058
61091 507+16.51 -34.7099 654546.6558 645239.9778
61090 507+14.19 -30.5339 654541.9410 645240.7394
61089 507+18.56 -28.1080 654542.7384 645245.6754
61088 507+13.56 -28.1080 654539.6463 645241.7462
61087 507+13.56 -26.0000 654537.9897 645243.0498
61086 507+13.56 -21.0000 654534.0605 645246.1418
61085 507+01.38 -21.0000 654526.5266 645236.5680
61084 507+01.38 -11.0000 654518.6681 645242.7522
61083 506+98.96 -20.7014 654524.7921 645234.8467
61082 506+80.73 -21.2986 654513.9897 645220.1537
61081 506+78.30 -31.0000 654520.1137 645212.2483
61080 506+78.30 -21.0000 654512.2552 645218.4324
61116 507+87.84 -21.0000 654579.9908 645304.5085
61115 507+87.84 -31.0000 654587.8493 645298.3244
61114 507+85.40 -21.3000 654578.7232 645302.4126
61113 507+67.23 -20.7000 654567.0126 645288.5013
61112 507+64.80 -11.0000 654557.8865 645292.5896
61111 507+64.80 -21.0000 654565.7450 645286.4055
61110 507+50.81 -49.4639 654579.4626 645257.8099
61109 507+48.26 -40.6733 654570.9792 645261.2441
61108 507+51.65 -41.8513 654573.9970 645263.1743
61107 507+56.62 -42.3968 654577.4993 645266.7427
61106 507+58.26 -40.7247 654577.2035 645269.0708
61105 507+53.05 -38.8886 654572.5392 645266.1125
61104 507+51.14 -33.7082 654567.2833 645267.8105
61103 507+58.73 -33.1276 654571.5202 645274.1334
61102 507+55.16 -29.6194 654566.5600 645273.5032
61101 507+51.60 -26.1111 654561.5999 645272.8731
61100 507+56.60 -26.1111 654564.6919 645276.8023
61099 507+56.60 -26.0000 654564.6046 645276.8710
61098 507+56.60 -21.0000 654560.6754 645279.9631
R=5'
Unofficial Website Copy
14
CONSTRUCTION DETAILSSCALE AS NOTED
N.T.S.
PARKING BUMPER LAYOUT DETAIL
3'
1'6'
18'
8'
PARKING BUMPER
PROPOSED SIDEWALK
DEPARTMENT OF TRANSPORTATIONDELAWARE
ADDENDUMS / REVISIONS
NEW CASTLE
T201201102
27
WM
JP
BRIDGE NO.
DESIGNED BY:
CHECKED BY:
COUNTY
CONTRACT
TOTAL SHTS.
SHEET NO.
SIDEWALK IMPROVEMENTSMANOR AVENUE
N/A
STRIPING (ITEM 748548)
5" SOLID WHITE EPOXY RESIN PAVEMENT
Unofficial Website Copy
NOT TO SCALE
FLAGGER LOCATION
CONSTRUCTION SAFETY FENCE
CONSTRUCTION SAFETY FENCE / LENGTH
TRUCK WITH MOUNTED ATTENUATOR
WORK AREA - ACTIVE PHASE
TEMPORARY CONSTRUCTION
TEMPORARY PAVEMENT MARKING ARROW
ROAD WORK
END
PHASE
CONCRETE SAFETY BARRIER - PORTABLE
CONSTRUCTION PHASING & M.O.T
BARRICADE, TYPE 3
CONSTRUCTION WARNING SIGN
PHASING TRAFFIC FLOW ARROW
DRUM - TRAFFIC CONTROL
CRASH CUSHION ARRAY
CONSTRUCTION WARNING SIGN LOCATION
CSF
XXX
CSF
15
MAINTENANCE OF TRAFFIC NOTES
PROJECT NOTES FOR SEDIMENT AND STORMWATER MANAGEMENT
EROSION CONTROL PLANSCONSTRUCTION PHASING, MOT &
DWB
SILT FENCE / LENGTH
SILT FENCE - REINFORCED
ED
PST
RSF
SB
SBD
SCE
SF
ST
ST
ST
SW
TSD
SEDIMENT TRAP / NUMBER
EARTH DIKE
STONE CHECK DAM
TEMPORARY SWALE
INLET SEDIMENT CONTROL
PERIMETER DIKE/SWALE
PORTABLE SEDIMENT TANK
SANDBAG DIKE
SANDBAG DIVERSION
STABILIZED CONSTRUCTION ENTRANCE
SILT FENCE
SEDIMENT TRAP
SEDIMENT TRAP PIPE OUTLET
STILLING WELL
TEMPORARY SLOPE DRAIN
SF
ST
EROSION & SEDIMENT CONTROL
SEDIMENT TRAP WITH INLET AS OUTLET
DEWATERING BASIN
DEWATERING BAG
TURBIDITY CURTAIN / LENGTH
TURBIDITY CURTAINT
SP SUMP PIT
SILT FENCE SHALL HAVE SEDIMENT REMOVED WHEN IT REACHES 50 PERCENT OF THE HEIGHT OF FENCE.
SEDIMENT REMOVAL:2.
AT THE END OF EACH WORKDAY.
PROJECT. ALL PAVED SURFACES ADJOINING THE PROJECT LIMITS SHALL BE LEFT IN A BROOM CLEAN CONDITION
IT IS INTENDED THAT MUD TRACKING BE ELIMINATED ON ALL STATE MAINTAINED ROADWAYS ADJOINING THE
CONSTRUCTION ENTRANCES:1.
CONSTRUCTION ACTIVITIES PRIOR TO CONSTRUCTION PHASING & MOT
DETERMINED BY THE ENGINEER.
MESSAGE SIGNS AT LOCTIONS DIRECTED BY THE ENGINEER. SIGN MESSAGE TO BE
TWO WEEKS PRIOR TO START OF CONSTRUCTION, INSTALL PORTABLE CHANGEABLE 4.
INSTALL ADVANCE SIGNS.3.
AS NECESSARY (DURING CONSTRUCTION PHASING AND MOT.)
PERFORM UTILITY COMPANY OR CONTRACTOR ADJUSTMENT OF UTILITY FACILITIES 2.
PROVIDE ROW STAKEOUT.1.
TRAFFIC OFFICERS SHALL BE USED ONLY AS DIRECTED BY THE ENGINEER.5.
APPROVED BY THE ENGINEER.
LENGTH OF WORK ZONE AND LOCATION OF TA-10 TAPERS CAN BE ADJUSTED IN THE FIELD AS 4.
SIGNS IN THE APPROPRIATE LOCATION.
BY THE ENGINEER; OR CONCRETE MEDIANS PREVENT THE INSTALLATION OF THE PERMANENT
CONTRACTOR CAN DEMONSTRATE THAT A UTILITY CONFLICT EXISTS, WHICH SHALL BE VERIFIED
WORK AREA. THE USE OF SKID MOUNTED SIGN SUPPORTS IS NOT ALLOWED UNLESS THE
AREA AND AN "END ROAD WORK" SIGN SHALL BE LOCATED 500 FEET DOWNSTREAM OF THE
SIGN SHALL BE PLACED AT A DISTANCE NOT LESS THAN 500 FEET IN ADVANCE OF THE WORK
WORK AREA. ON INTERSECTING ROADWAYS WITHIN THE PROJECT LIMITS, A "ROAD WORK AHEAD"
DIRECTIONS. AN "END ROAD WORK" SIGN SHALL BE LOCATED 500 FEET DOWNSTREAM FROM THE
"ROAD WORK AHEAD" SHALL BE INSTALLED IN ADVANCE OF THE WORK AREA IN BOTH
WITHIN THE MAINLINE WORK AREA, PERMANENT ADVANCE WARNING SIGNS WITH THE LEGEND 3.
DELAWARE MUTCD.
VERTICAL DIFFERENCES SHALL BE CORRECTED IN ACCORDANCE WITH TABLE 6G-1 OF THE
WOULD BE PAID FOR UNDER THE RESPECTIVE CONTRACT MATERIAL ITEM.
EVENTUALLY UTILIZED AS PART OF A PERMANENT ROADWAY AT WHICH TIME THE MATERIAL
ROADWAY MATERIAL (TRM) USED TO PROTECT EDGE DROP-OFFS, UNLESS THE MATERIAL IS
PAY ITEM. NO SEPARATE PAYMENT SHALL BE MADE FOR MILLINGS OR GABC TEMPORARY
AND USED IN THE NEXT SEGMENT AND SHALL BE INCIDENTAL TO THE PARTICULAR BASE COURSE
6G-1 AND SHALL BE COMPACTED. EXCESS BASE COURSE MATERIAL SHALL BE PUSHED AHEAD
COURSE MATERIAL SHALL BE PLACED AT NO GREATER THAN THE SLOPE SPECIFIED IN TABLE
ACCESS SHALL BE INCIDENTAL TO ITEM NO. 743000 - MAINTENANCE OF TRAFFIC. THE BASE
BETWEEN TRAVEL LANES AND PAVEMENT BOX, EDGE OF TRAVELWAY, DRIVEWAY OR ENTRANCE
GRADING AND MAINTAINING BASE COURSE THAT IS BEING USED FOR ROADWAY WEDGE/FILLET
E. EDGE OF ROADWAY DROPOFF
PROPOSED ROAD CONSTRUCTION
EDGE DROP-OFFS ADJACENT TO LIVE ROADWAY(LANE, SHOULDER, OR TURN LANE) AND THE D.
LOW VOLUME ACCESS RAMPS (IDENTIFIED IN THE CONTRACT DOCUMENTS)C.
ENTRANCESB.
DRIVEWAYSA.
MATERIAL FROM UNRAVELING:
PATCH. ALL MILLINGS AND GABC WILL BE ROLLED AND COMPACTED TO HELP PREVENT THE
NOTED IN THE PLANS OR DIRECTED BY THE ENGINEER TO USE BITUMINOUS CONCRETE OR COLD
BUSINESS, RESIDENCE, OR EDGE DROP OFF NEEDS TO BE MAINTAINED UNLESS OTHERWISE
MILLINGS OR GABC SHALL BE USED AT THE FOLLOWING LOCATIONS WHERE ACCESS TO A
MILL BITUMINOUS CONCRETE SHALL BE PAID UNDER THE BITUMINOUS CONCRETE MILLING ITEM.
BITUMINOUS CONCRETE WEDGE SHALL BE PAID AS NOTED IN THE CONTRACT DOCUMENTS. TAPER
APPROVED BY THE ENGINEER. PAYMENT FOR COLD PATCH, BITUMINOUS CONCRETE, OR
BITUMINOUS CONCRETE WEDGE, OR TAPER MILL, AS NOTED IN THE CONTRACT DOCUMENTS OR
DESIGNATED TO BE USED IN THE CONTRACT PLANS. USE COLD PATCH, BITUMINOUS CONCRETE,
DROP-OFFS (MILLING AND PAVING OPERATIONS) IS PROHIBITED UNLESS IT IS OTHERWISE
SURFACE, POTHOLE REPAIR, TAPERED EDGE FOR UTILITIES, BUTT JOINTS, AND LONGITUDINAL
ENTRANCES AND ACCESS RAMP FOR THE PURPOSE OF PROVIDING A TEMPORARY ROADWAY
THE USE OF MILLINGS AND GABC IN THE TRAVEL WAY, TEMPORARY TRAVEL WAY, HIGH VOLUME 2.
AVENUE FROM 8AM TO 3PM, MONDAY THROUGH FRIDAY
LANE CLOSURES ARE PERMITTED ON GOVERNOR PRINTZ BOULEVARD EXTENSION AND MANOR
EACH WORKDAY.
TA-10 OF THE DELAWARE MUTCD. ALL LANE CLOSURES SHALL BE REMOVED AT THE END OF
MAINTENANCE OF TRAFFIC DURING LANE CLOSURES SHALL CONFORM TO TYPICAL APPLICATION 1.
DEPARTMENT OF TRANSPORTATIONDELAWARE
ADDENDUMS / REVISIONS
NEW CASTLE
T201201102
27
WM
JP
BRIDGE NO.
DESIGNED BY:
CHECKED BY:
COUNTY
CONTRACT
TOTAL SHTS.
SHEET NO.
SIDEWALK IMPROVEMENTSMANOR AVENUE
N/A
Unofficial Website Copy
500+00 501+00 502+00 503+00 504+00 505+00 506+00 507+00 508+00 509+00
PI 505
+00.00
DP&L
51236-45252
DP&L
51201
14"AC. 14"AC.14"AC.
42"RCP
24"24"
8"TC
8"
TC
8"TC8"TC8"TC
8"
TC
8"
TC
8"
TC
42"RCP
14"AC.
14"AC.
24" 24"
42"RCP 42"RCP
24"
42"RCP
8"TC 8"TC
42"RCP
24"
6"AC.6"AC.6"AC.
6"AC.
12" SHP 12" SHP
12" SHP 12" SHP 12" SHP
4" SHP4" SHP
4" SHP4" SHP 4" SHP
24" SHP 24" SHP24" SHP 24" SHP 24" SHP
24" SHP
26" N GAS
26" N GAS
26" 0 GAS
26" 0 GAS
EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
WEXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
T.P. 06-085.00-142
T.P. 06-085.00-141
T.P. 06-085.00-140
T.P. 06-085.00-139
T.P. 06-085.00-073
FAP I-495-3(4)(PART)
64-01-062
STATE OF DELAWARE
MF 680
D.R. 2331 69
T.P. 06-084.00-648
DOUGLAS P & KRISTIN C DURKEE
MF 5592
D.R. 1204 163
T.P. 06-085.00-133
HUSBAND & WIFE
JEAN C. BLAIER
WERNER K. BLAIER, SR. &
MF 5592
D.R. 20091201 -0075796
T.P. 06-085.00-134
ABU SAYED
MF 5592
D.R. 20070123 -0007056
T.P. 06-085.00-143
MAYDA F. MONTESDEOCA
MF 5592
D.R. 1652 165
T.P. 06-085.00-144
HUSBAND AND WIFE
KAMINI PATEL & DUSHYANT PATEL
MF 5592
D.R. 2
01107
08 -0034
14
6
T.P. 0
6-085.0
0-154
SJ IN
VE
ST
ME
NT
GR
OU
P IN
C
MF 5592
D.R. M117 277
WR 145518
T.P. 06-085.00-155
DELVINA J. JOYCE1-L
2-L 3-L
4-L
5-L
1-R
4-L
MF 5592
D.R. 2
01107
08 -0034
14
6
T.P. 0
6-085.0
0-154
SJ IN
VE
ST
ME
NT
GR
OU
P IN
C
+
+
+
+
TRAV. PT 200
GRAVEL
TRAV. PT 203
5' CHAIN LINK
CONC
MAC
28"MAPLE
MAC
+
4' SPLIT RAIL
CO
NC
CO
NC
5' CHAIN LINK
MAC
CONC
TRAV. PT 202
FO
RR
ES
T
AV
E
PY
RA
MID
AV
E
CH
APEL
AV
E
GOVERNOR PRINTZ BLVD. EXTENSION
CO
NC
WO
ODS
32"MAPLEGRASS
GRASS
IN CONC3IN IP
CO
NC CO
NC
CO
NC
CO
NC
DEPARTMENT OF TRANSPORTATIONDELAWARE
ADDENDUMS / REVISIONS
NEW CASTLE
T201201102
27
SCALE
FEET
0 30 60 90WM
JP
BRIDGE NO.
DESIGNED BY:
CHECKED BY:
COUNTY
CONTRACT
TOTAL SHTS.
SHEET NO.
SIDEWALK IMPROVEMENTSMANOR AVENUE
N/A
509+00 510+00 511+00 512+00
PI 510
+00.00
14"AC.
42"RCP
24"
8"TC
8"
TC
24"
42"RCP
14"AC.14"AC.
6"AC.
12" SHP12" SHP
4" SHP
24" SHP
26" 0 GAS
26" N GAS
26" 0 GAS
EXISTING R/WEXISTING R/W
27"RCP
=21.01'
27"RCP
=21.08'
INV EL
=19.20'
6' PRIVACY
15"RCP
BLOCK GARAGE
DIR. ONLY
18"RCPINV EL=19.22'
6' PRIVACY
20"GUM
INV EL=19.09'
INV EL=20.41'
18"RCP
INV EL=19.08'
INV ELINV EL
=20.51'
6"DOGWOOD
INV EL
=18.61'
6'
CH
AIN
LIN
K
INV EL=20.74'
15"MAPLEINV EL INV EL
=18.62'
INV EL
=20.74'
6"-8"CEDARS
INV EL=19.25'
METAL SHED
30"RCP TRAV. PT 201
RCP
15"
CA
STLE
AV
E
GOVERNOR PRINTZ BOULEVARD EXTENSION
1"PIPE1"PIPE
6"DOGWOOD3"PIPE
3"PIPE LEANING
STEEL PIPE
5-L
PI 510
+53.00
16
MA
TC
HLIN
E S
TA
TIO
N
509+
00
N
PHASE 1
L
PHASE 1
EROSION CONTROL PLANS
CONSTRUCTION PHASING, MOT &
MA
TC
HLIN
E S
TA
TIO
N
509+
00
(WORKING HOURS)PLASTIC DRUM
(NON-WORKING HOURS)PLASTIC DRUM
(NTS)
PHASE 1 TYPICAL SECTION
(WORKING HOURS)TRAFFIC
(NON-WORKING HOURS)TRAFFIC
(NON-WORKING HOURS)TRAFFIC
LBCONSTRUCTION
THE ENGINEER.
REMOVE E&S DEVICES AFTER AREA HAS BEEN STABILIZED AS DETERMINED BY 6.
PLACE TOPSOIL, SEED AND MULCH.5.
CONSTRUCT SIDEWALK, CURB AND ROADWAY PATCH. (LEFT OF B)4.
ARE LEFT AT THE END OF THE WORK DAY.
BE BROUGHT UP TO GRADE OR COVERED SO THAT NO VERTICAL DIFFERENCES
REMOVE EXISTING INLET AND CONSTRUCT NEW INLET (507+50 LEFT). AREA MUST 3.
INSTALL E&S DEVICES AS SHOWN.2.
SET-UP MOT DEVICES AND SIGNS (USE DELDOT TA-10). 1.
Unofficial Website Copy
508+00 509+00 510+00 511+00 512+00 513+00 514+00
515+00
516
+00
517
+00
518
+00
PI 510
+00.00
PI 510
+53.00
PC 513
+65.15
PT 514
+56.02
PC 515
+71.
61
PT 516+21.83
POE 518+00.00
PI 514
+10.94
PI 5
16+00.6
4
51293-4
5313 DP
&L
51296-4
5315
42"R
CP
DP&L
51236-45252
DP
&L
512
99-4
5303
512
99-4
5303
DP
&L
14"AC.
8"TC
42"
RC
P
8"
TC
8"TC
42"RCP
24"
8"TC
8"TC
8"
TC
14"AC.
42"RCP
24" 24"
42"RCP
14"AC.14"AC.
8"TC
6"AC.
6"
CI
6"
CI
6"AC.
12" SHP 12" SHP12" SHP
12" SHP 12" SHP
12" S
HP
2" S
4" SHP
24" SHP 24" SHP
24" S
HP
26"
N
GA
S
26" 0 GAS
26" 0
GA
S
26" N GAS
26" 0 GAS
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTIN
G R/
W
EXISTING R/W
EXISTING R/WEXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTING R/W
EXISTING R/W
EXISTING R/W
47.0
0'
47.0
0'
FAP I-495-3(4)(PART)
64-01-062
STATE OF DELAWARE
MF 5592
D.R. 2
01107
08 -0034
14
6
T.P. 0
6-085.0
0-154
SJ IN
VE
ST
ME
NT
GR
OU
P IN
C
MF 680
D.R. X106 280
T.P. 06-085.00-108
MARRIED MAN
CHARLES R. HUMPHREYS
MF 5592
D.R. M117 277
WR 145518
T.P. 06-085.00-155
DELVINA J. JOYCE
MF 325
D.R. 2
618 106
WR 139532
T.P. 0
6-085.0
0-110
CA
TH
ERIN
E
CA
NN
A
MF 325
D.R. 2
0090331 -0018338
T.P. 0
6-085.0
0-111
DA
N
WE
BE
R
MF 325
D.R. 2
194
18
T.P. 0
6-085.0
0-113
DA
WN
E.
HO
WE
R
MF 325
D.R. 20140501-0018017
T.P. 06-085.00-115
SCHANTZ
VALERIE ANN SCHANTZ AND BRETT M.
MF 325
D.R. R100 298
T.P. 06-085.00-117
LEEANNE HOFF HIS WIFE
DALE RICHARD HOFF JR. &
MF 20060622-0059760
D.R. 20121214-0073877
T.P. 06-072.00-025
THE ARCHMERE FUND
ALLEY
4-L
5-L
1-R
MF 325
D.R. 2
014
1113- 005097
5
T.P. 0
6-085.0
0-112
JO
HN
VA
NV
UR
ES,
TR
US
TE
E
MF 325
D.R. 20150909-0045953
T.P. 06-085.00-116
DONNA SHERWOOD
MF 20051206-0125949
D.R. 20060505 -0043778
T.P. 06-085.00-169
VANESSA L. ROBINSON
4-L
MF 5592
D.R. 2
01107
08 -0034
14
6
T.P. 0
6-085.0
0-154
SJ IN
VE
ST
ME
NT
GR
OU
P IN
C
EXIS
TIN
G
R/
W
+++
+
+
+
+
+
++
+
3"MAPLE
DL=5'
6' IR
ON
3"MAPLE DL=5'
GR
ANIT
E
CU
RB
6' PRIVACY
CONC
BLOCK GARAGE
28"MAPLE
MAC
+
12"MAPLE
26"MAPLE
6' PRIVACY
CO
NC
20"GUM
CO
NC
5' CHAIN
LINK
+
6"DOGWOOD
MAC
6'
CH
AIN
LIN
K
15"MAPLE
24"OAKCONC
CO
NC
6"-8"CEDARSMETAL SHED
3"CEDARS
GR
ANIT
E
CU
RB
CONC
TRAV. PT 205
TRAV. PT 204
TRAV. PT 201TRAV. PT 202
CH
APEL
AV
E
CA
STLE
AV
E
ROUTE 495
GOVERNOR PRINTZ BOULEVARD EXTENSION
MA
NO
R
AV
EN
UE
1"PIPE1"PIPE
2"PIPE
1"PIPE
2"PIPE
1"PIPE- LEANING
10" WALNUT
12" L
OC
UST
10" L
OC
UST
DL=50'
12" W
ALN
UT
8" W
ALN
UT
18"
WALN
UT
8" LO
CUST
6" LO
CUST
10" LO
CUST
DL=10'
WO
ODS
32"MAPLEGRASS
GRASS8" PINE
GRASS
GRASS
GR
ASS
WOODS
WOODS
1"PIP
E
WOODS
GRASS
6"DOGWOOD
1"PIPE
3"PIPE3"PIPE LEANING
STEEL PIPE
1" OPEN
5-L
DEPARTMENT OF TRANSPORTATIONDELAWARE
ADDENDUMS / REVISIONS
NEW CASTLE
T201201102
27
SCALE
FEET
0 30 60 90WM
JP
BRIDGE NO.
DESIGNED BY:
CHECKED BY:
COUNTY
CONTRACT
TOTAL SHTS.
SHEET NO.
SIDEWALK IMPROVEMENTSMANOR AVENUE
N/A
17
N
PHASE 2
PHASE 2
EROSION CONTROL PLANS
CONSTRUCTION PHASING, MOT &
L
(NTS)
PHASE 2 TYPICAL SECTION
LBCONSTRUCTION
SF
715
8'
(WORKING HOURS)PLASTIC DRUM
(NON-WORKING HOURS)PLASTIC DRUM
(WORKING HOURS)TRAFFIC
(NON-WORKING HOURS)TRAFFIC
(NON-WORKING HOURS)TRAFFIC
TYPICAL
18' T
YPIC
AL
SIDEWALK
SIDEWALK
PARKING AREA (NTS)
PHASE 2 TEMPORARY STRIPING DETAIL
REMOVE E&S DEVICES AFTER AREA HAS BEEN STABILIZED AS DETERMINED BY THE ENGINEER.9.
INSTALL TEMPORARY STRIPING FOR PARKING AREA.8.
(LST-4 & LST-5).
REVISE THE TA-10 MOT SET-UP TO ENABLE THE CONSTRUCTION OF LIGHTING ON LEFT SIDE 7.
PLACE TOPSOIL, SEED AND MULCH.6.
SHOWN ON PLANS.
CONSTRUCT NEW FENCE, REMOVE TEMPORARY FENCE AND REPLACE PERMANENT FENCE WHERE 5.
INSTALL LIGHTING ON RIGHT SIDE (LST-1, LST-2 & LST-3)4.
GRADING, ROADWAY PATCH, PAVEMENT WIDENING, GUARDRAIL, CURB & SIDEWALK (RIGHT OF B).
INSTALL TEMPORARY FENCE, REMOVE EXISTING FENCE WHERE SHOWN ON PLANS, CONSTRUCT 3.
INSTALL E&S DEVICES AS SHOWN.2.
FROM STA. 501+00 TO 507+00 ONLY.
SET-UP MOT DEVICES AND SIGNS (USE DELDOT TA-10). ALLOW PARKING ALONG RIGHT SIDE 1.
(ITEM 748019)TEMPORARY MARKINGS, PAINT, 4"
COST TO BE INCLUDED IN MOT LUMP SUM.
RESTORED.
REPLACE PERMANENT FENCE AFTER AREA IS
REMOVE TEMPORARY CHAIN LINK FENCE AND
MINIMUM REQUIRED TO CONSTRUCT THE WORK.
DETERMINED IN FIELD AND SHOULD BE THE
LENGTH OF FENCE REMOVAL TO BE
BLANKET MULCH INSTALLATION.
AND ITEM 908020 - EROSION CONTROL
FACILITATE GRADING, DITCH CONSTRUCTION
TEMPORARILY REMOVE EXISTING FENCE TO
IN-GROUND POSTS.
SECURE AREA. FENCE TO BE INSTALLED ON
INSTALL TEMPORARY CHAIN LINK FENCE TO
LST-1 LST-2
LST-3
LST-4
LST-5Unofficial Website Copy
DP&L
51236-45252
DP&L
51201
14"AC. 14"AC.14"AC.
42"RCP
24"24"
8"TC
8"
TC
8"TC8"TC8"TC
8"
TC
8"
TC
8"
TC
42"RCP
14"AC.
14"AC.
24" 24"
42"RCP 42"RCP
24"
42"RCP
8"TC 8"TC
42"RCP
24"
6"AC.6"AC.6"AC.
6"AC.
12" SHP 12" SHP
12" SHP 12" SHP 12" SHP
4" SHP4" SHP
4" SHP4" SHP 4" SHP
24" SHP 24" SHP24" SHP 24" SHP 24" SHP
24" SHP
26" N GAS
26" N GAS
26" 0 GAS
26" 0 GAS
EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
WEXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
T.P. 06-085.00-142
T.P. 06-085.00-141
T.P. 06-085.00-140
T.P. 06-085.00-139
T.P. 06-085.00-073
FAP I-495-3(4)(PART)
64-01-062
STATE OF DELAWARE
MF 680
D.R. 2331 69
T.P. 06-084.00-648
DOUGLAS P & KRISTIN C DURKEE
MF 5592
D.R. 1204 163
T.P. 06-085.00-133
HUSBAND & WIFE
JEAN C. BLAIER
WERNER K. BLAIER, SR. &
MF 5592
D.R. 20091201 -0075796
T.P. 06-085.00-134
ABU SAYED
MF 5592
D.R. 20070123 -0007056
T.P. 06-085.00-143
MAYDA F. MONTESDEOCA
MF 5592
D.R. 1652 165
T.P. 06-085.00-144
HUSBAND AND WIFE
KAMINI PATEL & DUSHYANT PATEL
MF 5592
D.R. 2
01107
08 -0034
14
6
T.P. 0
6-085.0
0-154
SJ IN
VE
ST
ME
NT
GR
OU
P IN
C
MF 5592
D.R. M117 277
WR 145518
T.P. 06-085.00-155
DELVINA J. JOYCE1-L
2-L 3-L
4-L
5-L
1-R
4-L
MF 5592
D.R. 2
01107
08 -0034
14
6
T.P. 0
6-085.0
0-154
SJ IN
VE
ST
ME
NT
GR
OU
P IN
C
500+00 501+00 502+00 503+00 504+00 505+00 506+00 507+00 508+00 509+00
PI 505
+00.00
+
+
+
+
TRAV. PT 200
GRAVEL
TRAV. PT 203
5' CHAIN LINK
CONC
MAC
28"MAPLE
MAC
+
4' SPLIT RAIL
CO
NC
CO
NC
5' CHAIN LINK
MAC
CONC
TRAV. PT 202
FO
RR
ES
T
AV
E
PY
RA
MID
AV
E
CH
APEL
AV
E
GOVERNOR PRINTZ BLVD. EXTENSION
CO
NC
WO
ODS
32"MAPLEGRASS
GRASS
GRASS
IN CONC3IN IP
WO
ODS
CO
NC C
ON
C
DEPARTMENT OF TRANSPORTATIONDELAWARE
ADDENDUMS / REVISIONS
NEW CASTLE
T201201102
27
SCALE
FEET
0 30 60 90WM
JP
BRIDGE NO.
DESIGNED BY:
CHECKED BY:
COUNTY
CONTRACT
TOTAL SHTS.
SHEET NO.
SIDEWALK IMPROVEMENTSMANOR AVENUE
N/A
42"RCP
24"
8"TC
8"
TC
14"AC.14"AC.
6"AC.
12" SHP12" SHP
4" SHP
24" SHP
26" N GAS
26" 0 GAS
EXISTING R/WEXISTING R/W
MF 680
D.R. X106 280
T.P. 06-085.00-108
MARRIED MAN
CHARLES R. HUMPHREYS
MF 5592
D.R. M117 277
WR 145518
T.P. 06-085.00-155
DELVINA J. JOYCE
MF 325
D.R. 2
618 106
WR 139532
T.P. 0
6-085.0
0-110
CA
TH
ERIN
E
CA
NN
A
509+00 510+00 511+00
6' PRIVACY
CONC
TRAV. PT 201
3"PIPE3"PIPE
SIDEWALK CLOSEDAHEAD
CROSS HERE
18
MA
TC
HLIN
E S
TA
TIO
N
509+
00
N
PHASE 3
PHASE 3
EROSION CONTROL PLANS
CONSTRUCTION PHASING, MOT &
CA
STLE
AV
E
MA
TC
HLIN
E S
TA
TIO
N
509+
00
L
(WORKING HOURS)PLASTIC DRUM
(NON-WORKING HOURS)PLASTIC DRUM
(WORKING HOURS)TRAFFIC
(NON-WORKING HOURS)TRAFFIC
(NON-WORKING HOURS)TRAFFIC
LBCONSTRUCTION
(NTS)
PHASE 3 TYPICAL SECTION (TA-10)
NON-WORKING HOURS.
CAN REMAIN IN PLACE DURING WORKING AND
(CLOSURE OF PARKING AREA AND SHOULDER)
DRUMS USED FOR DELDOT TA-3 APPLICATION NOTE:
SF
850
THE ENGINEER.
REMOVE E&S DEVICES AFTER AREA HAS BEEN STABILIZED AS DETERMINED BY 5.
PLACE TOPSOIL, SEED AND MULCH.4.
RIGHT OF B).
CONSTRUCT GRADING, ROADWAY PATCH, CURB & SIDEWALK (TO STA 508+85 3.
INSTALL E&S DEVICES AS SHOWN. 2.
ALONG RIGHT SIDE FROM STA. 510+25 TO 513+00 ONLY.
SET-UP MOT DEVICES AND SIGNS (USE DELDOT TA-3 & TA-10). ALLOW PARKING 1.
Unofficial Website Copy
DEPARTMENT OF TRANSPORTATIONDELAWARE
ADDENDUMS / REVISIONS
NEW CASTLE
T201201102
27
SCALE
FEET
0 30 60 90WM
JP
BRIDGE NO.
DESIGNED BY:
CHECKED BY:
COUNTY
CONTRACT
TOTAL SHTS.
SHEET NO.
SIDEWALK IMPROVEMENTSMANOR AVENUE
N/A
DP&L
51236-45252
14"AC.14"AC.
42"RCP42"RCP
24" 24"
8"TC
8"TC
8"
TC
8"TC
8"
TC
14"AC.
14"AC.
24"
42"RCP
8"TC
42"RCP
24" 24"
42"RCP
14"AC.14"AC.
6"AC. 6"AC.6"AC.
12" SHP 12" SHP 12" SHP12" SHP
12" SHP4" SHP
4" SHP 4" SHP
24" SHP 24" SHP24" SHP 24" SHP
24" S
HP
26" 0 GAS
26" N GAS
26" N GAS
26" 0 GAS
26" 0 GAS
EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
T.P. 06-085.00-142
T.P. 06-085.00-141
T.P. 06-085.00-140
T.P. 06-085.00-139
FAP I-495-3(4)(PART)
64-01-062
STATE OF DELAWARE
MF 5592
D.R. 20070123 -0007056
T.P. 06-085.00-143
MAYDA F. MONTESDEOCA
MF 5592
D.R. 1652 165
T.P. 06-085.00-144
HUSBAND AND WIFE
KAMINI PATEL & DUSHYANT PATEL
MF 5592
D.R. 2
01107
08 -0034
14
6
T.P. 0
6-085.0
0-154
SJ IN
VE
ST
ME
NT
GR
OU
P IN
C
MF 680
D.R. X106 280
T.P. 06-085.00-108
MARRIED MAN
CHARLES R. HUMPHREYS
MF 5592
D.R. M117 277
WR 145518
T.P. 06-085.00-155
DELVINA J. JOYCE
MF 325
D.R. 2
618 106
WR 139532
T.P. 0
6-085.0
0-110
CA
TH
ERIN
E
CA
NN
A
MF 325
D.R. 2
0090331 -0018338
T.P. 0
6-085.0
0-111
DA
N
WE
BE
R
MF 325
D.R. 2
194
18
T.P. 0
6-085.0
0-113
DA
WN
E.
HO
WE
R
2-L 3-L
4-L
5-L
MF 325
D.R. 2
014
1113- 005097
5
T.P. 0
6-085.0
0-112
JO
HN
VA
NV
UR
ES,
TR
US
TE
E
MF 20051206-0125949
D.R. 20060505 -0043778
T.P. 06-085.00-169
VANESSA L. ROBINSON
4-L
MF 5592
D.R. 2
01107
08 -0034
14
6
T.P. 0
6-085.0
0-154
SJ IN
VE
ST
ME
NT
GR
OU
P IN
C
506+00 507+00 508+00 509+00 510+00 511+00 512+00 513+00
PI 510
+00.00
PI 510
+53.00
+++
+
+
+
++
+TRAV. PT 203
5' CHAIN LINK
6' PRIVACY
CONC
BLOCK GARAGE
MAC
28"MAPLE
MAC
+
6' PRIVACY
20"GUM
CO
NC 6"DOGWOOD
6'
CH
AIN
LIN
K
15"MAPLE DL=30'
6"-8"CEDARSMETAL SHED
CONC
TRAV. PT 201TRAV. PT 202
CH
APEL
AV
E
CA
STLE
AV
E
GOVERNOR PRINTZ BOULEVARD EXTENSION
CO
NC
1"PIPE1"PIPE
WO
ODS
32"MAPLEGRASS
GRASS8" PINE
GRASS
GRASS
GR
ASS
WOODS
WOODS
GRASS
6"DOGWOOD3"PIPE
3"PIPE LEANING
STEEL PIPE
WO
ODS
SIDEWALK CLOSEDAHEAD
CROSS HERE
SIDEWALK CLOSEDAHEAD
CROSS HERE
19
N
PHASE 5
PHASE 4 & PHASE 5
EROSION CONTROL PLANS
CONSTRUCTION PHASING, MOT &
PHASE 4 (SHOWN)
SF
27
SF
27
DETERMINED BY THE ENGINEER.
REMOVE ANY REMAINING E&S DEVICES AFTER AREA HAS BEEN STABILIZED AS 4.
INSTALL PERMANENT SIGNING, STRIPING AND PARKING BUMPERS.3.
MILL & PAVE THE ROADWAY TO THE LIMITS SHOWN ON THE PLANS.2.
SET-UP MOT PER TYPICAL APPLICATION TA-10 AS REQUIRED.1.
THE ENGINEER.
REMOVE E&S DEVICES AFTER AREA HAS BEEN STABILIZED AS DETERMINED BY 5.
PLACE TOPSOIL, SEED AND MULCH.4.
509+10 RIGHT) DURING NON-OPERATING HOURS OF SEPTA STATION.
CONSTRUCT GRADING, ROADWAY PATCH, CURB & SIDEWALK (STA 508+85 TO STA. 3.
INSTALL E&S DEVICES AS SHOWN.2.
SET-UP MOT DEVICES, AND SIGNS (USE DELDOT TA-3).1.
7:30 AM TO 9:30 PM - SATURDAY
5:00 AM TO 11:30 PM - MONDAY TO FRIDAY
STATION OPERATING HOURS ARE:
NOTE:
Unofficial Website Copy
TH-11
TH-12
TH-13
TH-14
TH-16
TH-17
TH-18TH-21
+++
+
+
+
+
+
++
+
27"RCP
6' IR
ON
27"RCP
6' PRIVACY
15"RCP
CONC
48"RCP
MAC
+
18"RCP 6' PRIVACY
CO
NC
5' CHAIN
LINK
48"
RCP
+
18"RCP
MAC
6'
CH
AIN
LIN
K
CONC
18"RCP
24"R
CP
CO
NC
30"RCP
CONC
TRAV. PT 205
TRAV. PT 204
TRAV. PT 201TRAV. PT 202
RCP
15"
CA
STLE
AV
E
ROUTE 495
GOVERNOR PRINTZ BOULEVARD EXTENSION
MA
NO
R
AV
EN
UE
48"R
CP
48"
RC
P4
2"
CM
P
24"C
MP
TOP OF
CONC DIT
CH
TOP OF
CONC DIT
CH
CONC DIT
CH
ST
ON
E
CU
RB
ST
ON
E
CU
RB
WISTAR STREET
47.0
0'
47.0
0'
ALLEY
490+00
491+00
492+00
493+00
494+00
495+00
508+00 509+00 510+00 511+00 512+00 513+00 514+00
515+00
516
+00
517
+00
518
+00
DEPARTMENT OF TRANSPORTATIONDELAWARE
ADDENDUMS / REVISIONS
NEW CASTLE
T201201102
27
SCALE
FEET
0 30 60 90
RLM
DG
BRIDGE NO.
DESIGNED BY:
CHECKED BY:
COUNTY
CONTRACT
TOTAL SHTS.
SHEET NO.
SIDEWALK IMPROVEMENTSMANOR AVENUE
N/A
EASTINGNORTHING
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTIN
G R/
W
EXISTING R/W
EXISTING R/WEXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTING R/W
EXISTING R/W
EXISTING R/W
50.00'
100.0
0'
40.00'
45.0
0'
100.0
0'
FAP I-495-3(4)(PART)
64-01-062
STATE OF DELAWARE
MF 5592
D.R. 2
01107
08 -0034
14
6
T.P. 0
6-085.0
0-154
SJ IN
VE
ST
ME
NT
GR
OU
P IN
C
MF 680
D.R. X106 280
T.P. 06-085.00-108
MARRIED MAN
CHARLES R. HUMPHREYS
MF 5592
D.R. M117 277
WR 145518
T.P. 06-085.00-155
DELVINA J. JOYCE
MF 325
D.R. 2
618 106
WR 139532
T.P. 0
6-085.0
0-110
CA
TH
ERIN
E
CA
NN
A
MF 325
D.R. 2
0090331 -0018338
T.P. 0
6-085.0
0-111
DA
N
WE
BE
R
MF 325
D.R. 2
194
18
T.P. 0
6-085.0
0-113
DA
WN
E.
HO
WE
R
MF 325
D.R. 20140501-0018017
T.P. 06-085.00-115
SCHANTZ
VALERIE ANN SCHANTZ AND BRETT M.
MF 325
D.R. R100 298
T.P. 06-085.00-117
LEEANNE HOFF HIS WIFE
DALE RICHARD HOFF JR. &
MF 20060622-0059760
D.R. 20121214-0073877
T.P. 06-072.00-025
THE ARCHMERE FUND
18.10'
5-L
1-R
2-R
MF 325
D.R. 2
014
1113- 005097
5
T.P. 0
6-085.0
0-112
JO
HN
VA
NV
UR
ES,
TR
US
TE
E
MF 325
D.R. 20150909-0045953
T.P. 06-085.00-116
DONNA SHERWOOD
MF 20051206-0125949
D.R. 20060505 -0043778
T.P. 06-085.00-169
VANESSA L. ROBINSON
4-L
MF 5592
D.R. 2
01107
08 -0034
14
6
T.P. 0
6-085.0
0-154
SJ IN
VE
ST
ME
NT
GR
OU
P IN
C
EXIS
TIN
G
R/
W
100.0
0'
51293-4
53
13 DP
&L
51296-4
53
15
42"R
CP
DP
&L
512
99-4
5303
512
99-4
5303
DP
&L
14"AC.
8"TC
42"
RC
P
8"
TC
8"TC
42"RCP
24"
8"TC
8"
TC
14"AC.
42"RCP
24" 24"
42"RCP
14"AC.14"AC.
8"TC
6"AC.
6"
CI
6"
CI
12" SHP 12" SHP12" SHP
12" SHP 12" SHP
12" S
HP
2" S
4" SHP
24" SHP 24" SHP
24" S
HP
26"
N
GA
S
26" 0 GAS
26" 0
GA
S
26" N GAS
26" 0 GAS
20
N
LIGHTING PLAN
LIGHTING STANDARD SCHEDULE
NO. CIRCUIT NO. STATION OFFSET ARM LIGHT STANDARD
LEGEND
LSR
XLIGHTING SERVICE IDENTIFIER
LIGHTING STANDARD IDENTIFIERLST
X
LST
1
LST
2
LST
3
LST
5
LST
4
LUMINAIRE WITH 150W HPS LUMINAIRE
DELMARVA POWER TO REPLACE EXISTING
1 N/A
2 N/A
3 N/A 514+35
4 N/A 516+26
NOTES
TO BE PROVIDED AND INSTALLED BY DELMARVA POWER.
1. ALL PROPOSED LIGHTING POLES, ARMS AND LUMINAIRES
5 EX.N/A 517+38
ARM PROVIDED AND INSTALLED BY DELMARVA POWER
NEW 30' WOOD POLE WITH 400W HPS LUMINAIRE AND
ARM PROVIDED AND INSTALLED BY DELMARVA POWER
NEW 30' WOOD POLE WITH 250W HPS LUMINAIRE AND
ARM PROVIDED AND INSTALLED BY DELMARVA POWER
NEW 30' WOOD POLE WITH 400W HPS LUMINAIRE AND
HPS LUMINAIRE AND ARM ON EXISTING WOOD POLE
DELMARVA POWER TO PROVIDE AND INSTALL 150W
150W, HPS, COBRA, TYPE 3
150W, HPS, COBRA, TYPE 3
*SEE NOTE 1
510+71
512+64
400W, HPS, COBRA, TYPE 3
400W, HPS, COBRA, TYPE 3
12'
12'
250W, HPS, COBRA, TYPE 312'
12'
55' R
52' R
17' R
17' L
18' L
654694.6527 645573.5428
654814.0836 645725.1814
654954.4138 645837.3523
655116.4090 645887.0857
655205.6901 645819.4552
**EXISTING POLE
**
**
Unofficial Website Copy
DP&L
51236-45252
DP&L
51201
14"AC. 14"AC.14"AC.
42"RCP
24"24"
8"
TC
8"TC8"TC8"TC
8"
TC
8"
TC
8"
TC
42"RCP
24"
24"
14"AC.
24" 24"
42"RCP 42"RCP42"RCP
24"
42"RCP
8"TC 8"TC6"AC.6"AC.6"AC.
6"AC.12" SHP
12" SHP 12" SHP
12" SHP 12" SHP
4" SHP4" SHP
4" SHP4" SHP
24" SHP24" SHP 24" SHP
24" SHP 24" SHP 24" SHP
26" N GAS
26" N GAS
26" 0 GAS
26" 0 GAS
+
TRAV. PT 200
GRAVEL
TRAV. PT 203
5' CHAIN LINK
CONC
MAC
4' SPLIT RAIL
CO
NC
CO
NC
5' CHAIN LINK
MAC
FO
RR
ES
T
AV
E
PY
RA
MID
AV
E
CH
APEL
AV
E
GOVERNOR PRINTZ BLVD. EXTENSION
CO
NC
IN CONC3IN IP
TOP OF CONC DITCH
TOP OF CONC DITCH
GO
VERN
OR
PRIN
TZ B
LVD.
CO
NC
CO
NC
EXISTING R/WEXISTING R/WEXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
WEXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
T.P. 06-085.00-142
T.P. 06-085.00-141
T.P. 06-085.00-140
T.P. 06-085.00-139
T.P. 06-085.00-073
FAP I-495-3(4)(PART)
64-01-062
STATE OF DELAWARE
MF 680
D.R. 2331 69
T.P. 06-084.00-648
DOUGLAS P & KRISTIN C DURKEE
MF 5592
D.R. 1204 163
T.P. 06-085.00-133
HUSBAND & WIFE
JEAN C. BLAIER
WERNER K. BLAIER, SR. &
MF 5592
D.R. 20091201 -0075796
T.P. 06-085.00-134
ABU SAYED
MF 5592
D.R. 20070123 -0007056
T.P. 06-085.00-143
MAYDA F. MONTESDEOCA
MF 5592
D.R. 1652 165
T.P. 06-085.00-144
HUSBAND AND WIFE
KAMINI PATEL & DUSHYANT PATEL
MF 5592
D.R. 2
01107
08 -0034
14
6
T.P. 0
6-085.0
0-154
SJ IN
VE
ST
ME
NT
GR
OU
P IN
C
1-L
2-L 3-L
4-L
1-R
499+00 500+00 501+00 502+00 503+00 504+00 505+00 506+00 507+00 508+00
PI 505
+00.00
PO
B 498
+50.00
THR
OAT
DEPARTMENT OF TRANSPORTATIONDELAWARE
ADDENDUMS / REVISIONS
NEW CASTLE
T201201102
27
SCALE
FEET
0 30 60 90WM
JP
BRIDGE NO.
DESIGNED BY:
CHECKED BY:
COUNTY
CONTRACT
TOTAL SHTS.
SHEET NO.
SIDEWALK IMPROVEMENTSMANOR AVENUE
N/A
21
MA
TC
HLIN
E S
TA
TIO
N
508+
00
CONDUIT PLANSIGNING, STRIPING &
N
PARKINGOR
STANDINGSTOPPING
NO
11
PARKINGOR
STANDINGSTOPPING
NO
6
PARKINGOR
STANDINGSTOPPING
NO
5
STOP
AVE
GOVERNOR PRINTZ EXT
PYRAMID
PARKINGOR
STANDINGSTOPPING
NO
3
STOP
EMERGENCY
PARKING
ONLY
PARKINGADDITIONAL
1D
PAVEMENT MARKINGS LEGEND
ITEMSYMBOL QUANTITY
A 268 SFPAVEMENT STRIPING (ITEM 748015)
24" SOLID WHITE ALKYD THERMOPLASTIC
PARKINGOR
STANDINGSTOPPING
NO 10
D
PARKINGNO
TIMEANYEND
BEGIN
PARKINGOR
STANDINGSTOPPING
NO
STRIPING (ITEM 748548)
5" SOLID WHITE EPOXY RESIN PAVEMENTB
B
STOP
PARKING BUMPER (TYP.)
8' (TYP.)
A
A
STOP
SPEEDLIMIT
25EMERGENCY
PARKING
ONLY
PARKINGRESERVED
VANACCESSIBLE
PARKINGRESERVED
C
D 109 LFSTRIPING (ITEM 748509)
12" SOLID WHITE EPOXY RESIN PAVEMENT
D
A
D
B
C
1,292 LF
C 2 EACHPAVEMENT MARKINGS, HANDICAP SYMBOL (748555)
PREFORMED RETROREFLECTIVE THERMOPLASTIC
STOP
AvePyramid
Governor Printz ExtGovernor Printz Ext
Forrest Ave
CHAPLE AVE
GOVERNOR PRINTZ EXT
STOP
Governor Printz Ext
Chaple Ave
8'
2'
R
28
DIVIDED
HIGHWAY
Governor Printz Ext
Governor Printz Blvd
27A
27B
26A
26B
26C
26D
1A
1B
1C
2A
2B
2C
4A
4B
4C
8A
8B
8C
29A
29B
7A
7B
9A
9B
Unofficial Website Copy
8"TC
51293-4
53
13 DP
&L
51296-4
53
15
42"R
CP
DP
&L
512
99-4
5303
512
99-4
5303
DP
&L
14"AC.
8"TC
42"
RC
P
8"
TC
8"TC
42"RCP
24"
8"TC
8"
TC
14"AC.
42"RCP
24" 24"
42"RCP
14"AC.14"AC.
8"TC
6"AC.
6"
CI
6"
CI
12" SHP 12" SHP12" SHP
12" SHP 12" SHP
12" S
HP
2" S
4" SHP
24" SHP 24" SHP
24" S
HP
26"
N
GA
S
26" 0 GAS
26" 0
GA
S
26" N GAS
26" 0 GAS
+++
+
+
+
+
+
++
+
6' IR
ON
6' PRIVACY
CONC
MAC
+
6' PRIVACY
CO
NC
5' CHAIN
LINK
+MAC
6'
CH
AIN
LIN
K
CONC
CO
NC
CONC
TRAV. PT 205
TRAV. PT 204
TRAV. PT 201TRAV. PT 202
CA
STLE
AV
E
ROUTE 495
GOVERNOR PRINTZ BOULEVARD EXTENSION
MA
NO
R
AV
EN
UE
1"PIPE1"PIPE
2"PIPE
1"PIPE
2"PIPE
1"PIPE- LEANING
1"PIP
E
1"PIPE
3"PIPE3"PIPE LEANING
STEEL PIPE
1" OPEN
TOP OF
CONC DIT
CH
TOP OF
CONC DIT
CH
CONC DIT
CH
ST
ON
E
CU
RB
ST
ON
E
CU
RB
WISTAR STREET
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTIN
G R/
W
EXISTING R/W
EXISTING R/WEXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTING R/W
EXISTING R/W
EXISTING R/W
50.00'
100.0
0'
40.00'
45.0
0'
100.0
0'
47.0
0'
47.0
0'
FAP I-495-3(4)(PART)
64-01-062
STATE OF DELAWARE
MF 5592
D.R. 2
01107
08 -0034
14
6
T.P. 0
6-085.0
0-154
SJ IN
VE
ST
ME
NT
GR
OU
P IN
C
MF 680
D.R. X106 280
T.P. 06-085.00-108
MARRIED MAN
CHARLES R. HUMPHREYS
MF 5592
D.R. M117 277
WR 145518
T.P. 06-085.00-155
DELVINA J. JOYCE
MF 325
D.R. 2
618 106
WR 139532
T.P. 0
6-085.0
0-110
CA
TH
ERIN
E
CA
NN
A
MF 325
D.R. 2
0090331 -0018338
T.P. 0
6-085.0
0-111
DA
N
WE
BE
R
MF 325
D.R. 2
194
18
T.P. 0
6-085.0
0-113
DA
WN
E.
HO
WE
R
MF 325
D.R. 20140501-0018017
T.P. 06-085.00-115
SCHANTZ
VALERIE ANN SCHANTZ AND BRETT M.
MF 325
D.R. R100 298
T.P. 06-085.00-117
LEEANNE HOFF HIS WIFE
DALE RICHARD HOFF JR. &
MF 20060622-0059760
D.R. 20121214-0073877
T.P. 06-072.00-025
THE ARCHMERE FUND
18.10'
ALLEY
5-L
1-R
2-R
MF 325
D.R. 2
014
1113- 005097
5
T.P. 0
6-085.0
0-112
JO
HN
VA
NV
UR
ES,
TR
US
TE
E
MF 325
D.R. 20150909-0045953
T.P. 06-085.00-116
DONNA SHERWOOD
MF 20051206-0125949
D.R. 20060505 -0043778
T.P. 06-085.00-169
VANESSA L. ROBINSON
4-L
MF 5592
D.R. 2
01107
08 -0034
14
6
T.P. 0
6-085.0
0-154
SJ IN
VE
ST
ME
NT
GR
OU
P IN
C
EXIS
TIN
G
R/
W
100.0
0'
490+00
491+00
492+00
493+00
494+00
495+00
508+00 509+00 510+00 511+00 512+00 513+00 514+00
515+00
516
+00
517
+00
518
+00
PI 510
+00.00
PI 510
+53.00
PC 513
+65.15
PT 514
+56.02
PC 515
+71.
61
PT 516+21.83
POE 518+00.00
PI 514
+10.94
PI 5
16+00.6
4
DEPARTMENT OF TRANSPORTATIONDELAWARE
ADDENDUMS / REVISIONS
NEW CASTLE
T201201102
27
SCALE
FEET
0 30 60 90WM
JP
BRIDGE NO.
DESIGNED BY:
CHECKED BY:
COUNTY
CONTRACT
TOTAL SHTS.
SHEET NO.
SIDEWALK IMPROVEMENTSMANOR AVENUE
N/A
22
MA
TC
HLIN
E S
TA
TIO
N
508+
00
CONDUIT PLANSIGNING, STRIPING &
YIELD
HERE
TO
YIELD
HERE
TO
N
PAVEMENT MARKINGS LEGEND
ITEMSYMBOL QUANTITY
A 84 SFPAVEMENT STRIPING (ITEM 748015)
24" SOLID WHITE ALKYD THERMOPLASTIC
A
PARKINGOR
STANDINGSTOPPING
NO
PARKINGOR
STANDINGSTOPPING
NO
23
PARKINGOR
STANDINGSTOPPING
NO
PARKINGOR
STANDINGSTOPPING
NO
15MPH
PARKINGOR
STANDINGSTOPPING
NO
BEGIN
SPEEDLIMIT
25
13
PARKINGOR
STANDINGSTOPPING
NO
17
STOP
PARKINGOR
STANDINGSTOPPING
NO12
END
BEGIN
PARKINGOR
STANDINGSTOPPING
NO
PARKINGNO
TIMEANY
B
STRIPING (ITEM 748548)
5" SOLID WHITE EPOXY RESIN PAVEMENTB 631 LF
21A
21B
22A
22B
25A
25B
PARKING BUMPER (TYP.)
8' (TYP.)
C
PARKINGRESERVED
PARKINGRESERVED
VANACCESSIBLE
D
D 172 LFSTRIPING (ITEM 748509)
12" SOLID WHITE EPOXY RESIN PAVEMENT
D
PARKINGRESERVED 32
C 3 EACHPAVEMENT MARKINGS, HANDICAP SYMBOL(748555)
PREFORMED RETROREFLECTIVE THERMOPLASTIC
C
B
5'8'
2'
R
30
Governor Printz Ext
Castle Ave
15A
15B
15C
16A
16B
16C
14A
14B
14C
18A
18B
31A
31B
19A
19B
19C
20A
20B
24A
24BUnofficial Website Copy
DEPARTMENT OF TRANSPORTATIONDELAWARE
ADDENDUMS / REVISIONS
NEW CASTLE
T201201102
27
SCALE
FEET
0 30 60 90WM
JP
BRIDGE NO.
DESIGNED BY:
CHECKED BY:
COUNTY
CONTRACT
TOTAL SHTS.
SHEET NO.
SIDEWALK IMPROVEMENTSMANOR AVENUE
N/A
23
SIGN SCHEDULE
Unofficial Website Copy
Unofficial Website Copy
30"RCP
48"RCP
6' CHAIN
LINK
TR
AV. P
T 252
6' C
HAIN LIN
K
+++
+
+
+
+
+
++
+
27"RCP
3"MAPLE
6' IR
ON
27"RCP
3"MAPLE
6' PRIVACY
15"RCP
CONC
48"RCP
28"MAPLE
MAC
+
12"MAPLE
18"RCP
26"MAPLE
6' PRIVACY
CO
NC
20"GUM
5' CHAIN
LINK
48"
RCP
+
18"RCP
6"DOGWOOD
MAC
6'
CH
AIN
LIN
K
15"MAPLE
24"OAKCONC
18"RCP
24"R
CP
CO
NC
6"-8"CEDARS
30"RCP
3"CEDARS
CONC
TRAV. PT 205
TRAV. PT 204
TRAV. PT 201TRAV. PT 202
RCP
15"
CA
STLE
AV
E
ROUTE 495
GOVERNOR PRINTZ BOULEVARD EXTENSION
MA
NO
R
AV
EN
UE
1"PIPE1"PIPE
2"PIPE
1"PIPE
2"PIPE
1"PIPE- LEANING
48"R
CP
10" WALNUT
12" LOCUST
10" LOCUST
48"
RC
P4
2"
CM
P
12" WALNUT
8" LOCUST
6" LOCUSTWOODS
32"MAPLE
GRASS
GRASS8" PINE
GRASS
GRASS
GR
ASS
WOODS
WOODS
1"PIP
E
WOODS
GRASS
6"DOGWOOD
1"PIPE
24"C
MP
3"PIPE3"PIPE LEANING
STEEL PIPE
1" OPEN
12" WALNUT
8" WALNUT
10" LOCUST
18" WALNUT
GRASSGRASS
GRASS
TOP OF
CONC DIT
CH
TOP OF
CONC DIT
CH
CONC DIT
CH
ST
ON
E
CU
RB
ST
ON
E
CU
RB
WISTAR STREET
47.0
0'
47.0
0'
ALLEY
DEPARTMENT OF TRANSPORTATIONDELAWARE
ADDENDUMS / REVISIONS
NEW CASTLE
T201201102
27
SCALE
FEET
0 30 60 90WM
JP
BRIDGE NO.
DESIGNED BY:
CHECKED BY:
COUNTY
CONTRACT
TOTAL SHTS.
SHEET NO.
SIDEWALK IMPROVEMENTSMANOR AVENUE
N/A
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTIN
G R/
W
EXISTING R/W
EXISTING R/WEXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTING R/W
EXISTING R/W
EXISTING R/W
50.00'
100.0
0'
40.00'
45.0
0'
100.0
0'
FAP I-495-3(4)(PART)
64-01-062
STATE OF DELAWARE
MF 5592
D.R. 2
01107
08 -0034
14
6
T.P. 0
6-085.0
0-154
SJ IN
VE
ST
ME
NT
GR
OU
P IN
C
MF 680
D.R. X106 280
T.P. 06-085.00-108
MARRIED MAN
CHARLES R. HUMPHREYS
MF 5592
D.R. M117 277
WR 145518
T.P. 06-085.00-155
DELVINA J. JOYCE
MF 325
D.R. 2
618 106
WR 139532
T.P. 0
6-085.0
0-110
CA
TH
ERIN
E
CA
NN
A
MF 325
D.R. 2
0090331 -0018338
T.P. 0
6-085.0
0-111
DA
N
WE
BE
R
MF 325
D.R. 2
194
18
T.P. 0
6-085.0
0-113
DA
WN
E.
HO
WE
R
MF 325
D.R. 20140501-0018017
T.P. 06-085.00-115
SCHANTZ
VALERIE ANN SCHANTZ AND BRETT M.
MF 325
D.R. R100 298
T.P. 06-085.00-117
LEEANNE HOFF HIS WIFE
DALE RICHARD HOFF JR. &
MF 20060622-0059760
D.R. 20121214-0073877
T.P. 06-072.00-025
THE ARCHMERE FUND
18.10'
5-L
1-R
2-R
MF 325
D.R. 2
014
1113- 005097
5
T.P. 0
6-085.0
0-112
JO
HN
VA
NV
UR
ES,
TR
US
TE
E
MF 325
D.R. 20150909-0045953
T.P. 06-085.00-116
DONNA SHERWOOD
MF 20051206-0125949
D.R. 20060505 -0043778
T.P. 06-085.00-169
VANESSA L. ROBINSON
4-L
MF 5592
D.R. 2
01107
08 -0034
14
6
T.P. 0
6-085.0
0-154
SJ IN
VE
ST
ME
NT
GR
OU
P IN
C
EXIS
TIN
G
R/
W
100.0
0'
51293-4
53
13 DP
&L
51296-4
53
15
42"R
CP
DP
&L
512
99-4
5303
512
99-4
5303
DP
&L
14"AC.
8"TC
42"
RC
P
8"
TC
8"TC
42"RCP
24"
8"TC
8"
TC
14"AC.
42"RCP
24" 24"
42"RCP
14"AC.14"AC.
8"TC
6"AC.
6"
CI
6"
CI
12" SHP 12" SHP12" SHP
12" SHP 12" SHP
12" S
HP
2" S
4" SHP
24" SHP 24" SHP
24" S
HP
26"
N
GA
S
26" 0 GAS
26" 0
GA
S
26" N GAS
26" 0 GAS
492+00
493+00
494+00
495+00
508+00 509+00 510+00 511+00 512+00 513+00 514+00
515+00
516
+00
517
+00
518
+00
PI 510
+00.00
PI 510
+53.00
PC 513
+65.15
PT 514
+56.02
PC 515
+71.
61
PT 516+21.83
POE 518+00.00
PI 514
+10.94
PI 5
16+00.6
4
25
MA
TC
HLIN
E S
TA
TIO
N
508+
00
N
RIGHT OF WAY PLANS
R/W SHEET 2 OF 4
40012
40013
40014 40020
40021
40023
40022
40015
40016
4001740018
40019
Unofficial Website Copy
T201201102
NEW CASTLE
26
27
WM
JPSIDEWALK IMPROVEMENTS
MANOR AVENUEN/A
DATA SHEET
RIGHT-OF-WAY
LEGEND
" - " CURVE TURNS TO THE LEFT**" - " OFFSET IS LEFT OF BASELINE*
TEMPORARY CONSTRUCTION EASEMENTTCEPERMANENT EASEMENTP/EAREA OCCUPIED BY EXISTING R/WR/WAREA OF ACQUISITIONFEE
TOTAL SHTS.
SHEET NO.
DEPARTMENT OF TRANSPORTATIONDELAWARE
CONTRACT
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDUMS / REVISIONS
T:\
7002
16 -
MA
NO
R
AV
E\
PL
AN
S\
RO
W\
RB
01.D
GN
R/W SHEET 3 OF 4
06-085.00-134 (1-L) ABU SAYED TCE DEED 0.120
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
40000 4000 504+46.03 -39.25 654382.9521 645024.6096 N 6°39'25.09" E 15.59
40001 4000 504+57.02 -50.30 654398.4332 645026.4165 S 38°14'17.04" E 11.00
40002 4000 504+57.03 -39.30 654389.7960 645033.2225 S 51°31'42.96" W 11.00
40000 4000 504+46.03 -39.25 654382.9521 645024.6096
FIGURE 5000 AREA = 60.4857 SQ. FT. (0.0014 ACRES)
4000 - CONSTRUCTION BASELINE
06-085.00-143 (2-L) MAYDA F. MONTESDEOCA TCE DEED 0.120
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
40003 4000 504+97.03 -39.49 654414.6812 645064.5395 N 38°14'17.04" W 14.56
40004 4000 504+97.02 -54.05 654426.1156 645055.5292 S 83°20'30.08" E 20.54
40005 4000 505+11.58 -39.56 654423.7339 645075.9320 S 51°31'42.96" W 14.55
40003 4000 504+97.03 -39.49 654414.6812 645064.5395
FIGURE 5001 AREA = 105.9173 SQ. FT. (0.0024 ACRES)
4000 - CONSTRUCTION BASELINE
06-085.00-144 (3-L) KAMINI PATEL & DUSHYANT PATEL TCE DEED 0.120
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
40006 4000 507+02.66 -40.46 654542.6135 645225.5374 N 6°39'25.59" E 14.68
40007 4000 507+13.02 -50.87 654557.1979 645227.2396 S 38°14'17.04" E 10.36
40008 4000 507+13.03 -40.51 654549.0611 645233.6514 S 51°31'42.96" W 10.36
40006 4000 507+02.66 -40.46 654542.6135 645225.5374
FIGURE 5002 AREA = 53.6814 SQ. FT. (0.0012 ACRES)
4000 - CONSTRUCTION BASELINE
06-085.00-154 (4-L) SJ INVESTMENT GROUP INC TCE DEED 0.120
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
40009 4000 507+53.03 -40.70 654573.9462 645264.9684 N 38°14'17.04" W 10.66
40010 4000 507+53.02 -51.36 654582.3156 645258.3734 S 83°20'28.44" E 15.03
40011 4000 507+63.68 -40.75 654580.5722 645273.3069 S 51°31'42.96" W 10.65
40009 4000 507+53.03 -40.70 654573.9462 645264.9684
FIGURE 5003 AREA = 56.7427 SQ. FT. (0.0013 ACRES)
4000 - CONSTRUCTION BASELINE
06-085.00-155 (5-L) DELVINA J. JOYCE TCE DEED 0.120
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
40012 4000 509+59.19 -41.68 654702.2087 645426.3817 N 6°39'28.54" E 15.01
40013 4000 509+69.78 -52.32 654717.1156 645428.1218 S 38°14'17.04" E 10.59
40014 4000 509+69.78 -41.73 654708.7989 645434.6753 S 51°31'42.96" W 10.59
40012 4000 509+59.19 -41.68 654702.2087 645426.3817
FIGURE 5004 AREA = 56.0826 SQ. FT. (0.0013 ACRES)
4000 - CONSTRUCTION BASELINE
64-01-062 (1-R) STATE OF DELAWARE R/W DEED 0.000
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
40015 4000 513+86.44 27.82 654909.4021 645808.9297 N 37°43'15.48" E 72.87
40016 4000 514+53.64 22.12 654967.0392 645853.5105 N 36°58'59.63" E 137.46
40017 4000 515+82.95 28.87 655076.8440 645936.2039 S 11°07'21.24" W 11.44
40018 4000 515+76.57 31.35 655065.6218 645933.9976 S 36°36'54.66" W 174.92
40019 4000 514+10.07 30.70 654925.2196 645829.6680 S 52°39'59.34" W 26.08
40015 4000 513+86.44 27.82 654909.4021 645808.9297
FIGURE 5005 AREA = 1095.6836 SQ. FT. (0.0252 ACRES)
4000 - CONSTRUCTION BASELINE
06-072.00-025 (2-R) THE ARCHMERE FUND TCE DEED 36.600
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
40020 4000 516+10.03 27.22 655122.0323 645934.3932 N 36°33'54.44" W 26.51
40021 4000 516+28.79 24.35 655143.3223 645918.6020 N 53°39'17.67" E 5.65
40022 4000 516+28.76 30.00 655146.6709 645923.1531 S 36°37'56.60" E 24.55
40023 4000 516+11.97 32.18 655126.9697 645937.8018 S 34°37'10.35" W 6.00
40020 4000 516+10.03 27.22 655122.0323 645934.3932
FIGURE 5006 AREA = 144.6256 SQ. FT. (0.0033 ACRES)
4000 - CONSTRUCTION BASELINE
Unofficial Website Copy
T201201102
NEW CASTLE
27
27
WM
JPSIDEWALK IMPROVEMENTS
MANOR AVENUEN/A
TABULATION SHEET
RIGHT-OF-WAY
TOTAL SHTS.
SHEET NO.
DEPARTMENT OF TRANSPORTATIONDELAWARE
CONTRACT
COUNTYDESIGNED BY:
CHECKED BY:
BRIDGE NO.ADDENDUMS / REVISIONS
T:\
7002
16 -
MA
NO
R
AV
E\
PL
AN
S\
RO
W\
RT
01.D
GN
R/W SHEET 4 OF 4
06-085.00-134 24 (1-L) ABU SAYED DEED C - 0.12 TCE
06-085.00-143 24 (2-L) MAYDA F. MONTESDEOCA DEED C - 0.12 TCE
06-085.00-144 24 (3-L) KAMINI PATEL & DUSHYANT PATEL DEED C - 0.12 TCE
06-085.00-154 24 (4-L) SJ INVESTMENT GROUP INC DEED C - 0.12 TCE
06-085.00-155 25 (5-L) DELVINA J. JOYCE DEED C - 0.12 TCE
64-01-062 25 (1-R) STATE OF DELAWARE DEED C - 0.00 R/W
06-072.00-025 25 (2-R) THE ARCHMERE FUND DEED C - 36.60 TCE
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 RECORD
R/ W - AREA OCCUPIED BY EXISTING R/ WFEE - ACQUISITION
TCE - TEMPORARY EASEMENTP/ E - PERMANENT EASEMENT
REMARKSPARCEL NUMBER
COUNTY ASSESSMENT
P/ E, TCEFEE, R/ W,
CODEACQUISITION
ACQUISITION CODES
N/A
144.6256 / 0.00
5227.20 / 0.12
5227.20 / 0.12
5227.20 / 0.12
5227.20 / 0.12
5227.20 / 0.12
1594296.00 / 36.60
1095.6836 / 0.03
60.4857 / 0.00
105.9173 / 0.00
53.6814 / 0.00
56.7427 / 0.00
56.0826 / 0.00
Unofficial Website Copy