T202501101 Location Display.pdf
PDF 15 MB Posted
- Solicitation number
- T202501101
- Issued by
- New Castle County, Delaware
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| T202501101 BOS.xlsx | XLSX spreadsheet | |
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| T202501101 Plans.pdf | ||
| T202501101 Proposal.pdf |
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© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
DELDOT
N
PEDESTRIAN ACCESS ROUTES AND SIDEWALK IMPROVEMENTS, NEW CASTLE COUNTY FY25-FY27
Work Order #5
SCALE
FEET
5000 10000 15000
DELDOT PROJECT NO. T202501101
M A
R Y L A
N D
NEW JERSEY
D E L A
W A
R E
PENNSYLVANIA
MARYLAND
NEWARK
CLAYMONT
DEL
AW
ARE
RI
VE
R
S R
I9
I295
I4
U S
U S
S R
NEWPORT
WILMINGTON
CITY OF
S R
SR
S R
S R
S R
S R
BEAR
CHRISTIANA
DETERMINED WORK ORDER LOCATIONS
OUT THE PROPOSED IMPROVEMENTS USING THE ITEM 763622 - CONSTRUCTION ENGINEERING, PAR REHABILITATION.
AND WILL NOT BE PROVIDED FOR THESE LOCATIONS. THE CONTRACTOR WILL BE RESPONSIBLE FOR SURVEYING AND LAYING
* DESIGN WAS COMPLETED USING AERIAL IMAGERY AND GIS LEVEL INFORMATION. TOPOGRAPHIC SURVEY WAS NOT COMPLETED *
Work Order #7 Brandywine Boulevard, Edgemoor Road to River Road and River Road Edgemoor Road, Paladin Drive to Blue Rock Boulevard and
Work Order #1 New Castle Avenue, Paper Place to Ryan Avenue
N Market Street, 41st Street to Edgemoor Road
Work Order #4*
Twin C Lane Old Churchmans Road, Rockford Drive to Ogletown Stanton Road and Ogletown Stanton Road, Old Churchmans Road to Stanton Christiana Road and
Work Order #8* S Chapel Street, Pencader Plaza North Entrance to South Entrance
Work Order #2 Old Capitol Trail, Walmsley Drive to Delaware Park Drive
Work Order #3 Milltown Road, Saint John Church Entrance to E Parris Drive
Work Order #6
Race Street and Old DuPont Road DuPont Road, Valley Road to Richardson Lane and
Maryland Avenue, Boxwood Plaza Entrance to Brookside Drive and
SR 2
NEW1
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HORIZONTAL/VERTICAL CONTROL DATA
621058.7690
621471.9700
621967.1137
622349.4169NEW4
NEW1
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618461.6480
618666.3660
618703.1819
618899.9949
50.67
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100 200 300
CONTRACT
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BRIDGE NO.
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M. MAYES
M. GOUDY
INDEX OF SHEETS
WORK ORDER #1
CASTLE COUNTY FY25-FY27
AND SIDEWALK IMPROVEMENTS, NEW
OPEN END PEDESTRIAN ACCESS ROUTES
Steven Nickel (Wallace Montgomery) Text Box
DESCRIPTION OF WORK:
T202501101 - Work Order #1 - New Castle Avenue, Paper Place to Ryan Avenue
The scope of work along New Castle Avenue includes the reconstruction of the existing non-compliant sidewalk (approximately 5,000 SF), curb ramps (approximately 2,500SF), and driveways. It also encompasses pavement striping, sign relocations, and signal upgrades at Lambson Lane within the project limits.
The work involves patching, milling and overlaying entrances, sealing cracks, and joint sealing. Additionally, approximately 850 LF of curb installation will be performed. Utilities will be adjusted vertically, including drainage manholes and drainage inlets.
Survey information, grades, and geometry sheets will be provided for this location.
The project duration is set for 60 calendar days.
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M. STEIMER
S. NICKEL
NEW CASTLE
S. NICKEL
NEW CASTLE COUNTY FY25-27
SIDEWALK IMPROVEMENTS,
PEDESTRIAN ACCESS ROUTES AND
T202501101
1+
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INDEX OF SHEETS
WORK ORDER #2
OLD C
APIT
OL T
RAIL
(N 20)
SCALE
FEET
75 150 225
INDEX OF SHEETS
41RIGHT-OF-WAY DATA SHEET
34-40RIGHT-OF-WAY PLANS (RW)
33RIGHT-OF-WAY MOSAIC
25-32SIGNING, STRIPING AND CONDUIT PLANS (SS)
23-24CONSTRUCTION PHASING, MOT AND EROSION CONTROL PLANS (CS)
22CONSTRUCTION DETAILS
15-21GRADES AND GEOMETRICS (GG)
8-14CONSTRUCTION PLANS (CP)
7HORIZONTAL AND VERTICAL CONTROL
6TYPICAL SECTIONS
5NOTES
4LEGEND
3ADDENDA AND REVISIONS
2INDEX OF SHEETS
1TITLE
SHEET NO(S)SHEET DESCRIPTION
(N B
W O
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N R
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N124
Steven Nickel (Wallace Montgomery) Text Box
DESCRIPTION OF WORK:
T202501101 - Work Order #2 - Old Capitol Trail, Walmsley Drive to Delaware Park Drive
The scope of work along Old Capitol Trail includes the reconstruction of the existing non-compliant sidewalk (approximately 7,000 SF), curb ramps (approximately 3,600 SF), and driveways. It also encompasses pavement striping and sign relocations within the project limits.
The work involves patching, milling and overlaying roads/entrances (approximately 2,500 SYIN of roadway milling), sealing cracks, and joint sealing. Additionally, approximately 2,000 LF of curb installation will be performed, along with the installation of underdrains (900 LF), and drainage inlets and pipes (100 LF). Utilities will be adjusted vertically, including water valve boxes, gas valve boxes, sanitary manholes, and drainage inlets/manholes.
The project duration is set for 75 calendar days.
© 2024 Microsoft Corporation Earthstar Geographics SIO
17-20RIGHT-OF-WAY PLANS AND DATA SHEET
14-16GRADES AND GEOMETRICS
13CONSTRUCTION DETAILS
12PERMANENT SIGN SCHEDULE
9-11CONSTRUCTION PLANS (CP)
8HORIZONTAL AND VERTICAL CONTROL
7TYPICAL SECTIONS
5-6NOTES
4LEGEND
3ADDENDA AND REVISIONS
2INDEX OF SHEETS
1TITLE
SHEET NO(S)SHEET DESCRIPTION
INDEX OF SHEETS
SCALE
FEET
100 200 300
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NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.
NEW CASTLE COUNTY FY25-FY27
AND SIDEWALK IMPROVEMENTS
PEDESTRIAN ACCESS ROUTES N/A
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T202501101
INDEX OF SHEETS
WORK ORDER #3
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Steven Nickel (Wallace Montgomery) Text Box
DESCRIPTION OF WORK:
T202501101 - Work Order #3 - Milltown Road, Saint John Church Entrance to E Parris Drive
The scope of work along Milltown Road includes approximately 7,800 SF of both the new installation of missing sidewalk and the reconstruction of the existing non-compliant sidewalk, curb ramps (approximately 1,500 SF), and driveways. It also encompasses pavement striping and sign relocations within the project limits.
The work involves patching as required for curb ramp construction. Additionally, approximately 420 LF of curb installation will be performed. Utilities will be adjusted horizontally for a guy wire and vertically for impacted telephone manholes.
The project duration is set for 45 calendar days.
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D E S T R
IA
N A
C C E S S R
O U T E S A
DESIG
NED B
Y:
CHECKED B
Y:
BRIDGE N
O.
ADDENDA /
REVISI
ONS
SECTION
SHEET NO.
WM
N/A
M. S
TEIMER
S. N
ICKEL
NEW C
ASTLE
T20
NEW C
ASTLE C
OUNTY FY20-
SIDEWALK IM
PROVEMENTS,
PEDESTRIAN ACCESS R
OUTES AND
CONTRACT
COUNTY
DESIG
NED B
Y:
CHECKED B
Y:
BRIDGE N
O.
ADDENDA /
REVISI
ONS
SECTION
SHEET NO.
WM
N/A
M. S
TEIMER
S. N
ICKEL
NEW C
ASTLE
T20
NEW C
ASTLE C
OUNTY FY20-
SIDEWALK IM
PROVEMENTS,
PEDESTRIAN ACCESS R
OUTES AND
CONTRACT
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
ADDENDA / R
EVISIO
NS
SECTION
SHEET NO.
WM
N/A
M. STEIMER
S. NIC
KEL
NEW CASTLE
T2019 01401
NEW CASTLE COUNTY FY20-2
SIDEWALK IMPROVEMENTS,
PEDESTRIAN ACCESS ROUTES AND
CONTRACT
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
ADDENDA / REVISIONS
SECTION
SHEET NO.
WM
N/A
M. STEIMER
S. NICKEL
NEW CASTLE
T201901401
NEW CASTLE COUNTY FY20-23
SIDEWALK IMPROVEMENTS,PEDESTRIAN ACCESS ROUTES AND
CONTRACT
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
ADDENDA / REVISIONS
SECTION
SHEET NO.
WM
N/A
M. STEIMER
S. NICKEL
NEW CASTLE
T201901401
NEW CASTLE COUNTY FY20-23
SIDEWALK IMPROVEMENTS,
PEDESTRIAN ACCESS ROUTES AND CONTRACT
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
ADDENDA / REVISIONS
SECTION
SHEET NO.
WM
N/A
M. STEIMER
S. NICKEL
NEW CASTLE
T201901401
NEW CASTLE COUNTY FY20-23
SIDEWALK IMPROVEMENTS,
PEDESTRIAN ACCESS ROUTES AND
CONTRACT
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
ADDENDA / REVISIONS
SECTION
SHEET NO.
WM
N/A
M. STEIMER
S. NICKEL
NEW CASTLE
T201901401
NEW CASTLE COUNTY FY20-23
SIDEWALK IMPROVEMENTS,
PEDESTRIAN ACCESS ROUTES AND
CONTRACT
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
ADDENDA / REVISIONS
SECTION
SHEET NO.
WM
N/A
M. STEIMER
S. NICKEL
NEW CASTLE
T201901401
NEW CASTLE COUNTY FY20-23
SIDEWALK IMPROVEMENTS,
PEDESTRIAN ACCESS ROUTES AND
CONTRACT
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
ADDENDA / REVISIONS
SECTION
SHEET NO.
WM
N/A
M. STEIMER
S. NICKEL
NEW CASTLE
T201901401
NEW CASTLE COUNTY FY20-23
SIDEWALK IMPROVEMENTS,
PEDESTRIAN ACCESS ROUTES AND
CONTRACT
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
ADDENDA / REVISIONS SECTION
SHEET NO.
/2
/2
:4
:5
P M
M
P R
O J\
.0
\H ig h w a y s\
C a d d \W
O
IS
.d g n
WM
N/A
M. STEIMER
S. NICKEL
NEW CASTLE
T202301101
NEW CASTLE COUNTY FY23-26
SIDEWALK IMPROVEMENTS,
PEDESTRIAN ACCESS ROUTES AND
S. NICKEL
INDEX OF SHEETS
WORK ORDER #4
T W
IN
C L
A N E (N
C
O G
L E T O
W N S
T A
N T O
N R
O A
D (N
A
OGLETOWN S
TANTON R
OAD (
N358
A)
C E
N T
U R
IA
N D
R
IV
E
ROCKFORD D
RIV
E
S R N
B
N
S R S
B
N
SR 4 EB (N358)
SR 4 WB (N358)
SCALE
FEET
150 300 450
PL
AZ
A
ENTR
ANCE
CE
NTE
R
PO
IN
TE
S R N
B N
S R S
B N
SR 4
WB (N
358)
SR 4
EB (N
358)
O
LD
C
H U R C H
M
AN
S R O
AD
(N
315)
N E
W H
A V E
N D
R
IV
E (N
(N127894
)ADVENT COURT
R O
A D N
S
TA
N T O
N C
H R
IS
T
IA
N A
14 15 16 17 18
PLAN SHEET INDEX CROSS REFERENCE
8 9 10 11
CONSTRUCTION PLANS 7
23 24
AND EROSION CONTROL PLANS
CONSTRUCTION PHASING, M.O.T.,
26SIGN SCHEDULEWM
21-25CONSTRUCTION PHASING, M.O.T. AND EROSION CONTROL PLANSWM
20CONSTRUCTION DETAILSWM
7-19CONSTRUCTION PLANSWM
6TYPICAL SECTIONSWM
5NOTESWM
4LEGENDWM
3ADDENDA AND REVISIONSWM
2INDEX OF SHEETSWM
1TITLEWM
SHEET NO(S)SHEET DESCRIPTIONSECTION
INDEX OF SHEETS
Steven Nickel (Wallace Montgomery) Text Box
DESCRIPTION OF WORK:
T202501101 - Work Order #4 - Ogletown Stanton Road, Old Churchmans Road to Stanton Christiana Road and Old Churchmans Road, Rockford Drive to Ogletown Stanton Road and Twin C Lane
The scope of work along SR4 and Old Churchmans Road includes the reconstruction of the existing non-compliant/missing sidewalk (approximately 12,700 SF), curb ramps (approximately 1,500 SF), entrances, and shared-use path (5,200 SF). It also encompasses pavement striping and sign relocations within the project limits.
The work involves patching, milling and overlaying roads (750 SYIN), sealing cracks, and joint sealing. Additionally, approximately 900 LF of curb installation will be performed, along with the installation of 9 curb openings and slight ditch regrading. Utilities will be adjusted vertically, including sanitary manholes and junction wells.
Survey information, grades, and geometry sheets will NOT be provided for this location.
The project duration is set for 90 calendar days.
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
ADDENDA / REVISIONS SECTION
SHEET NO.
/1
/2
:5
:3
P
M
M
P R
O J\
.0
\H ig h w a y s\
C a d d \W
O
IS
.d g n
WM
N/A
S. NICKEL
NEW CASTLE
S. NICKEL
C. YUSYPCHUKNEW CASTLE COUNTY FY25-27
SIDEWALK IMPROVEMENTS,
PEDESTRIAN ACCESS ROUTES AND
T202501101
J.W
J.W
J.W
J.W
CONTRACT
COUNTY
DES
IG
NED
BY:
CHECKED
BY:
BRI
DGE
NO.
ADDENDA
/ R
EVI
SI
ONS
SECTIO
N
SHEET
NO.
W M
N/ A
M.
S
TE
IM
ERS.
N
IC
KEL
NEW
C
ASTL
E
T2
NEW
CAS
TLE
C
OUNTY F
Y2
3-2
SID
EWALK I
MPROVEMENTS
PEDES
TRI
AN A
CCES
S R
OUTES
AND
CONTRACT
COUNTY
DES
IG
NED
BY:
CHECKED
BY:
BRI
DGE
NO.
ADDENDA
/ R
EVI
SI
ONS
SECTIO
N
SHEET
NO.
W M
N/ A
M.
S
TE
IM
ERS.
N
IC
KEL
NEW
C
ASTL
E
T2
NEW
CAS
TLE
C
OUNTY F
Y2
3-2
SID
EWALK I
MPROVEMENTS
PEDES
TRI
AN A
CCES
S R
OUTES
AND
CONTRACT
COUNTY
DES
IG
NED
BY:
CHECKED
BY:
BRI
DGE
NO.
ADDENDA
/ R
EVI
SI
ONS
SECTIO
N
SHEET
NO.
W M
N/ A
M.
S
TE
IM
ERS.
N
IC
KEL
NEW
C
ASTL
E
T2
NEW
CAS
TLE
C
OUNTY F
Y2
3-2
SID
EWALK I
MPROVEMENTS
PEDES
TRI
AN A
CCES
S R
OUTES
AND
CONTRACT
COUNTY
DES
IG
NED
BY:
CHECKED
BY:
BRI
DGE
NO.
ADDENDA
/ R
EVI
SI
ONS
SECTIO
N
SHEET
NO.
W M
N/ A
M.
S
TE
IM
ERS.
N
IC
KEL
NEW
C
ASTL
E
T2
NEW
CAS
TLE
C
OUNTY F
Y2
3-2
SID
EWALK I
MPROVEMENTS
PEDES
TRI
AN A
CCES
S R
OUTES
AND
CONTRACT
COUNTY
DES
IG
NED
BY:
CHECKED
BY:
BRI
DGE
NO.
ADDENDA
/ R
EVI
SI
ONS
SECTIO
N
SHEET
NO.
W M
N/ A
M.
S
TE
IM
ERS.
N
IC
KEL
NEW
C
ASTL
E
T2
NEW
CAS
TLE
C
OUNTY F
Y2
3-2
SID
EWALK I
MPROVEMENTS
PEDES
TRI
AN A
CCES
S R
OUTES
AND
C O
N T R
A C T
C O
U N
T Y
D E S
IG
N E
D B
Y
C H
E C
K E
D B
Y
B R
ID
G E N
O
A D
D E
N D
A / R
E V
IS
IO
N S
S E C T
IO
N
S H
E E T N
O
W M
N /A
M . S
T E
IM
E R
S . N
IC
K E L
N E
W C
A S T L E
T
N E
W C
A S T L E C
O U
N T Y F
Y -2
S
ID
E W
A L K
IM
P R
O V E
M E
N T S
P E
D E S T R
IA
N A
C C E S S R
O U T E S A
+00
+00
N59 °2
8'2 8.3
7" E
+00
+00
+00
N59 °2
2'5 8.3
7" E
+00
S °1
'0 .6
"E
INDEX OF SHEETS
37RIGHT-OF-WAY DATA SHEET
31-36RIGHT-OF-WAY PLANS (RW)
30RIGHT-OF-WAY MOSAIC
23-29SIGNING, STRIPING AND CONDUIT PLANS (SS)
21-22CONSTRUCTION PHASING, MOT AND EROSIONS CONTROL PLANS (CS)
15-20GRADES AND GEOMETRICS (GG)
9-14CONSTRUCTION PLANS (CP)
8HORIZONTAL AND VERTICAL CONTROL
6-7TYPICAL SECTIONS
5NOTES
4LEGEND
3ADDENDA AND REVISIONS
2INDEX OF SHEETS
1TITLE
SHEET NO(S)SHEET DESCRIPTION
E D
G E
M O
O R R
O A
D (N
(N 100700)
39T H S
T R E E T
(N 100260)
40T H S
T R E E T
(N 100270)
41S T S
T R E E T
(N 100290)
42N D S
T R E E T
LE
A B
O U
LE
V A R
D (N
502)
(N 100280)
44T H S
T R E E T
N
SCALE
FEET
100 200 300
INDEX OF SHEETS
WORK ORDER #5
N
MARKET S
TREET (
N2
4)
LE
A B
O U
LE
V A R
D (N
502)
(N
S H
IP
L E
Y R
O A
D
N
SHI
PLE
Y S
TREET (
N5
TAT
NALL
STREET (
N5
MATSON RUN PARKWAY (N51193)
PHI
LADELP
HI
A P
IKE (
N2
4)
HILLCREST AVENUE (N499)
M
ARLO
W E
ROAD
(N 9)
Steven Nickel (Wallace Montgomery) Text Box
DESCRIPTION OF WORK:
T202501101 - Work Order #5 - N Market Street, 41st Street to Edgemoor Road
The scope of work along N Market Street includes the reconstruction of the existing non-compliant sidewalk (approximately 8,500 SF), curb ramps (approximately 3,800 SF), and driveways. It also encompasses pavement striping and sign relocations within the project limits.
The work involves patching, milling and overlaying entrances, sealing cracks, and joint sealing. Additionally, approximately 1,600 LF of curb/curb wall installation will be performed, along with the installation of pedestrian signal. Utilities will be adjusted vertically, including water valve boxes, gas valve boxes, sanitary manholes, and drainage inlets.
A T
A L P
A A
V E
N U E
W E S T
M O
R E L A
N D A
V E
N U E
R E
A M
E R A
V E
N U E
C H
A M
P L A
IN
A
V E
N U E
W E S T S
U M
M
IT
A
V E N U E
E
LM
H U R S T P
LA
C E
M A T T
H E S A
V E
N U E
SOUTH MARYLAND AVENUE
SOUTH MARYLAND AVENUE
N
CURB RAMP SCHEDULE
NO. DESCRIPTION PLAN SHEET NO.
DRIVEWAY/SIDEWALK SCHEDULE
NO. DESCRIPTION PLAN SHEET NO.
1 2 3 4 5 2 3
4 5
10 15NON-COMPLIANT - IMPROVED BY STD. DETAIL
X
DRIVEWAY WITH SIDEWALK
PEDESTRIAN CONNECTION
X
1A 7NON-COMPLIANT - RPE NEEDED
S D
U P O N T
R O A D
VALLEY RO
AD
3 9, 24DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
4 10, 25DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
5 10, 25DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
7 13NON-COMPLIANT - RPE NEEDED
6 12, 34DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
12 14, 41, 42DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
13 13, 43DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
11 14, 41DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
10 14, 40DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
9 14, 40DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
14 13, 43, 44DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
18 18, 59NON-COMPLIANT - IMPROVED BY DESIGN
19 18, 59NON-COMPLIANT - IMPROVED BY DESIGN
6 12,34NON-COMPLIANT - IMPROVED BY STD. DETAIL
2 9NON-COMPLIANT - RPE NEEDED
8 13NON-COMPLIANT - RPE NEEDED
15 16, 47NON-COMPLIANT - RPE NEEDED
16 16, 47NON-COMPLIANT - RPE NEEDED
17 17, 55DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
18 17, 57DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
19 17, 58DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
7A 13COMPLIANT - DO NOT DISTURB
7 61NON-COMPLIANT - IMPROVED BY STD. DETAIL
8 61NON-COMPLIANT - IMPROVED BY STD. DETAIL
9 61NON-COMPLIANT - IMPROVED BY STD. DETAIL
11 16, 62NON-COMPLIANT - IMPROVED BY STD. DETAIL
12 16, 62NON-COMPLIANT - IMPROVED BY STD. DETAIL
13 16, 50, 62NON-COMPLIANT - IMPROVED BY DESIGN
14 16, 62NON-COMPLIANT - IMPROVED BY STD. DETAIL
15 16, 62NON-COMPLIANT - IMPROVED BY STD. DETAIL
16 17, 63NON-COMPLIANT - IMPROVED BY STD. DETAIL
17 17, 56, 63NON-COMPLIANT - IMPROVED BY DESIGN
2 8, 22NON-COMPLIANT - IMPROVED BY STD. DETAIL
3 8, 22NON-COMPLIANT - IMPROVED BY STD. DETAIL
1 2
20 10, 26DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
21 11, 26DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
22 11, 27DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
23 11, 27DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
4 8NON-COMPLIANT - IMPROVED BY ADJ PROJECT
5 8NON-COMPLIANT - IMPROVED BY ADJ PROJECT
A1A
1 7,19NON-COMPLIANT - IMPROVED BY DESIGN
1A 7,19NON-COMPLIANT - IMPROVED BY STD. DETAIL
1 7NON-COMPLIANT - RPE NEEDED
SHEET NUMBER
7 8 9 10 11
M A T C
H L
IN
E I S
SCALE
FEET
100 200 300
X
W
IN
S T O
N A
V E N U E
L O
R E
W O
O D A
V E
N U E
THE PROJECT DURATION IS APPROXIMATELY 90 CALENDAR DAYS.
SURVEY INFORMATION,AND GRADES AND GEOMETRICS SHEETS WILL BE PROVIDED.
DRAINAGE INLETS.
BE ADJUSTED VERTICALLY, INCLUDING WATER VALVE BOXES, GAS VALVE BOXES,SANITARY MANHOLES, AND SEALING.ADDITIONALLY APPROXIMATELY 3400 LF OF CURB INSTALLATION WILL BE PERFORMED. UTILITIES WILL THE WORK INVOLVES PATCHING, MILLING AND OVERLAYING ENTRANCES, SEALING CRACKS, AND JOINT
DRIVEWAYS. IT ALSO ENCOMPASSES PAVEMENT STRIPING AND SIGN RELOCATIONS WITHIN THE PROJECT LIMITS.
EXISTING CONCRETE SIDEWALK (APPROXIMATELY 16000 SF), CURB RAMPS (APPROXIMATELY 5000 SF),AND THE SCOPE OF WORK ALONG MARYLAND AVENUE AND DUPONT ROAD INCLUDES THE RECONSTRUCTION OF THE
ROAD, RICHARDSON LANE TO VALLEY ROAD.
WORK ORDER NO. 6 - T202501101 - MARYLAND AVENUE, CATALPA AVENUE TO BROOKSIDE DRIVE AND DUPONT
DESCRIPTION OF WORK:
CONTRACT
T202501101
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.
a d .r k k .c o m \f s \C lo u d \P r o je c t s \2
\1
P
A R
P R
S v c s \T a s k P
A R
S u p p o r t E d g e m o o r
R o a d \C
A D
D \P la n s \M a r y la n d
A v e \D is p la y -i s
M d
A v e .d g n
:4
-O
C T -2
N/A
L. WALSH
M. GOUDY
RKK
CASTLE COUNTY FY25-FY27
AND SIDEWALK IMPROVEMENTS, NEW
OPEN END PEDESTRIAN ACCESS ROUTES
INDEX OF SHEETS
WORK ORDER #6
100+00 102+00 104+00 106+00 108+00 110+00 112+00 114+00 116+00 118+00 120+00 122+00 124+00 126+00 128+00 130+00
302+00
4+
130+00
P
B
Y
P
G
P
B
Y
P
G
KPL50
M
RY1
MRY8
JPH16
MRY9
MRY2 MRY3
MRY50
MRY51
MRY5
MRY6
MRY7
MRY4
Steven Nickel (Wallace Montgomery) Snapshot
Steven Nickel (Wallace Montgomery) Text Box
DESCRIPTION OF WORK:
T202501101 - Work Order #6 - Maryland Avenue, Boxwood Plaza Entrance to Brookside Drive and DuPont Road, Valley Road to Richardson Lane and Race Street and Old DuPont Road
The scope of work along Maryland Avenue and DuPont Road includes the reconstruction of the existing non-compliant sidewalk (approximately 16,000 SF), curb ramps (approximately 5,000 SF), and driveways. It also encompasses pavement striping and sign relocations within the project limits.
The work involves patching, milling and overlaying entrances, sealing cracks, and joint sealing. Additionally, approximately 3,400 LF of curb installation will be performed. Utilities will be adjusted vertically, including water valve boxes, gas valve boxes, sanitary manholes, and drainage inlets.
RACE STREET
N . M
A R
Y L A
N D A
V E
N
OLD DUPONT ROAD
DUPONT ROAD
N. DUPONT ROAD
CURB RAMP SCHEDULE
NO. DESCRIPTION PLAN SHEET NO.
DRIVEWAY/SIDEWALK SCHEDULE
NO. DESCRIPTION PLAN SHEET NO.
13 17
10 15NON-COMPLIANT - IMPROVED BY STD. DETAIL
X
DRIVEWAY WITH SIDEWALK
PEDESTRIAN CONNECTION
X
1A 7NON-COMPLIANT - RPE NEEDED
3 9, 24DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
4 10, 25DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
5 10, 25DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
7 13NON-COMPLIANT - RPE NEEDED
6 12, 34DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
12 14, 41, 42DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
13 13, 43DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
11 14, 41DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
10 14, 40DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
9 14, 40DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
14 13, 43, 44DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
18 18, 59NON-COMPLIANT - IMPROVED BY DESIGN
19 18, 59NON-COMPLIANT - IMPROVED BY DESIGN
6 12,34NON-COMPLIANT - IMPROVED BY STD. DETAIL
2 9NON-COMPLIANT - RPE NEEDED
8 13NON-COMPLIANT - RPE NEEDED
15 16, 47NON-COMPLIANT - RPE NEEDED
16 16, 47NON-COMPLIANT - RPE NEEDED
17 17, 55DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
18 17, 57DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
19 17, 58DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
EUREKA STREET
G
LE
NRI
CH
AVE
NUE
7A 13COMPLIANT - DO NOT DISTURB
7A
7 61NON-COMPLIANT - IMPROVED BY STD. DETAIL
8 61NON-COMPLIANT - IMPROVED BY STD. DETAIL
9 61NON-COMPLIANT - IMPROVED BY STD. DETAIL
11 16, 62NON-COMPLIANT - IMPROVED BY STD. DETAIL
12 16, 62NON-COMPLIANT - IMPROVED BY STD. DETAIL
13 16, 50, 62NON-COMPLIANT - IMPROVED BY DESIGN
14 16, 62NON-COMPLIANT - IMPROVED BY STD. DETAIL
15 16, 62NON-COMPLIANT - IMPROVED BY STD. DETAIL
16 17, 63NON-COMPLIANT - IMPROVED BY STD. DETAIL
17 17, 56, 63NON-COMPLIANT - IMPROVED BY DESIGN
2 8, 22NON-COMPLIANT - IMPROVED BY STD. DETAIL
3 8, 22NON-COMPLIANT - IMPROVED BY STD. DETAIL
20 10, 26DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
21 11, 26DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
22 11, 27DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
23 11, 27DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
4 8NON-COMPLIANT - IMPROVED BY ADJ PROJECT
5 8NON-COMPLIANT - IMPROVED BY ADJ PROJECT
1 7,19NON-COMPLIANT - IMPROVED BY DESIGN
1A 7,19NON-COMPLIANT - IMPROVED BY STD. DETAIL
1 7NON-COMPLIANT - RPE NEEDED
SHEET NUMBER
SCALE
FEET
100 200 300
XX
THE PROJECT DURATION IS APPROXIMATELY 90 CALENDAR DAYS.
SURVEY INFORMATION,AND GRADES AND GEOMETRICS SHEETS WILL BE PROVIDED.
DRAINAGE INLETS.
BE ADJUSTED VERTICALLY, INCLUDING WATER VALVE BOXES, GAS VALVE BOXES,SANITARY MANHOLES, AND SEALING.ADDITIONALLY APPROXIMATELY 3400 LF OF CURB INSTALLATION WILL BE PERFORMED. UTILITIES WILL THE WORK INVOLVES PATCHING, MILLING AND OVERLAYING ENTRANCES, SEALING CRACKS, AND JOINT
DRIVEWAYS. IT ALSO ENCOMPASSES PAVEMENT STRIPING AND SIGN RELOCATIONS WITHIN THE PROJECT LIMITS.
EXISTING CONCRETE SIDEWALK (APPROXIMATELY 16000 SF), CURB RAMPS (APPROXIMATELY 5000 SF),AND THE SCOPE OF WORK ALONG MARYLAND AVENUE AND DUPONT ROAD INCLUDES THE RECONSTRUCTION OF THE
ROAD, RICHARDSON LANE TO VALLEY ROAD.
WORK ORDER NO. 6 - T202501101 - MARYLAND AVENUE, CATALPA AVENUE TO BROOKSIDE DRIVE AND DUPONT
DESCRIPTION OF WORK:
MATCHLINE IS01
CONTRACT
T202501101
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.
a d .r k k .c o m \f s \C lo u d \P r o je c t s \2
\1
P
A R
P R
S v c s \T a s k P
A R
S u p p o r t E d g e m o o r
R o a d \C
A D
D \P la n s \M a r y la n d
A v e \D is p la y -i s
M d
A v e .d g n
:4
-O
C T -2
N/A
L. WALSH
M. GOUDY
RKK
CASTLE COUNTY FY25-FY27
AND SIDEWALK IMPROVEMENTS, NEW
OPEN END PEDESTRIAN ACCESS ROUTES
INDEX OF SHEETS
WORK ORDER #6
502+00 504+00 506+00 508+00
+00
+8
04+
06+
210+00
+0
+0
+00
218+00 220+00
222+00
402+00
404+00
T
P
F
G
A T
E
.9
D I)
M R
Y
MRY101
MRY52
M R
Y
MRY102
KPL53
MRY103
JP
H
KPL52
KPL51
Steven Nickel (Wallace Montgomery) Text Box
DESCRIPTION OF WORK:
T202501101 - Work Order #6 - Maryland Avenue, Boxwood Plaza Entrance to Brookside Drive and DuPont Road, Valley Road to Richardson Lane and Race Street and Old DuPont Road
The scope of work along Maryland Avenue and DuPont Road includes the reconstruction of the existing non-compliant sidewalk (approximately 16,000 SF), curb ramps (approximately 5,000 SF), and driveways. It also encompasses pavement striping and sign relocations within the project limits.
The work involves patching, milling and overlaying entrances, sealing cracks, and joint sealing. Additionally, approximately 3,400 LF of curb installation will be performed. Utilities will be adjusted vertically, including water valve boxes, gas valve boxes, sanitary manholes, and drainage inlets.
GOVERNOR PRINTZ BLVD TO HAY ROAD
BICYCLE AND PEDESTRIAN IMPROVEMENTS,
CONTRACT T202001103 - EDGEMOOR ROAD
FOR PROPOSED IMPROVEMENTS, REFER TO
N
CURB RAMP SCHEDULE
NO. DESCRIPTION PLAN SHEET NO.
4 7NON-COMPLIANT - IMPROVED BY DESIGN
5 7NON-COMPLIANT - IMPROVED BY DESIGN
6 7NON-COMPLIANT - IMPROVED BY DESIGN
DRIVEWAY/SIDEWALK SCHEDULE
NO. DESCRIPTION PLAN SHEET NO.
9 8NON-COMPLIANT - IMPROVED BY DESIGN
10 10NON-COMPLIANT - IMPROVED BY DESIGN
1 9DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
2 12DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
7 14, 15DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
8 15DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
10 15DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
11 16DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
13 16DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
X
DRIVEWAY WITH SIDEWALK
ED
G
EM
O O R R
O
AD
E D
G E
M O
O R R
O A D
BEEKMAN R
OAD
D E N
N Y R
O A D
BRANDYWI
NE B
OULE
VARD RIVER ROAD
11 10NON-COMPLIANT - IMPROVED BY DESIGN
12 11NON-COMPLIANT - IMPROVED BY DESIGN
13 11NON-COMPLIANT - IMPROVED BY DESIGN
PEDESTRIAN CONNECTION
INDEX OF SHEETS
WORK ORDER #7
7 8NON-COMPLIANT - IMPROVED BY DESIGN
8 8NON-COMPLIANT - IMPROVED BY DESIGN
3 13NON-COMPLIANT DRIVEWAY - RPE NEEDED
4 13, 14DRIVEWAY IMPROVEMENTS - IMPROVED BY DESIGN
9 15NON-COMPLIANT DRIVEWAY - RPE NEEDED
12 16NON-COMPLIANT DRIVEWAY - RPE NEEDED
6 14NON-COMPLIANT DRIVEWAY - RPE NEEDED
5 14NON-COMPLIANT DRIVEWAY - RPE NEEDED
14 17NON-COMPLIANT DRIVEWAY - RPE NEEDED
X
SHEET NO.X
1 -
ENTRACE PLAN
NON-COMPLIANT - SEE MERCHANTS SQUARE
2 -
ENTRACE PLAN
NON-COMPLIANT - SEE MERCHANTS SQUARE
3 7NON-COMPLIANT - IMPROVED BY DESIGN
SCALE
FEET
100 200 300
2+
1+
3+
5+
4+
0+
6+
8+
7+
9+
6+
5+
7+
9+
1+
4+
11+
CONTRACT
T202501101
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
NEW CASTLE
ADDENDA / REVISIONS SECTION
SHEET NO.
a d .r k k .c o m \f s \C lo u d \P r o je c t s \2
\1
P
A R
P R
S v c s \T a s k P
A R
S u p p o r t E d g e m o o r
R o a d \C
A D
D \P la n s \E d g e m o o r
R d \i s E d g e m o o r .d g n
:4
-O
C T -2
CASTLE COUNTY FY25-FY-27
AND SIDEWALK IMPROVEMENTS, NEW
OPEN END PEDESTRIAN ACCESS ROUTES
N/A
B. LEE & L. WALSH
M. GOUDY
RKK
Steven Nickel (Wallace Montgomery) Text Box
DESCRIPTION OF WORK:
T202501101 - Work Order #7 - Edgemoor Road, Paladin Drive to Blue Rock Road and Brandywine Boulevard, Edgemoor Road to River Road and River Road
The scope of work along Edgemoor Road, Brandywine Boulevard, and River Road includes the reconstruction of the existing non-compliant sidewalk (approximately 3,200 SF), curb ramps (approximately 2,400 SF), and driveways. It also encompasses pavement striping, sign relocations, and signal upgrade within the project limits.
The work involves patching, milling and overlaying entrances, sealing cracks, and joint sealing. Additionally, approximately 1,000 LF of curb installation will be performed, along with the installation of pedestrian signal. Utilities will be adjusted vertically, including drainage manholes and drainage inlets.
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
ADDENDA / REVISIONS SECTION
SHEET NO.
WM
N/A
M. STEIMER
S. NICKEL
NEW CASTLE
T201901401
NEW CASTLE COUNTY FY20-23
SIDEWALK IMPROVEMENTS,
PEDESTRIAN ACCESS ROUTES AND
CONTRACT
COUNTY
DESIGNED BY:
CHECKED BY:
BRIDGE NO.
ADDENDA / REVISIONS SECTION
SHEET NO.
/2
/2
:5
:5
P M
M
P R
O J\
.0
\H ig h w a y s\
C a d d \W
O
IS
.d g n
WM
N/A
NEW CASTLE
J. NICKEL
S. NICKELNEW CASTLE COUNTY FY25-27
SIDEWALK IMPROVEMENTS,
PEDESTRIAN ACCESS ROUTES AND
T202501101
S CHAPEL STREET (N356)
SCALE
FEET
60 120 180
INDEX OF SHEETS
WORK ORDER #8
N
9-10CONSTRUCTION PHASING, MOT, AND EROSION CONTROL PLANS (CS)
8 CONSTRUCTION DETAILS
7 CONSTRUCTION PLANS (CP)
6 TYPICAL SECTIONS
5NOTES
4LEGEND
3ADDENDA AND REVISIONS
2INDEX OF SHEETS
1TITLE
SHEET NO(S)SHEET DESCRIPTION
INDEX OF SHEETS
PENCADER PLAZA
KENMAR DRIVE
E C
H E S T
N U T H
IL
L R
O A
D
N
KELLER ROAD
K O
L L
M A
N D
R
IV
E
S O
U T
H E
N T R
A N
C E
P E
N C
A D E
R P
L A Z A
N O
R T
H E
N T R
A N
C E
P E
N C
A D E
R P
L A Z A
Steven Nickel (Wallace Montgomery) Text Box
DESCRIPTION OF WORK:
T202501101 - Work Order #8 - S Chapel Street, Pencader Plaza North Entrance to South Entrance
The scope of work along South Chapel Street includes the reconstruction of the existing non-compliant sidewalk (approximately 2,700 SF).
The work involves patching, sealing cracks, and joint sealing. Additionally, approximately 150 LF of curb and 80 LF of curb retaining wall installation will be performed, along with the installation of approximately 180 LF of pedestrian railing. Utilities will be adjusted vertically, including communication manholes.
Survey information, grades, and geometry sheets will NOT be provided for this location.
The project duration is set for 45 calendar days.
File details come from the government source that posted it. Updated .