T202120003 Construction Plans.pdf

PDF 14 MB Posted Sep 10, 2026

Attached to: OLD BRANDYWINE VILLAGE STREETSCAPE IMPROVEMENTS PHASE II
Solicitation number: T202120003
Issued by: New Castle County, Delaware

About this file

Written by GovTribe AI · Sep 11, 2026

This file contains construction plans for the Old Brandywine Village Streetscape Improvements Phase 2 project prepared by the Delaware Department of Transportation for New Castle County. The project encompasses pedestrian improvements and streetscape enhancements across four roadways: Concord Avenue (Station 30+00 to 35+00), N Market Street (Station 1298+80 to 1304+80), Vandever Avenue (Station 1211+50 to 1213+34.90), and Hutton Street (Station 1400+00 to 1401+54.81) in the Brandywine Village area of Wilmington. The contract involves reconstruction of pavements, installation of new curbing and sidewalks, drainage improvements, utility relocations, landscaping, and traffic signal modifications. Typical sections indicate varying sidewalk widths of 4 to 8 inches, curb types 1-6, travel lane widths of 9 to 14 feet, and buffer zones of 2 to 6 feet. The project design was completed in January 2026, with plans approved for advertisement and an ETA of 2022 for completion.

The construction plans specify materials including Superpave asphalt (Types B and C), Portland cement concrete (PCC) curbing and sidewalks, brick and block pavers, and standard Delaware Department of Transportation specifications. The project requires coordination with multiple utilities including Verizon communications, water and sewer systems, gas, and electric providers. Environmental considerations include compliance with NPDES General Permit requirements for construction, sediment and stormwater management plans, and potential contamination oversight at specific parcels. The contractor must maintain a minimum 10-foot travel lane width during construction, implement phased traffic control using temporary detours, and complete permanent stabilization within seven calendar days of reaching final grade. Test holes at five locations are required to verify conflicts with existing Verizon duct banks before excavation commences.

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T202120003 Diesel Fuel Cost Price Adjustment Form.pdf	PDF	Sep 10, 2026
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public.ejs?command=PublicBusinessPlanholderList&projid=T202120003	—	Sep 10, 2026

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DATEDIRECTOR OF PLANNING

APPROVED FOR ADVERTISEMENT

UNITS

U.S. CUSTOMARY

CONSTRUCTION AND RIGHT-OF-WAY PLANS FOR:

CONTRACT NUMBER:

FEDERAL AID PROJECT NUMBER:

COUNTY: M.R. #:

DEPARTMENT OF TRANSPORTATION

THE STATE OF DELAWARE

DESIGN DESIGNATION

MRD #:

FUNCTIONAL CLASS:

TYPE OF CONSTRUCTION:

A.A.D.T. PROJECTED:

YEAR:

ROAD NAME:

D.H.V. PROJECTED:

DESIGN SPEED:

TRUCKS:

DIRECTION OF DISTRIBUTION:

A.A.D.T. CURRENT:

25 M.P.H.

YEAR:

N/A

N4 CONCORD AVENUE

PRINCIPAL ARTERIAL N/A N/A

PEDESTRIAN IMPROVEMENTS

6,914

N/A N/A

ETA-2021(15)

T202120003

NEW CASTLE N4, N24, N51333, N51142

PHASE 2

STREETSCAPE IMPROVEMENTS,

OLD BRANDYWINE VILLAGE

23-200-16

99-200-03

MARKET ST. (N) WILMINGTON BRANDYWINE VILLAGE GATEWAY

GREATER BRANDYWINE VILLAGE, PHASE III

CONCORD AVENUE WILMINGTON, MARKET ST. TO BROOM ST.

APPROVED DESIGN EXCEPTIONS

ADDENDA / REVISIONS

ASSOCIATED CONTRACTS

DESIGN PARAMETER REQUIRED PROVIDED DATE

CONTRACT NO. CONTRACT NAME

-0

A D

D \T

C O

B V

.d g n

L A

S T

R E

E D

LOCATION MAP

SCALE: 1" = 450'

PREPARED BY

BEARING THE "WRA" SECTION DESIGNATION.

THIS SEAL APPLIES TO ALL SHEETS DATE

SEAL

Whitman, Requardt and Associates, LLP Engineers Architects Environmental Planners Est. 1915

MIDDLETOWN

LITTLE CREEKDOVER

GENERAL LOCATION OF CONTRACT

WILMINGTON

NEW CASTLE

ELSMERE

NEWPORT

STANTON

BELLEFONTE

ARDEN

TALLEYVILLE

CENTERVILLE

YORKLYN

HOCKESSIN

NEWARK

GLASGOW

BEAR

DELAWARE CITY

ODESSA

TOWNSEND

CLAYTON SMYRNA

WOODLAND BEACH

LEIPSIC

CHESWOLDKENTON

HARTLY

CAMDEN

WYOMING

WOODSIDE

VIOLA

BOWERS BEACH

FREDERICA

FELTON

MAGNOLIA

HARRINGTON

HOUSTON

MILFORD

SLAUGHTER BEACH

BROADKILL BEACH

ELLENDALE

FARMINGTON

GREENWOOD

BRIDGEVILLE

SEAFORD

BLADES

BETHEL

LAUREL

GEORGETOWN

MILTON LEWES

HENLOPEN ACRES

REHOBOTH BEACH

DEWEY BEACH

INDIAN RIVER INLET

BETHANY BEACH

SOUTH BETHANY

VIEW

MILLVILLE

OCEAN

FRANKFORD

DAGSBORO

MILLSBORO

DELMAR

SELBYVILLE FENWICK ISLAND

MARYLAND

S U

S S

E X

K E

N T

M A

R Y

L A

N D

N E

C A

S T

L E

NEW JERSEY

PENNSYLVANIA

D E

L A

W A

R E

R I

D E L A

W A R E

B A

A T

L A

N T

E A

3 95

13BR

141 100

30140

1 13

42 300

42300

1 1

13A

1 13

1 13A

13A

1 1315

1 13

13BR

1 13

9BR

1 13

9 20

STATION 35+00

END CONTRACT

STATION 1211+50

BEGIN CONTRACT

DESIGN DESIGNATION

MRD #:

FUNCTIONAL CLASS:

TYPE OF CONSTRUCTION:

A.A.D.T. PROJECTED:

YEAR:

ROAD NAME:

D.H.V. PROJECTED:

DESIGN SPEED:

TRUCKS:

DIRECTION OF DISTRIBUTION:

A.A.D.T. CURRENT:

25 M.P.H./35 M.P.H.

YEAR:

N/A

N51333 VANDEVER AVENUE

MAJOR COLLECTOR N/A N/A

PEDESTRIAN IMPROVEMENTS

7,532

N/A N/A

STATION 1302+98

LIMIT CONTRACT

STATION 1300+25

LIMIT CONTRACT

DESIGN DESIGNATION

MRD #:

FUNCTIONAL CLASS:

TYPE OF CONSTRUCTION:

A.A.D.T. PROJECTED:

YEAR:

ROAD NAME:

D.H.V. PROJECTED:

DESIGN SPEED:

TRUCKS:

DIRECTION OF DISTRIBUTION:

A.A.D.T. CURRENT:

25 M.P.H.

YEAR:

N/A

N24 N MARKET STREET

PRINCIPAL ARTERIAL/MINOR ARTERIAL N/A N/A

PEDESTRIAN IMPROVEMENTS

10,533

N/A N/A

STATION 1400+58

LIMIT CONTRACT

DESIGN DESIGNATION

MRD #:

FUNCTIONAL CLASS:

TYPE OF CONSTRUCTION:

A.A.D.T. PROJECTED:

YEAR:

ROAD NAME:

D.H.V. PROJECTED:

DESIGN SPEED:

TRUCKS:

DIRECTION OF DISTRIBUTION:

A.A.D.T. CURRENT:

25 M.P.H.

YEAR:

N/A

N51142 HUTTON STREET

LOCAL N/A N/A

PEDESTRIAN IMPROVEMENTS

N/A

N/A N/A

N/A

N O

C O

N C

O R

A V E

Brandywine

14TH ST

13TH ST

T A T N

T O

R A

N G

S T

C H

P E Y

S T

M A

R K E T

S T

F R E N

C H

S T

C H

U R C

EJE

U P

R U

C E S

17TH

22N D

23RD

S T

M A B

16TH

24TH

25TH

P O

R S T

D R

T H

RACE ST

H U

T T

S T

S S U P

S T

C A R

STLA

M O

E S

25TH

24TH

23RD

O N

A K

M A N

27TH

26TH

S T

N W

ALL

R O

R13 S T

B A S S E T T

S T

VAN

EVER

O O

15TH ST

S T

B U

GLEN AVE

A L

P L

C H

U R C

Guest Stamp

Guest Typewriter 07/30/2026

Guest Stamp

Guest Text Box 10/10/25

N/A T202120003

OLD BRANDYWINE VILLAGE

STREETSCAPE IMPROVEMENTS,

PHASE 2 NEW CASTLE

WRA

V. KOWALSKI

J. SINCLAIR

INDEX OF SHEETS

1400+00

30+00 35+00

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

A D

D \I

S O

B V

.d g n

-J U

N -2

SCALE

FEET

50 100 150

CONCORD AVENUE

NDE

HUTTON STREET

N M

A R

K E T S

T R E E T

T A T N

A L L S

T R E E T

T A T N

A L L S

T R E E T

W 2N

D S

OLD BRANDYWINE VILLAGE

STREETSCAPE IMPROVEMENTS,

PHASE 2 NEW CASTLE

WRA

V. KOWALSKI

J. SINCLAIR

ADDENDA AND REVISIONS

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

A D

D \A

R O

B V

.d g n

-J U

N -2

NOT TO SCALE

REVISION PREPARED BY

XX, XX-XX, XX

CHANGED UNDER REVISION #X:

THIS SEAL APPLIES TO THE FOLLOWING SHEETS DATE

SEAL

Whitman, Requardt and Associates, LLP Engineers Architects Environmental Planners Est. 1915

ADDENDUM PREPARED BY

XX, XX-XX, XX

CHANGED UNDER ADDENDUM #X:

THIS SEAL APPLIES TO THE FOLLOWING SHEETS DATE

SEAL

Whitman, Requardt and Associates, LLP Engineers Architects Environmental Planners Est. 1915

OLD BRANDYWINE VILLAGE

STREETSCAPE IMPROVEMENTS,

PHASE 2 NEW CASTLE

WRA

V. KOWALSKI

J. SINCLAIR

LEGEND

PAVEMENT SECTION(S)

S.D.F.

P L

ADJUST BY CONTRACTOR

ADJUST BY OTHERS

CONCRETE SAFETY BARRIER

CONVERT TO JUNCTION BOX

CONVERT TO DRAINAGE MANHOLE

DO NOT DISTURB

ENERGY DISSIPATOR

FILL WITH FLOWABLE FILL

RELOCATE BY CONTRACTOR

RELOCATE BY OTHERS

RELOCATE BY PROPERTY OWNER

REMOVE BY CONTRACTOR

REMOVE BY TRAFFIC CONTRACTOR

REMOVE BY OTHERS

LANDSCAPE PLANTINGS

NOTES FOR MATERIALS AND DEPTHS

DRIVEWAY AND ENTRANCE PAVEMENT - SEE

SECTIONS FOR MATERIALS AND DEPTHS

RECONSTRUCTED PAVEMENT - SEE TYPICAL

FOR MATERIALS AND DEPTHS

OVERLAY PAVEMENT - SEE TYPICAL SECTIONS

B.M.

T.P.

G.M.

G.V.

G.P.

S.V.

S.C.O.

J.W.

F.H.

W.M.

D.I.

J.B.

C.B.

SIZE/TYPE LABEL

F.P.

LAMP

P.M.

C.M.

I.P.

100+00

TCE

RTE

R/W-DA

R/W

BFS

XXX

CJB

XXX

CMH

XXX

PC-N

XXX

DND

XXX

FES

XXX

UDO

XXX

PEDESTRIAN CONNECTION / TYPE

F.H.

W.V.

ABANDON BY CONTRACTOR

ABANDON BY OTHERS

BEST MANAGEMENT PRACTICE

BUS STOP PAD / TYPE

BUS STOP WITH SHELTER PAD / TYPE

BSP

BSSP

BMP

XXXX

XXX

CURB & GUTTER, TYPE 1

CURB & GUTTER, TYPE 2

CURB & GUTTER, TYPE 3

CURB OPENING - SUMP / ON GRADE

CURB/SW OPENING - ADJACENT CURB

XXX

SURVEY CONTROL & MONUMENTATION

EXISTING PROPOSED IDFEATURE DESCRIPTION

CURB, TYPE "X"

C&G, TYPE "X"

MANMADE ROADSIDE FEATURES

DRAINAGE FEATURES

EXISTING PROPOSEDFEATURE DESCRIPTION

UTILITY FEATURES

EXISTING PROPOSEDFEATURE DESCRIPTION

NATURAL ROADSIDE FEATURES

EXISTING PROPOSEDFEATURE DESCRIPTION

RIGHT-OF-WAY FEATURES

EXISTINGFEATURE DESCRIPTION

IDFEATURE DESCRIPTION

IDENTIFIERS

RIGHT-OF-WAY MONUMENT

WITHOUT DETECTABLE WARNING SYSTEM

PEDESTRIAN CONNECTION / TYPE

BOLLARD - STEEL POLE

BOLLARD - WOOD POST

CURB, TYPE 1 AND TYPE 3

CURB, TYPE 2

FENCE - CHAINLINK OR STRANDED

FENCE - STOCKADE OR SPLIT RAIL

FLAG POLE

GUARDRAIL - STEEL BEAM, TYPE 1

GUARDRAIL - STEEL BEAM, TYPE 2

GUARDRAIL - STEEL BEAM, TYPE 3

GUARDRAIL - WIRE ROPE

GUARDRAIL - END ANCHORAGE

GUARDRAIL - END TREATMENT, TYPE 1

GUARDRAIL - END TREATMENT, TYPE 2

GUARDRAIL - END TREATMENT, TYPE 3

IMPACT ATTENUATOR

LAMP AND POST - RESIDENTIAL

MAILBOX

PARKING METER AND POST

PAVEMENT - FLEXIBLE

PAVEMENT - RIGID

PILE - BRIDGE

PILLAR OR MISCELLANEOUS POST

TRAFFIC SIGN AND POST

WALL - BRICK OR BLOCK

WALL - STONE

BIOFILTRATION SWALE

DITCH OR STREAM (V-SHAPE / TRAPEZOIDAL)

DIRECTIONAL STREAM FLOW ARROW

DRAINAGE INLET

DRAINAGE JUNCTION BOX

DRAINAGE MANHOLE

DRAINAGE PIPE AND FLOW ARROW

FLARED END SECTION

RIPRAP - AREA FEATURE

RIPRAP - LINEAR FEATURE

SAFETY END STRUCTURE

UNDERDRAIN

UNDERDRAIN OUTLET

WELL HEAD

WATER VALVE

WATER METER

WATER - FIRE HYDRANT

WATER - UNDERGROUND

UTILITY TEST HOLE LOCATION

UTILITY POLE

UTILITY POLE GUY WIRE ANCHOR

UTILITY BOX

TRAFFIC - SIGNAL POLE AND BASE

TRAFFIC - SIGNAL CABINET & BASE

TRAFFIC - PEDESTRIAN POLE & BASE

TRAFFIC - LIGHT POLE AND BASE

TRAFFIC - CONDUIT JUNCTION WELL

COMMUNICATIONS TEST POINT

COMMUNICATIONS MANHOLE

TELEPHONE BOOTH

SOIL BORING LOCATION

SIGNALIZATION - UNDERGROUND

SEPTIC DRAIN FIELD

SANITARY SEWER CLEANOUT OR VENT

SANITARY SEWER VALVE

SANITARY SEWER MANHOLE

SANITARY - UNDERGROUND

RAILROAD TRACKS

MANHOLE - UNDETERMINED OWNER

LUMINAIRE - POLE MOUNTED

LIGHTING - UNDERGROUND

ITMS - UNDERGROUND

IRRIGATION - UNDERGROUND

GAS PUMP - SERVICE STATION

GAS VALVE

GAS METER

GAS MANHOLE

GAS - UNDERGROUND

ELECTRIC TRANSFORMER

ELECTRIC METER

ELECTRIC MANHOLE

ELECTRIC - UNDERGROUND

COMMUNICATIONS - UNDERGROUND

COMMUNICATIONS DISTRIBUTION BOX HEDGEROW OR THICKET

MARSH BOUNDARY LINE

TREE - CONIFEROUS

TREE - DECIDUOUS

TREE STUMP

SHRUBBERY

WETLAND BOUNDARY - DELINEATED

WOODS LINE BOUNDARY

DENIAL OF ACCESS

EASEMENT - OTHERS

PERMANENT EASEMENT

PROPERTY LINE

PROPERTY MARKER - CONCRETE

PROPERTY MARKER - IRON PIPE

RIGHT-OF-WAY BASELINE

RIGHT-OF-WAY LINE

RIGHT-OF-WAY & DENIAL OF ACCESS

RIGHT-TO-ENTER

TEMPORARY CONSTRUCTION EASEMENT

POINT OF CURVATURE OR TANGENCY

POINT OF INTERSECTING TANGENTS

SURVEY BENCHMARK LOCATION

SURVEY NGS POINT LOCATION

SURVEY TIE POINT LOCATION

SURVEY TRAVERSE POINT

WELL

R/W-DA

EASEMENT TYPE

100+00

DADADA

R/W

R/W-DA

PEPE

TCETCE

PEPEPE

100+00100+00100+00

TCETCETCETCETCE

UTILITY MARKER UM

RIGHT-OF-WAY BY PE

R/W-PE

R/W

BARRIER - HIGH TENSION CABLE (HTCB)

BARRIER - DOUBLE-FACED, PERMANENT

TEST LEVEL 4 / TEST LEVEL 5

BARRIER - SINGLE-FACED, PERMANENT,

CURB/SW OPENING - NON-ADJACENT CURB

BARRIER - HTCB END TERMINAL

XXX

BARRIER, TYPE "X"

SES

XXX

FOR CHANNELIZATION ISLANDS.)

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

P.C.C. SIDEWALK - 4"

TOPSOIL, SEED AND MULCH

PAVEMENT REMOVAL -

PAVEMENT PATCH

LIMIT OF CONSTRUCTION

LATERAL OFFSET

CONSTRUCTION BASELINE

CLEAR ZONE

BUTT JOINT

BRICK/BLOCK SURFACE

LOC

100+00

PROPOSEDFEATURE DESCRIPTION

MISCELLANEOUS FEATURES

TURF REINFORCEMENT MAT, TYPE 1

BRICK PATTERNED SURFACE

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

\C A

D D

\L G

B V

.d g n

-J U

N -2

NOT TO SCALE

OLD BRANDYWINE VILLAGE

STREETSCAPE IMPROVEMENTS,

PHASE 2 NEW CASTLE

WRA

V. KOWALSKI

J. SINCLAIR

NOTES

GENERAL NOTES

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

NONE

CROSS SECTIONS

RIGHT-OF-WAY PLANS (INCLUDED IN PLANS)

( X )

DETAILS", DATED 2026.

SPECIFICATIONS", DATED JANUARY 2026 AND THE DELAWARE DEPARTMENT OF TRANSPORTATION "STANDARD CONSTRUCTION

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

PROJECT NOTES

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

DESIGN FILE, IN .DGN FILE FORMAT, THAT CONTAINS 3D TRIANGLES REPRESENTING THE EXISTING SURFACE.

DELIVERY OF ANY ELECTRONIC PROJECT FILES.

NOTE: THE DOCUMENT ENTITLED "ELECTRONIC FILE SHARING RELEASE" MUST BE SIGNED BY ALL PARTIES PRIOR TO THE

ELECTRONIC DESIGN DATA FILES THAT WILL BE MADE AVAILABLE TO THE BIDDERS INCLUDE:2.

FEATURE LINES ARE FOR THE PROPOSED TOP SURFACE ELEVATION ONLY.

DESIGN FILE, IN .DGN FILE FORMAT, THAT CONTAINS 3D FEATURE LINES FOR THE PROPOSED DESIGN. 3D

CONTRACTOR'S RESPONSIBILITY TO REVIEW THE DESIGN DATA FILE AND DETERMINE THE LIMITS OF THE PROJECT INCLUDED.

NOTE: THERE MAY BE SOME AREAS OF THE PROJECT NOT INCLUDED IN THE ELECTRONIC DESIGN DATA FILE(S). IT IS THE

SECTION 100

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, SHALL1.

UAV, THE FLIGHT TIME, LOCATION OF THE FLIGHT, THE PILOT'S NAME AND THE PILOT'S CONTACT NUMBER DURING THE FLIGHT.

FLIGHTS. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE THE FOLLOWING INFORMATION: THE REGISTRATION NUMBER OF THE

THE CONTRACTOR WILL CONTACT THE DELAWARE TMC AT 302-659-4600 PRIOR TO ANY UNMANNED AERIAL VEHICLE (UAV)2.

NIGHT WORK IS PERMITTED ON THIS CONTRACT.

A NIGHT WORK SURVEY OF ADJACENT PROPERTY OWNERS WAS CONDUCTED AND LOCAL NOISE ORDINANCES HAVE BEEN VERIFIED. 3.

SECTION 200

LANDSCAPING ROCKSe.

GRANITE CURBd.

BRICK PAVERSc.

POLE BASESb.

CONCRETE SUPPORT FOUNDATIONS FOR MISCELLANEOUS SMALL STRUCTURES NOT COVERED UNDER OTHER PAY ITEMSa.

TO THE FOLLOWING:

ITEMS TO BE REMOVED UNDER ITEM 211000 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS SHALL INCLUDE, BUT NOT BE LIMITED4.

FEATURES SHALL BE PAID FOR UNDER ITEM 211000 AS NOTED IN SECTION 200 OF THE PROJECT NOTES.

IDENTIFIER, REMOVAL OF TREES AND SHRUBS SHALL BE PAID FOR UNDER 201000, AND REMOVAL OF ADDITIONAL EXISTING

REMOVAL OF EXISTING STORM DRAIN PIPE SHALL BE PAID UNDER ITEM 202000 UNLESS NOTED WITH A FLOWABLE FILL

TREES, WITHIN THE PROPOSED LOC SHALL BE REMOVED BY THE CONTRACTOR AND PAID FOR UNDER THE RESPECTIVE BID ITEM.

UNLESS OTHERWISE NOTED AS DO NOT DISTURB OR ADJUST BY CONTRACTOR/OTHERS, ALL EXISTING FEATURES, INCLUDING 5.

SECTION 600

MAINTENANCE YARD SUPERVISOR.

GRATES/FRAMES SHALL NOT BE MADE UNTIL RECEIPT OF DELIVERED MATERIALS IS PRODUCED, SIGNED BY A DELDOT

REPLACING DRAINAGE INLET GRATE(S) & ITEM 602101 - REPLACING DRAINAGE INLET FRAME(S). FINAL PAYMENT FOR REPLACED

DEPARTMENT OF TRANSPORTATION'S TALLEY MAINTENANCE YARD WITH THE COST OF DELIVERY INCIDENTAL TO ITEM 602100 -

SHALL BE DETERMINED BY THE ENGINEER. ALL REPLACED GRATES/FRAMES SHALL BE DELIVERED TO THE DELAWARE

SHALL BE REPLACED WITH TYPE 3. THE ACTUAL LOCATIONS, THE NEED FOR ANY GRATE MODIFICATIONS OR FOR NEW FRAMES

TYPE 4, SHALL BE REPLACED WITH TYPE 1. INLET GRATES WITHIN THE PAVING, NOT ADJACENT TO THE CURB OR EDGE OF PAVING

DRAINAGE INLET GRATES ADJACENT TO THE CURB OR EDGE PAVING, WITHIN THE PROJECT LIMITS, WHICH ARE NOT TYPE 1 OR 6.

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 FOR7.

SECTION 700

INCIDENTAL TO THE PROPOSED CURB ITEM.

SHALL BE MEASURED AND PAID FOR UNDER THE PROPOSED CURB ITEM. SAW CUTTING OF THE EXISTING CURB SHALL BE

SHALL BE TRANSITIONED IN 10 LINEAR FEET, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE TRANSITIONED CURB WORK

IN AREAS WHERE PROPOSED CURB MEETS EXISTING CURB AND THE TWO CURB TYPES ARE NOT SIMILAR, THE PROPOSED CURB 8.

SAWCUTTING, CONCRETE, FULL DEPTH.

UNLESS OTHERWISE NOTED ON THE PLANS OR DIRECTED BY THE ENGINEER AND SHALL BE PAID FOR UNDER ITEM 762001 -

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 BE9.

INTO THE EXISTING PAVEMENT.

ALL PAVED AREAS TO BE RECONSTRUCTED OR WIDENED SHALL BE SAWCUT AT THE POINT WHERE THE NEW PAVEMENT IS TO TIE10.

SECTION 900

APPROPRIATE CONSTRUCTION ENGINEER.

PERMIT OR THE NOI CAN BE OBTAINED UPON REQUEST FROM EITHER THE DEPARTMENT'S STORMWATER ENGINEER OR THE

KEPT ON FILE IN EACH OF THE CONSTRUCTION OFFICES AND THE DEPARTMENT'S STORMWATER SECTION. A COPY OF THE GENERAL

INDUSTRIAL PERMITTING REQUIREMENTS FOR THIS CONSTRUCTION PROJECT. A COPY OF THE NPDES GENERAL PERMIT AND NOI IS

WITH DELDOT'S APPROVED SEDIMENT AND STORMWATER MANAGEMENT PLANS WILL CONSTITUTE COMPLIANCE WITH THE NPDES

THIS PROJECT IS COVERED UNDER AN NPDES GENERAL PERMIT FOR CONSTRUCTION. UNDER THE GENERAL PERMIT, COMPLIANCE11.

MISCELLANEOUS

CHIEF SCHEDULER AT 302-576-6019.

COMPLETED AND OPERABLE FOR TRANSIT OPERATIONS. FOR EMERGENCY DETOUR INFORMATION ONLY, PLEASE CONTACT DTC’S ANY DETOURS OR CONSTRUCTION, AND DOT_DTC_PROJECTDEVELOPMENT@DELAWARE.GOV AT SUCH TIME THE FACILITY IS THE CONTRACTOR SHALL NOTIFY DART FIRST STATE AT DOT_DETOURS@DELAWARE.GOV AT LEAST 14 DAYS PRIOR TO THE START OF12.

WILL UNDERTAKE THE SURVEY.

TAKE UP TO 3 MONTHS. IF AN ARCHAEOLOGICAL SURVEY IS NECESSARY, DELDOT OR A CONSULTANT ON ITS BEHALF PERFORM AN ARCHAEOLOGICAL SURVEY TO DETERMINE WHETHER TO APPROVE OR REJECT THE REQUEST, WHICH MAY 3)

REJECT THE REQUEST; OR 2)

APPROVE THE USE OF THE PROPOSED STAGING AND STOCKPILE AREA(S); 1)

WITHIN 30 DAYS, DELDOT WILL;

CONSTRUCTION AREA ENGINEER WHO WILL COORDINATE WITH DELDOT’S ARCHAEOLOGIST.

CUMULATIVELY ARE LARGER THAN 10,000 SQUARE FEET, MUST BE APPROVED BY DELDOT’S ARCHAEOLOGIST. CONTACT THE ANY STAGING AND/OR STOCKPILE AREA(S) OUTSIDE THE PROJECT’S LIMIT OF CONSTRUCTION (LOC) THAT INDIVIDUALLY OR 14.

763501-CONSTRUCTION ENGINEERING.

ARE SHOWN ON THE DRAWINGS PRIOR TO ANY CONSTRUCTION WORK. THE COST OF THIS ITEM SHALL BE INCIDENTAL TO ITEM THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL EXISTING CONDITIONS, LAYOUT DIMENSIONS, AND CLEARANCES THAT15.

ACCORDANCE WITH THE WILMINGTON CODE OF ORDINANCES.

TOP PLATE SHALL BE FLUSH WITH THE TOP OF THE SIDEWALK. THE CONTRACTOR'S NAME SHALL BE PLACED AT IN PLATE. THE STAMPED LETTERS SHALL BE ONE INCH TALL AND ONE QUARTER INCH DEPTH. IF A METAL PLATE IS USED, THE THE CONTRACTOR SHALL MARK THEIR NAME IN THE SIDEWALK, EITHER BY STAMPING OR BY IN LAYING AN APPROVED METAL16.

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

THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL RESIDENTS AND BUSINESSES DURING CONSTRUCTION ACTIVITIES, UNLESS17.

WALKWAY TRANSITION SLAB SHALL BE INCIDENTAL TO ITEM 705001.

WALKWAY TRANSITION SLAB SHALL BE INCIDENTAL TO ITEM 211001. ALL EQUIPMENT AND MATERIALS REQUIRED TO INSTALL THE ACCORDANCE WITH ADA GUIDELINES AND TO DRAIN PROPERLY. ALL EXISTING SIDEWALK REMOVAL REQUIRED TO INSTALL THE SAW CUT INTERFACE. ALL WALKWAY AND STAIR TIE-INS SHALL BE CONSTRUCTED TO PROVIDE A LANDING AREA IN ADJACENT TO EXISTING STEPS, THE BOTTOM LANDING AREA SHALL REMAIN AND THE PROPOSED SIDEWALK SHALL TIE INTO A THE TIE-IN LIMITS FOR PRIVATE WALKWAY TRANSITION SLABS SHALL BE CONFIRMED BY THE ENGINEER IN THE FIELD. WHEN18.

ARE INCIDENTAL TO THE ITEMS BEING INSTALLED.

SHALL PLACE AN EXPANSION JOINT BETWEEN THE EXISTING STRUCTURE OR CURB AND THE PROPOSED SIDEWALK. ALL COSTS MATERIAL SHALL BE REMOVED BY HAND OR LEFT IN PLACE AS DIRECTED BY THE ENGINEER IN THE FIELD. CONTRACTOR THE CONTRACTOR SHALL SAW CUT A MINIMUM 4" FROM THE FACE OF EXISTING STRUCTURES OR CURBS. THE REMAINING19.

HISTORIC DISTRICT.

THE CONTRACTOR SHOULD BE AWARE THAT THIS PROJECT FALLS WITHIN THE NATIONALLY REGISTERED BRANDYWINE VILLAGE 20.

- PARCEL 26-022.30-270 - DNREC HSCA SITE

- PARCEL 26-022.30-302 - DNREC BROWNFIELD SITE

REPRESENTATIVE. PLEASE SEE ITEM 202560 FOR ADDITIONAL INFORMATION.

CONTAMINATED MATERIALS. OVERSIGHT DURING EXCAVATION MAY BE REQUIRED BY DELDOT'S ENVIRONMENTAL SIGNAL POLE BASE INSTALLATION AT THE INTERSECTION WITH N. MARKET ST. AND CONCORD AVE. MAY ENCOUNTER 21.

b. MODIFIED LEVEL D PERSONAL PROTECTIVE EQUIPMENT (HARD HATS, STEEL TOE BOOTS, NITRILE GLOVES, SAFETY VESTS).

a. 24-HOUR OSHA HAZWOPER TRAINING

WORKER SAFETY TRAINING AND PERSONAL PROTECTIVE EQUIPMENT REQUIREMENTS FOR EXCAVATION CONTRACTORS ARE:22.

LIMITS OF CONSTRUCTION FOR PLACEMENT OF THE SOIL PENDING SAMPLING ANALYSIS AND OFFSITE REMOVAL.

ACCORDANCE WITH THE CONTRACT. THE CONTRACTOR IS RESPONSIBLE TO IDENTIFY A STAGING AREA LOCATED WITHIN THE SITE USE AS DETERMINED AND APPROVED BY THE ENGINEER AND THE ENVIRONMENTAL REPRESENTATIVE, AND IN APPROPRIATE ITEM. THE CONTRACTOR SHALL REUSE CONTAMINATED SOIL AS EMBANKMENT, FILL OR OTHER APPROPRIATE ON- MATERIAL SPECIFICATIONS. SOIL THAT IS ENVIRONMENTALLY SUITABLE FOR REUSE WILL BE PAID FOR UNDER THE ENVIRONMENTAL REPRESENTATIVE’S TRUCKS, AS DIRECTED BY THE ENVIRONMENTAL REPRESENTATIVE AND DELDOT STANDARD STOCKPILED IN THE DESIGNATED STOCKPILE AREAS, REUSED AS BACKFILL MATERIAL, OR DIRECT LOADED INTO THE THE DEPARTMENT’S ENVIRONMENTAL REPRESENTATIVE. ALL SOIL EXCAVATED DUE TO THE PROJECT’S CONSTRUCTION SHALL BE NO SOIL CAN BE TAKEN OFF SITE WITHOUT APPROVAL OF THE ENGINEER. CONTAMINATED SOIL DISPOSAL WILL BE HANDLED BY 23.

TO ITEM 710041 - RELOCATING FIRE HYDRANT.

DETAILS AND SPECIFICATIONS. ALL WORK ASSOCIATED WITH RELOCATING EXISTING FIRE HYDRANTS SHALL BE INCIDENTAL WILMINGTON WATER MAINTENANCE DEPARTMENT AND IN ACCORDANCE WITH CITY OF WILMINGTON WATER DIVISION STANDARD FIRE HYDRANTS AND WATER VALVES MARKED FOR RELOCATION SHALL BE POSITIONED AS DIRECTED BY THE CITY OF24.

MUST BE MADE THROUGH DART TRANSIT AT (302) 576-6132.

ANY SUPPLEMENTAL PLAQUES TO ALLOW FOR ADDITIONAL ROUTE NUMBERS. ALL REQUESTS FOR FABRICATION OF THESE SIGNS ALL DART SIGNS HAVE BEEN UPDATED TO A NEW DESIGN. THE DELDOT SIGN SHOP DOES NOT FABRICATE THE UPDATED SIGN OR 13.

BASED ON ARCHIVE PLANS THE EXSITNG PAVEMENT IS COMPOSITE.25.

MANHOLE.

THE ADJUSTMENT OF VERIZON MANHOLES SHOULD BE PAID FOR UNDER 711500 - ADJUST AND REPAIR EXISTING SANITARY 26.

FOR REVIEW.

CONTRACTOR SHALL PERFORM THIS WORK AT THE START OF CONSTRUCTION AND RETURN THE TEST HOLE DATA TO THE ENGINEER

TEST HOLE #5 AT STA. 30+55 19' RT. (CORNER OF MANHOLE 184 AND PROPOSED CURB & GUTTER)e.

TEST HOLE #4 AT STA. 1212+50 16' LT. (10-WAY DUCT BANK CROSSING PROPOSED CURB & GUTTER)d.

TEST HOLE #3 AT STA. 1301+14 20' RT. (10-WAY DUCT BANK CROSSING PROPOSED CURB & GUTTER)c.

TEST HOLE #2 AT STA. 1301+72 18' LT. (18-WAY DUCT BANK CROSSING PROPOSED CURB & GUTTER)b.

TEST HOLE #1 AT STA. 1301+24 16' LT. (18-WAY DUCT BANK CROSSING PROPOSED CURB & GUTTER)a.

WITH EXISTING VERIZON FACILITIES.

NON-DESTRUCTIVE METHODS. THE TEST HOLES ARE ESSENTIAL TO DETERMINE WHETHER THE PROPOSED IMPROVEMENTS CONFLICT LISTED BELOW, PRIOR TO EXCAVATION. THESE TEST HOLES SHOULD BE PERFORMED IN ACCORDANCE WITH ASCE 38-22 USING VERIZON IS REQUESTING THAT THE CONTRACTOR CONDUCT THE FOLLOWING TEST HOLES ON VERIZON DUCT BANKS AND MANHOLES27.

INCIDENTAL TO ITEM 763597 - UTILITY CONSTRUCTION ENGINEERING.

CONTRACTOR SHALL NOTIFY THE ENGINEER IF POTENTIAL CONFLICTS WITH PROPOSED CURB WORK ARE IDENTIFIED. COST IS PRIOR TO WORK, THE CONTRACTOR SHALL CHECK COMMUNICATIONS MANHOLES WITHIN PROJECT LIMITS TO VERIFY UTILITY DEPTHS.28.

SIGN PRIOR TO THE START OF CONSTRUCTION.

THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF WILMINGTON FOR THE REMOVAL OF THE PRIVATE NORTHEAST WILMINGTON 29.

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

N -0

A D

D \P

N O

B V

.d g n

-J

U N

-2

NOT TO SCALE

OLD BRANDYWINE VILLAGE

STREETSCAPE IMPROVEMENTS,

PHASE 2 NEW CASTLE

WRA

V. KOWALSKI

J. SINCLAIR

TYPICAL SECTIONS

PARKING

TRAVEL LANE

11'

LEFT TURN LANE

9.5'

TRAVEL LANE

10'

32.75'

SIDEWALK

BUFFER

SAWCUT

17.5'

32.75'

12'2'

SIDEWALK

BUFFER

SAWCUT

17.5' MIN

TRAVEL LANE

10'

LEFT TURN LANE

9.5'

SIDEWALK

BUFFER

TRAVEL LANE

14'

SAWCUT

REMOVE EXISTING PAVEMENT

VAR.

SAWCUT

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

\C A

D D

\T S

B V

.d g n

-J U

N -2

LEGEND

ITEM 301001 - GABC

ITEM 301002- GABC, PATCHING

ITEM 401044 - SUPERPAVE, TYPE C, PG 64-22 (NON-CARBONATE STONE)

ITEM 401014 - SUPERPAVE, TYPE B, PG 64-22

ITEM 401029 - SUPERPAVE TYPE C, PG 64-22, PATCHING

ITEM 401030 - SUPERPAVE, TYPE B, PG 64-22, PATCHING

ITEM 701012- PCC CURB, TYPE 1-6

ITEM 701014 - PCC CURB, TYPE 2

ITEM 705001 - PCC SIDEWALK, 4"

ITEM 908026 - EROSION CONTROL MULCH

ITEM 908016 - PERMANENT GRASS SEEDING, SUBDIVISION

ITEM 908004 - TOPSOIL, 6" DEPTHN

ITEM 705005 - PCC SIDEWALK, 8"

AS INDICATED ON TYPICAL SECTION.

PROPOSED PATCHING PAVEMENT ITEMS AT THE SAME DEPTH

WHEN PROPOSED PAVEMENT WIDTH IS LESS THAN 4', USE

EXTENSION TRANSITIONS.

BUFFER SLOPE VARIES (6:1 MAX) IN LOCATIONS OF CURB

SEE CONSTRUCTION DETAILS FOR BRICK BUFFER DETAILS.

SIDEWALK.

SEE CP AND GG SHEETS FOR CURB LAYOUT AND LOCATIONS OF

INTERSECTIONS AND ENTRANCES.

ALONG THE ROADWAY AND 6' BEHIND THE FACE OF CURB AT

LATERAL OFFSET IS A MINIMUM OF 4' BEHIND THE FACE OF CURB

NOTES:

MATERIAL TYPE

LIFT THICKNESS (IN)

MINIMUM MAXIMUM

TYPE C (12.5 MM MIX)

TYPE B (19 MM MIX)

1.0

2.0

1.5 2.0

2.25 4.0

0.5

1.25

TYPE C (4.75 MM MIX)

TYPE C (9.5 MM MIX)

GRADE

BINDER

ALL

76-22, 70-22

ALL

TYPE BCBC (25 MM MIX)

GABC

6.0

3.0 6.0

4.0 8.0

2.25TYPE B (19 MM MIX)

64-22

A ITEM 209006 - BORROW, TYPE F

ITEM 760010 - PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT

AND R/W BASELINE

CONSTRUCTION

PCC CURB

EXISTING

O.G.

R/W

EXISTING

EXISTING PAVEMENT

R/W

EXISTING

32.75'

0.5% - 1.5%1.5%

1.5% 0.5% - 1.5%

AND SIDEWALK

EXISTING PAVER BUFFER

M IG C

8"8"

P K A N

STA. 1300+75

STA. 1300+64 TO

N MARKET ST TYPICAL SECTION

STATION 1300+64 TO STATION 1301+16

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

N MARKET ST TYPICAL SECTION

STATION 1301+16 TO STATION 1301+70

AND R/W BASELINE

CONSTRUCTION

0.5% - 1.5% 1.5%

EXISTING PAVEMENT

R/W

EXISTING

O.G.

1.5%1.5%

IE B

OROR

P K N

LOC

STA. 1301+16 TO STA. 1301+27.

CURB VARIES FROM 20' TO 14' FROM

STA. 1301+16

STA. 1301+10 TO

0.5% - 1.5% 1.5%

R/W

EXISTING

LOC

32.75'

C G

8" 8"

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

SIDEWALK

TIE TO HUTTON ST

6:1 MAX

VAR.

BUFFER

SIDEWALK

VAR.

6:1 MAX

VAR.

VAR. 4'

BUFFER

SIDEWALKO.G.

STONE WALL

EXISTING

MATCH

6:1 MAX

VARIES

O.G.

STONE WALL

EXISTING

SIDEWALK

TIE TO HUTTON ST

VARIES

8"8"

BUILDING

EXISTING

INTERSECTION FOR CORNER RADIUS.

EASTBOUND TRAVEL LANE WIDENS AT

4" B

ITEM 705504 - BRICK AND/OR BLOCK SIDEWALKP

4" K

NOT TO SCALE

ITEM 705521 - PATTERNED PCC SIDEWALK, 8"Q

G C

8"8"

H ITEM 701011- PCC CURB, TYPE 1-4

(SEE NOTE 4) (SEE NOTE 4)

(SEE NOTE 4)

OLD BRANDYWINE VILLAGE

STREETSCAPE IMPROVEMENTS,

PHASE 2 NEW CASTLE

WRA

V. KOWALSKI

J. SINCLAIR

TYPICAL SECTIONS

30'30'

SHLD

TRAVEL LANE

11'

RIGHT TURN LANE/SHLD

10'

TRAVEL LANE

10'

30'30'

TRAVEL LANE

14'

SHLD

TRAVEL LANE

11'

SAWCUT

SIDEWALK

5' MIN.VAR.

VAR.

SAWCUT

32.75' 32.75'

SIDEWALK

BUFFER

5.5'

RIGHT TURN LANE

10'

TRAVEL LANE

10'

TRAVEL LANE

14'

VARIES

SIDEWALK

BUFFER

5.5' VARIES

BUFFER

0' TO 6'

VAR.

LEGEND

ITEM 301001 - GABC

ITEM 301002- GABC, PATCHING

ITEM 401044 - SUPERPAVE, TYPE C, PG 64-22 (NON-CARBONATE STONE)

ITEM 401014 - SUPERPAVE, TYPE B, PG 64-22

ITEM 401029 - SUPERPAVE TYPE C, PG 64-22, PATCHING

ITEM 401030 - SUPERPAVE, TYPE B, PG 64-22, PATCHING

ITEM 701012- PCC CURB, TYPE 1-6

ITEM 701014 - PCC CURB, TYPE 2

ITEM 705001 - PCC SIDEWALK, 4"

ITEM 908026 - EROSION CONTROL MULCH

ITEM 908016 - PERMANENT GRASS SEEDING, SUBDIVISION

ITEM 908004 - TOPSOIL, 6" DEPTHN

ITEM 705005 - PCC SIDEWALK, 8"

AS INDICATED ON TYPICAL SECTION.

PROPOSED PATCHING PAVEMENT ITEMS AT THE SAME DEPTH

WHEN PROPOSED PAVEMENT WIDTH IS LESS THAN 4', USE

EXTENSION TRANSITIONS.

BUFFER SLOPE VARIES (6:1 MAX) IN LOCATIONS OF CURB

SEE CONSTRUCTION DETAILS FOR BRICK BUFFER DETAILS.

SIDEWALK.

SEE CP AND GG SHEETS FOR CURB LAYOUT AND LOCATIONS OF

INTERSECTIONS AND ENTRANCES.

ALONG THE ROADWAY AND 6' BEHIND THE FACE OF CURB AT

LATERAL OFFSET IS A MINIMUM OF 4' BEHIND THE FACE OF CURB

MATERIAL TYPE

LIFT THICKNESS (IN)

MINIMUM MAXIMUM

TYPE C (12.5 MM MIX)

TYPE B (19 MM MIX)

1.0

2.0

1.5 2.0

2.25 4.0

0.5

1.25

TYPE C (4.75 MM MIX)

TYPE C (9.5 MM MIX)

GRADE

BINDER

ALL

76-22, 70-22

ALL

TYPE BCBC (25 MM MIX)

GABC

6.0

3.0 6.0

4.0 8.0

2.25TYPE B (19 MM MIX)

64-22

A ITEM 209006 - BORROW, TYPE F

ITEM 760010 - PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT

ITEM 705504 - BRICK AND/OR BLOCK SIDEWALKP

ITEM 705521 - PATTERNED PCC SIDEWALK, 8"Q

H ITEM 701011- PCC CURB, TYPE 1-4

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

\C A

D D

\T S

B V

.d g n

-J U

N -2

AND R/W BASELINE

CONSTRUCTION

R/W

EXISTING

R/W

EXISTING

EXISTING PAVEMENT

CONCORD AVE TYPICAL SECTION

STATION 30+11 TO STATION 30+34

R/W

EXISTINGAND R/W BASELINE

CONSTRUCTION

R/W

EXISTING

CONCORD AVE TYPICAL SECTION

STATION 33+17 TO STATION 33+94

PCC CURB

EXISTING

O.G.

SIDEWALK

EXISTING

EXISTING PAVEMENT

FROM STA. 33+24 TO STA. 33+34.

CURB VARIES FROM MATCHING EXISTING TO 14'

STA. 33+17 TO STA. 33+24.

CURB MATCHES EXISTING FROM

0.5% - 1.5%

C G

8" 8"

C G

8" 8"

0.5% - 1.5%

6:1

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

LOC

LOC LOC

LOC

TCE

FENCE

EXISTING

FENCE

EXISTING

FENCE

EXISTING

AND R/W BASELINE

CONSTRUCTION

N MARKET ST TYPICAL SECTION

STATION 1302+00 TO STATION 1302+56

0.5% - 1.5% 1.5%

I P KA

R/W

EXISTING

R/W

EXISTING

EXISTING PAVEMENT

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

STA. 1302+44 TO STA. 1302+54.

CURB VARIES FROM TO 14' TO 20' FROM

LOCLOC 1

PCC CURB

EXISTING

AND SIDEWALK

EXISTING PAVER BUFFER

O.G.

G C

8" 8"

FENCE

EXISTING

BUILDING

EXISTING

6:1 MAX

VARIES

0.5% - 1.5%

R/W

EXISTING

LOC

BUILDING

EXISTING

6:1 MAX

VARIES

32.75'

6:16:1

A N

STA. 1302+32

STA. 1302+05 TO

STA. 1302+44 TO STA. 1302+54.

BUFFER TAPERS FROM 5.5' TO 5' FROM

O.G.

STONE WALL

EXISTING

4"B

6" K

NOT TO SCALE

PCC CURB

EXISTING SIDEWALK

EXISTING

O.G.

1.5%

TO 5'

MATCH EXISTING

SIDEWALK

TCE

OLD BRANDYWINE VILLAGE

STREETSCAPE IMPROVEMENTS,

PHASE 2 NEW CASTLE

WRA

V. KOWALSKI

J. SINCLAIR

TYPICAL SECTIONS

SAWCUT

TRAVEL LANE

11'

RIGHT TURN LANE

5.5' TO 11'

TRAVEL LANE

12'

4' MIN 8'

30'VARIES

30' TO 32.75'30' TO 32.75'

TRAVEL LANE

VARIES

TRAVEL LANE

VARIES

SIDEWALK

6'VARIES

SIDEWALK

LEGEND

ITEM 301001 - GABC

ITEM 301002- GABC, PATCHING

ITEM 401044 - SUPERPAVE, TYPE C, PG 64-22 (NON-CARBONATE STONE)

ITEM 401014 - SUPERPAVE, TYPE B, PG 64-22

ITEM 401029 - SUPERPAVE TYPE C, PG 64-22, PATCHING

ITEM 401030 - SUPERPAVE, TYPE B, PG 64-22, PATCHING

ITEM 701012- PCC CURB, TYPE 1-6

ITEM 701014 - PCC CURB, TYPE 2

ITEM 705001 - PCC SIDEWALK, 4"

ITEM 908026 - EROSION CONTROL MULCH

ITEM 908016 - PERMANENT GRASS SEEDING, SUBDIVISION

ITEM 908004 - TOPSOIL, 6" DEPTHN

ITEM 705005 - PCC SIDEWALK, 8"

AS INDICATED ON TYPICAL SECTION.

PROPOSED PATCHING PAVEMENT ITEMS AT THE SAME DEPTH

WHEN PROPOSED PAVEMENT WIDTH IS LESS THAN 4', USE

EXTENSION TRANSITIONS.

BUFFER SLOPE VARIES (6:1 MAX) IN LOCATIONS OF CURB

SEE CONSTRUCTION DETAILS FOR BRICK BUFFER DETAILS.

SIDEWALK.

SEE CP AND GG SHEETS FOR CURB LAYOUT AND LOCATIONS OF

INTERSECTIONS AND ENTRANCES.

ALONG THE ROADWAY AND 6' BEHIND THE FACE OF CURB AT

LATERAL OFFSET IS A MINIMUM OF 4' BEHIND THE FACE OF CURB

MATERIAL TYPE

LIFT THICKNESS (IN)

MINIMUM MAXIMUM

TYPE C (12.5 MM MIX)

TYPE B (19 MM MIX)

1.0

2.0

1.5 2.0

2.25 4.0

0.5

1.25

TYPE C (4.75 MM MIX)

TYPE C (9.5 MM MIX)

GRADE

BINDER

ALL

76-22, 70-22

ALL

TYPE BCBC (25 MM MIX)

GABC

6.0

3.0 6.0

4.0 8.0

2.25TYPE B (19 MM MIX)

64-22

A ITEM 209006 - BORROW, TYPE F

ITEM 760010 - PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT

ITEM 705504 - BRICK AND/OR BLOCK SIDEWALKP

ITEM 705521 - PATTERNED PCC SIDEWALK, 8"Q

H ITEM 701011- PCC CURB, TYPE 1-4

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

\C A

D D

\T S

B V

.d g n

-J U

N -2

AND R/W BASELINE

CONSTRUCTION

DE B

8"8" 2"

PCC CURB

EXISTING

EXISTING PAVEMENT

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

1.5%

LOC

R/W

EXISTING

R/W

EXISTING

R/W

EXISTING

1.5% 1.5%

O.G.

SIDEWALK

EXISTING

I KC

AND R/W BASELINE

CONSTRUCTION

MILL AND OVERLAY - TYPICAL SECTION

CONCORD AVE - STATION 33+94 TO STATION 35+00

CONCORD AVE - STATION 30+34 TO STATION 33+17

N MARKET ST - STATION 1302+56 TO STATION 1302+97

N MARKET ST - STATION 1300+25 TO STATION 1300+64

VANDEVER AVE - STATION 1211+50 TO STATION 1212+04

VANDEVER AVE TYPICAL SECTION

STATION 1212+04 TO STATION 1213+25

STA. 1213+25

STA. 1212+82 TO

R/W

EXISTING

R/W

EXISTING

EXISTING PAVEMENT

EXISTING

MATCH

EXISTING

MATCH

CURB

EXISTING

CURB

EXISTING

SIDEWALK

EXISTING

SIDEWALK

EXISTING

LOCLOC

LOC

6:1

SIDEWALK

TIE TO HUTTON ST

VARIES

0.5% - 1.5%6:1 MAX

VARIES

R/W

EXISTING

VARIES

STA. 1212+34

STA. 1212+04 TO

BUILDING

EXISTING

AT CORNER OF EXISTING BUILDING.

SIDEWALK HAS 4.5' WIDE PINCH POINT

FROM STA. 1213+06 TO STA. 1213+12.

SIDEWALK TIES TO EXISTING BUILDING

30'

A B

4" B

6" 2"

NOT TO SCALE

TO 7'

MATCH EXISTING

SIDEWALK

APRON

TRUCK

OLD BRANDYWINE VILLAGE

STREETSCAPE IMPROVEMENTS,

PHASE 2 NEW CASTLE

WRA

V. KOWALSKI

J. SINCLAIR

TYPICAL SECTIONS

6.5' TO 7'EXISTING

7' TO MATCH

6.5'

SAWCUT

20'20'

VARIESVARIES

SIDEWALK

6' VARIES

TRUCK APRON

0' TO 6'

SIDEWALK

VARIES

SIDEWALK

6' VARIES

LEGEND

ITEM 301001 - GABC

ITEM 301002- GABC, PATCHING

ITEM 401044 - SUPERPAVE, TYPE C, PG 64-22 (NON-CARBONATE STONE)

ITEM 401014 - SUPERPAVE, TYPE B, PG 64-22

ITEM 401029 - SUPERPAVE TYPE C, PG 64-22, PATCHING

ITEM 401030 - SUPERPAVE, TYPE B, PG 64-22, PATCHING

ITEM 701012- PCC CURB, TYPE 1-6

ITEM 701014 - PCC CURB, TYPE 2

ITEM 705001 - PCC SIDEWALK, 4"

ITEM 908026 - EROSION CONTROL MULCH

ITEM 908016 - PERMANENT GRASS SEEDING, SUBDIVISION

ITEM 908004 - TOPSOIL, 6" DEPTHN

ITEM 705005 - PCC SIDEWALK, 8"

AS INDICATED ON TYPICAL SECTION.

PROPOSED PATCHING PAVEMENT ITEMS AT THE SAME DEPTH

WHEN PROPOSED PAVEMENT WIDTH IS LESS THAN 4', USE

EXTENSION TRANSITIONS.

BUFFER SLOPE VARIES (6:1 MAX) IN LOCATIONS OF CURB

SEE CONSTRUCTION DETAILS FOR BRICK BUFFER DETAILS.

SIDEWALK.

SEE CP AND GG SHEETS FOR CURB LAYOUT AND LOCATIONS OF

INTERSECTIONS AND ENTRANCES.

ALONG THE ROADWAY AND 6' BEHIND THE FACE OF CURB AT

LATERAL OFFSET IS A MINIMUM OF 4' BEHIND THE FACE OF CURB

MATERIAL TYPE

LIFT THICKNESS (IN)

MINIMUM MAXIMUM

TYPE C (12.5 MM MIX)

TYPE B (19 MM MIX)

1.0

2.0

1.5 2.0

2.25 4.0

0.5

1.25

TYPE C (4.75 MM MIX)

TYPE C (9.5 MM MIX)

GRADE

BINDER

ALL

76-22, 70-22

ALL

TYPE BCBC (25 MM MIX)

GABC

6.0

3.0 6.0

4.0 8.0

2.25TYPE B (19 MM MIX)

64-22

A ITEM 209006 - BORROW, TYPE F

ITEM 760010 - PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT

ITEM 705504 - BRICK AND/OR BLOCK SIDEWALKP

ITEM 705521 - PATTERNED PCC SIDEWALK, 8"Q

H ITEM 701011- PCC CURB, TYPE 1-4

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

\C A

D D

\T S

B V

.d g n

-J U

N -2

HUTTON STREET

STATION 1400+79 TO STATION 1401+47

AND R/W BASELINE

CONSTRUCTION

O.G.

LOC

D E B I

KJBIKN

8"8"2"

1.5% 1.5%

3% 3%

HUTTON STREET

STATION 1400+60 TO STATION 1400+79

0.5% - 1.5%

EXISTING

MATCH

AND R/W BASELINE

CONSTRUCTION

LOC

R/W

EXISTING

R/W

EXISTING

MATCH

F G C

8"8"2"

O.G.

R/W

EXISTING

R/W

EXISTING

FROM STA. 1400+60 TO STA. 1400+70.

CURB VARIES FROM MATCHING EXISTING TO 6.5'

EXISTING PAVEMENT

PCC CURB

EXISTING

6:1 MAX

VARIES

BUILDING

EXISTING

VARIES

SIDEWALK

TIE TO N MARKET ST

0.5% - 1.5%

R/W

EXISTING

6:1 MAX

VARIES

BUILDING

EXISTING

STA. 1400+99

STA. 1400+79 TO

6:1 MAX

VARIES BUILDING

EXISTING

EXISTING PAVEMENT

I B

4" 8"

NOT TO SCALE

FROM STA. 1400+79 TO STA. 1401+20.

SLOPE TRANSITIONS FROM MATCHING EXISTING TO 3%

PCC CURB, TYPE 1-4 FROM STA. 1401+05 TO STA. 1401+10.

CURB TRANSITIONS FROM PCC CURB, TYPE 1-6 TO

OLD BRANDYWINE VILLAGE

STREETSCAPE IMPROVEMENTS,

PHASE 2 NEW CASTLE

WRA

CONTROL

HORIZONTAL AND VERTICAL

V. KOWALSKI

J. SINCLAIR

& R/W BASELINE

CONSTRUCTION

VANDEVER AVE

& R/W BASELINE

CONSTRUCTION

CONCORD AVE

& R/W BASELINE

CONSTRUCTION

N MARKET ST

& R/W BASELINE

CONSTRUCTION

HUTTON ST

N50°37'20.81"W N50°37'22.83"W N50°39'15.53"W

N07°53'31.41"W

1200+00 1205+00 1210+00

+0 0.0

POB

N06°36'15.10"W

N06°35'43.10"W

30+

35+

PI STA. 1301+96.61 N MARKET ST

POB STA. 30+00.00 CONCORD AVE =

STA. 1212+32.94 VANDEVER AVE

POE STA. 1401+54.81 HUTTON ST = 12

STA. 1301+81.39 N MARKET ST

POE STA. 1213+34.90 VANDEVER AVE =

N10°22'44.00"E

P I

N88°02'59.12"E

1401+05.20

1+ .9

+8 5.0

1298+80.00

POB

°0

1' .7 "E

N °5

'5 .8

1304+80.00

POE

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

\C A

D D

\H V

B V

.d g n

-J U

N -2

HORIZONTAL / VERTICAL CONTROL DATA

POINT NO. STATION OFFSET NORTHING EASTING ELEV.

1200+00.00 0.00' 637315.4255 622188.153730000

30012

30014

WRA5

MAG

WRA3

CUT

WRA4

MAG

GPS6

MAG

GPS2

VANDEVER AVE (N51333)

NCO

RD AVE (N4)

N M

A R

K E T S

T N

1205+02.25 0.00' 637634.0672 621799.923030001

1210+31.48 0.00' 637969.8219 621390.833730002

DATUM REFERENCE:

JU4140 - ELEV. 177.240 FEET.

JU0786 - ELEV. 17.4214 FEET.

(THIS TRAVERSE TIED TO THE CONCORD AVENUE PROJECT T201020009)

PLANE COORDINATE SYSTEM NAD' 83 (NSRS2007) NAVD'88.

THIS PROJECT IS REFERENCED TO THE DELAWARE STATE

MAG

GPS1

SCALE

FEET

60 120 180

CIRCULAR CURVE 1 CIRCULAR CURVE 2

30006

30009

30013

30011

1213+34.90 0.00' 638206.2232 621229.860830006

VANDEVER AVE

CONSTRUCTION ALIGNMENT CONTROL

POINT NO. STATION OFFSET NORTHING EASTING

1400+00.00 0.00' 637999.8938 621166.723530007

1401+54.81 0.00' 638105.3759 621244.621030011

HUTTON ST

CONSTRUCTION ALIGNMENT CONTROL

POINT NO. STATION OFFSET NORTHING EASTING

1298+80.00 0.00' 638055.6603 620968.772130012

1301.96.61 0.00' 638213.8256 621243.043930013

N MARKET ST

CONSTRUCTION ALIGNMENT CONTROL

POINT NO. STATION OFFSET NORTHING EASTING

34+14.95 0.00' 638626.0243 621195.320330015

37+00.00 0.00' 638909.1857 621162.580930016

CONCORD AVE

CONSTRUCTION ALIGNMENT CONTROL

POINT NO. STATION OFFSET NORTHING EASTING

1304+80.00 0.00' 638356.0219 621488.177830014

(N 51142)

H U T T O

N S

TANGENT DIRECTION: N07°53'31.41"W

RADIAL DIRECTION: N82°06'28.59"E

CHORD DIRECTION: N29°16'23.47"W

RADIAL DIRECTION: N39°20'44.47"E

TANGENT DIRECTION: N50°39'15.53"W

EXTERNAL: 5.174

MIDDLE ORDINATE: 4.818

CHORD: 51.040

TANGENT: 27.406

LENGTH: 52.244

DEGREE OF CURVE(ARC): 81°51'04.0089"

DELTA: 42°45'44.1134" RIGHT

RADIUS: 70.00

PT(30005) 1212+43.35 638115.5480 621242.4302

CC(30500) 638125.1595 621311.7672

PI(30004) 1212+18.52 638088.4015 621246.1932

PC(30003) 1211+91.11 638071.0261 621267.3873

STATION NORTHING EASTING

ELEMENT: CIRCULAR

TANGENT DIRECTION: N88°02'59.12"E

RADIAL DIRECTION: S01°57'00.88"E

CHORD DIRECTION: N49°12'51.56"E

RADIAL DIRECTION: S79°37'16.00"E

TANGENT DIRECTION: N10°22'44.00"E

EXTERNAL: 7.094

MIDDLE ORDINATE: 5.526

CHORD: 31.354

TANGENT: 20.126

LENGTH: 33.890

DEGREE OF CURVE(ARC): 229°10'59.2250"

DELTA: 77°40'15.1242" RIGHT

RADIUS: 25.00

PT(30010) 1401+18.96 638104.0536 621205.7896

CC(30501) 638079.0681 621206.6404

PI(30009) 1401+05.20 638103.3687 621185.6753

PC(30008) 1400+85.07 638083.5720 621182.0494

STATION NORTHING EASTING

ELEMENT: CIRCULAR

1201+57.36 -21.86' 637398.3601 622052.6457GPS6 33.59'

1204+72.30 -24.14' 637596.4088 621807.7566WRA5 36.94'

1209+89.86 23.96' 637961.9419 621438.2059WRA4 43.37'

1212+92.12 33.09' 638160.6590 621210.2485WRA3 48.74'

33+64.58 26.81' 638579.0690 621227.7484GPS2 68.24'

35+43.22 19.57' 638755.6863 621200.0241209 77.11'

36+30.46 25.06' 638842.9841 621195.4541GPS1 81.86'

OLD BRANDYWINE VILLAGE

STREETSCAPE IMPROVEMENTS,

PHASE 2 NEW CASTLE

WRA

V. KOWALSKI

J. SINCLAIR

CONSTRUCTION PLANS

8' 22'

20' 20'

DETAIL

RELOCATION

SEE LAMP

OF-SERVICE

EXISTING POINT-

NOTE 6

SEE

SEE NOTE 7

10.5'(L)x3.5'(W)

MAT TYPE 1,

REINFORCEMENT

4 SY TURF

NOTE 6

SEE

G.V.

" C

W -W

8" C

W -W

-W

VER-

ER-

V E R -C

VER-

CC-

C C

C C C

C C

-S

4" D

P- G

2" D

P- G

" D

P -G

2" D

P- G

L U

M -C

L U

LUM-

L U

LUM-

CC-

C C

10"

STONE W

ALL

WRA54

CONC

6' HIGH

ALUM

INUM

GRASS

STONE

2 STY

ASPHALT

CONC

BRICK

3 STY

STONE

2 STY

BRICK

3 STY

#48826 43611

#43620

WRA3A

WRA3

20" ELM

#48834

#48822 43614

BUS

STOP

GLASS

DPL

43628

#8827

43617

#48819

43620

#48229

43621

#48814

VERS

43615

#48834

43605

#48838

DOOR

BILCO

STEEL

FILLED WITH DEBRIS

STEEL COVER

ELL

INDOW

DOOR

BILCO

STEEL

DOOR

BILCO

STEEL

CONC

DOOR

ROLL UP

STEEL

CONC

VERS

(FILLED)

TRENCH DRAIN

BED

FLOWER

G R

A S S

CONC

STEPS

ASPHALT

CONC

VERS

CONC

3.5 ' H

GRASS

CONC

IRON

CONC

' H

C H

M U L C

GRANITE

C O

N C

ONE

WALL

GRANITE

C O

N C

C O

N C

C O

N C

CONC

43626

#48835

G.M.

J.W.

STEPS

CONC

STEPS

CONC

STEPS

WOOD

G.V.

F.H.

T.P.

FLOWERS

D .I.

D .I

W.M.

CONC

M U L C

BRICK

G.M.

G.V.

A L U

U M

' H

STONE CURB

PCC

CURB

PCC

CURB

ASPHALT

P C

C C

U R

P C

C C

U R

ASPHALT

P C

C C

U R

T Y P E P

C C C

U R

PCC CURB

STONE CURB

PCC CURB

PCC

CURB

PCC

CURB

C C

U R B

BRICK

VERS

STEPS

CONC

S T O

N E W

A L L

CAMERA

RED LIGHT

VERS

FENCE

OODEN

CONC

" R

J.W.

CAMERA

RED LIGHT

D R

A N D T

N N S

U D D A R D

H /W

D D A R D

-0 .1 0-

D R

O N M

K S

-0 .1 0-

D R

A R N O

-0 .1 0-

D R

C H U

U N O N

S A

A I K

-0 .1 0-

D R

G A

-0 .1 0-

D R

-0

D A R A E

N T E R P R

E S

LLC

-0 .3 -4

D R

-0

D A R A E

N T E R P R

E S

LLC

-0 .3 -4

D R

-0

S H I 2

N M

A R K E T

LLC

-0 .3 -4

PB 20171106-0058030

DR 20171211-0064477

MINISTRY OF CARING, INC.

26-022.30-302

PB 20171106-0058030

DR 20171211-0064478

MINISTRY OF CARING, INC.

26-022.30-459

DR 20030402-0041035

WILMINGTON UDAG CORPORATION

26-022.30-270

DR 20230428-0027126

MINISTRY OF CARING, INC.

26-022.30-408

D R

-0

D A R A E

N T E R P R

E S

LLC

-0 .3 -4

DR 20231025-0071678

HYUNHOKOO

JAE YUEN LEE AND

26-022.30-407

M .F. 2

-0

A C C E S S E

A S E

M E N T P

E R

-00

ACCES

EASE

MENT

EXISTING

2.44' ALLEY

D R

C H R

O N

-0 .1 0-

D R

A M

A N G U

A N

O N Y

M A N G U

M A

-0 .1 0-

D R

N E

O U N G

-0 .1 0-

D R

X A N D

A R A N O V

-0 .1 0-

DR 2602-18

OF ADMINISTRATIVE SERVICES

BY AND THROUGH THE DEPARTMENT

THE STATE OF DELAWARE,

26-022.30-409

20' 20'

30'

D R

-0

D E

W A R E A

R C H

E C T U R E

U N

D A T

-0 .3 -4

D R

-0

T R U S T A

G R E E

M E N T D

A T E D D

E C E

M B E R

, 2

A N

G E

N A S , T

R U S T E E U

N D E R R

E V O

C A B

-0 .3 -4

TH-02

TH-01

TH-03

TH-04

TH-05

N M

ARKET S

VANDEVER AVE

H U T T O

N S

C O

N C

O R

D A

V E

LSR

X2A

LSR

X2B

1211+00

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

A D

D \C

P O

B V

.d g n

-J U

N -2

SCALE

FEET

20 40 60

MATCH LINE STA. 31+25

CP-01

CURB SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

100 39'PCC CURB, TYPE 1-6

101 192'PCC CURB, TYPE 1-6

102 96'PCC CURB, TYPE 1-6

104 100'PCC CURB, TYPE 1-6

LAMP

COMM.

DRAINAGE

MH & INLET

DRAINAGE

INLET

COMM.

OMH

ELEC.

ELEC. MH

DND

ELEC. METER

GAS AND

WM & WV

COMM.

COMM.A

INLET

105 165'PCC CURB, TYPE 2

DND

UT POLE &

DND

POLE

SIGN

PRIVATE

REPLACE SIDEWALK PANELS IN KIND AS REQUIRED FOR CONDUIT INSTALLATION.

DEPRESS PROPOSED TYPE 2 CURB WITHIN LIMITS OF PEDESTRIAN CROSSING.

STREET LAMPS AND UTILITY POLES MARKED AS DND.

SEE CONSTRUCTION DETAILS FOR GUIDANCE TO INSTALL PROPOSED SIDEWALK AROUND EXISTING

CURB TO TOP OF GRADE.

ALSO BE GRADED TO DRAIN TO THE INLET WITH A MAXIMUM DROP OF 6" FROM SIDEWALK OR TOP OF IS ACHIEVED. ALL OPEN AREAS ENCOMPASSED BETWEEN THE BACK OF CURB AND SIDEWALK SHALL CONTRACTOR SHALL ENSURE THAT POSITIVE CONVEYANCE FROM CURB OPENING TO DRAINAGE INLET

TURF REINFORCEMENT MAT SHALL BE PLACED WHERE APRON IS SHOWN IN DELDOT STANDARD NO. C-4.

STANDARD NO. C-4. PAYMENT SHALL BE MADE UNDER ITEM NO. 701031 - CURB OPENING, 2' OPENING.

CURB OPENINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND DELDOT

WALLS NOTED WITH DND DURING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR ANY DAMAGES.

CONTRACTOR SHALL PROTECT EXISTING STAIRS, FENCES, BILCO DOORS, AND STONE OR CONCRETE

6' BEHIND THE FACE OF CURB AT INTERSECTIONS AND ENTRANCES.

LATERAL OFFSET IS A MINIMUM OF 4' BEHIND THE FACE OF CURB ALONG THE ROADWAY AND

DND

BILCO DOOR

BUILDING &

DND

BILCO DOOR

BUILDING &

DND

WALL

STONE

DND

PIPE & JW

FENCE,

DND UT POLE

DND

AND STEPS

BILCO DOOR

DND

DOOR

BILCO

DND

STEPS

DND

STEPS

DND

& STEEL PIPE

UT POLE

DND

UT POLE

DND

UT POLE

CHYDRANT

FIRE

LAMP

DND

PIPES

DND

PIPE

DND PIPE

LAMP RELOCATION DETAIL

SCALE: 1" = 10'

LAMP

LSR

DOORBIL

COST

EEL

CONC.

43626 #48835-

DOORBIL

COST

EEL

LIGHTING SERVICE SCHEDULE

NO.

CONDUITS

NO. OF

SIZE/TYPE LENGTH

CABLE / WIRE

AMOUNT AND TYPE OF

METHOD

INSTALL

1 1 2"-RGS 18' (2) #6, (1) #6 GROUNDTRENCH

2 1 2"-RGS 22' (2) #6, (1) #6 GROUNDTRENCH

ACCORDANCE WITH ITEM 211000.

POLE BASE AND CONDUITS (LSR-X1 AND LSR-X2A) SHALL BE REMOVED IN

TO THE NEW POLE BASE IN ACCORDANCE WITH ITEM 851007. THE EXISTING

THE CONTRATOR SHALL RELOCATE THE EXISTING LIGHT POST AND LUMINAIRE

INCIDENTAL TO THE WIRING ITEMS.

POST, TO THE EXISTING LIGHT POST NEAR STA. 1303+08. ALL SPLICES ARE

AND INSTALL NEW WIRING FROM THE CONDULET, TO THE RELOCATED LIGHT

CONTRACTOR SHALL INTERCEPT EXISITNG LSR-X2A/X2B WITH PROPOSED LSR-2

INTERCEPT THE POLE-MOUNTED SERVICE DROP WITH PROPOSED LSR-1. THE

THE ADJACENT LIGHT POST NEAR STA. 1303+08. THE CONTRACTOR SHALL

X2A/X2B BETWEEN THE POLE-MOUNTED CONDULET AT THE SERVICE POINT AND

THE CONTRACTOR SHALL REMOVE THE EXISTING WIRING IN LSR-X1 AND LSR-

EXISTING LIGHT POST PRIOR TO POURING THE POLE BASE.

THE PROPOSED ANCHOR BOLTS AND BOLT PATTERN ARE COMPATIBLE WITH THE

SEE POLE BASE DETAILS ON SHEET DT-02. THE CONTRACTOR SHALL VERIFY

LAMP RELOCATION NOTES:

R C P

(2) #6, (1) #6 GROUND-70'2"-RGS1X2B*

* DENOTES EXISTING CONDUIT

DND

DOOR

BILCO

103 66'PCC CURB, TYPE 1-4

LSR

OLD BRANDYWINE VILLAGE

STREETSCAPE IMPROVEMENTS,

PHASE 2 NEW CASTLE

WRA

V. KOWALSKI

J. SINCLAIR

CONSTRUCTION PLANS

' 2

8" CW-W

VER-C

VER-C VER-C

CC-C

VER-C

CC-C

18" CW-S

4" DP-G

LUM-C

18" CW-S

CC-C CC-C CC-C

GPS1

GPS2 HB

MULCH

ASPHALT

CONC

PORCH

BRICK HSE

2 STY

G.V.

G.V. G.V.

G.V.

S.V.

F.H.

T.P.

W.M.W.M. W.M.

WV WVWV

D.I.

D.I. 27" RCP

RCP

27"

CONC

10"

ELM12"

ELM

10"

ELM

GRASS

6' HIGH

CHAIN LINK

6' HIGH

IRON

3.5' HIGH

LINK

CHAIN

43688 #48826

#48821 4685

DPL

43677 #48827

43669 #48823

12"

SYCAMORE

15"

4'4'

36"

PINE

GRASS

BIRCH

#48829 43672

ASPHALT

BRICK

M A C

PCC CURB

PCC CURB PCC CURB

W A L L

W.M.

PCC CURB

GRASS

F.H.

PCC CURB

D .I.

MULCH

CONC.

RCP

27"

ASPHALT

F.H.

GRASS

2'2'2'2'

3'2'2' 3'3'

MULCH

20" 3'2' 43658

#48822

J.W.S

CONC

PCC CURB

METAL POST AND RAIL

3.5' HIGH

G.V. 1 " R

C P

18" RCP

' W

A L K

W A Y E

A S E

M E

N T P

E R P

PB 13337

DR 20230104-0000977

JAMIA S. JORDAN

26-022.30-451

DR 1115-275

ALBERT H. RICE

26-022.30-111

PB 20171106-0058030

PB 20171211-0064477

MINISTRY OF CARING, INC.

26-022.30-302

PB 20170726-0037748

SACRED HEART HOUSING, INC.

26-022.30-269

DR 966-301

CITY OF WILMINGTON

26-022.30-108

P B

-0

P R

E F O S T E R P

R O P E R T

S L

L C

-0

P B

-0

H M

A N R

E N T A L S , L

L C

-0

D R

-2

B R

A H

A M

D . A

D D

E R

L Y

, H /W

L A

V E

R N

E A

D D

E R

L E

Y A

N D

-0

-1

D R

-0

E P

P E

S C

-0

-1

D R

-0

H E

T E

N R

E A

L T

Y S

E R

L C

-0

-1

P B

D R

-0

Y L

O L

S A

N D

S H

E Y

E C

O L

-0

-4

D R

-0

P I

R E

N T

A L

S L

L C

-0

-1

D R

-8

A C

. S L

A U

G H

T E

-0

-1

D R

-0

E F

O S

T E

R . L

L C

-0

-1

PB 20131101-0069556

SHAKTI REAL ESTATE HOLDING, LLC

26-022.30-094

EXISTING R/W

DR 20030402-0041035

WILMINGTON UDAG CORPORATION

26-022.30-270

DR 20070621-0055433

CHAE H. KIM AND SOO J. KIM, H/W

26-022.30-119

W 2 2N

D S T

T A T N

A L L S

CONCORD AVE

T A T N

A L L S

CONCORD AVE

32+00 33+00 34+00 35+00 36+00

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

A D

D \C

P O

B V

.d g n

-J U

N -2

M A

T C

H L

S T

SCALE

FEET

20 40 60

CP-02

POLE

CURB SCHEDULE

NO. ITEM DESCRIPTION / TYPE LENGTH

200 97'PCC CURB, TYPE 1-6

DND

POLE

UTILITY

NOTED WITH DND DURING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR ANY DAMAGES.

CONTRACTOR SHALL PROTECT EXISTING STAIRS, FENCES AND STONE OR CONCRETE WALLS

6' BEHIND THE FACE OF CURB AT INTERSECTIONS AND ENTRANCES.

LATERAL OFFSET IS A MINIMUM OF 4' BEHIND THE FACE OF CURB ALONG THE ROADWAY AND

DND

FENCE

VALVE

GAS

MANHOLE

SAN.

G.V.

MANHOLE &

SAN.

MANHOLE

SAN.

D.I.

M.H.

D.I. &

D.I.

W.V.

O J.W.

201 17'PCC CURB, TYPE 1-6

DND

CMANHOLE

COMM.

PIPES

DND

PIPES

DND

PIPE

DND

E V

A T

30+00 30+50

31+00 31+50 32+00 32+50 33+00 33+50 34+00

E L

E V

A T

34+50 35+00 35+50 36+00

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

\C A

D D

\P F

B V

.d g n

P M

N/A T202120003

OLD BRANDYWINE VILLAGE

STREETSCAPE IMPROVEMENTS,

PHASE 2 NEW CASTLE

WRA

V. KOWALSKI

J. SINCLAIR

PROFILES

SCALE

FEET

30 60 90

EXISTING GROUND

PROPOSED GRADE

N MARKET ST

MATCH EXISTING *

AS SHOWN ON PLANS

MATCH EXISTING SURFACE ELEVATIONS THROUGH LIMITS OF MILL AND OVERLAY,

*ENTIRE LIMITS OF CONCORD AVENUE ROADWAY NOT SURVEYED FOR DESIGN.

STATION

CONCORD AVENUE

PROPOSED GRADE

EXISTING GROUND

STREET

TATNALL

OLD BRANDYWINE VILLAGE

STREETSCAPE IMPROVEMENTS,

PHASE 2 NEW CASTLE

WRA

V. KOWALSKI

J. SINCLAIR

PROFILES

EXISTING GROUND

PROPOSED GRADE

MATCH EXISTING

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

\C A

D D

\P F

B V

.d g n

-J U

N -2

E L

E V

A T

E L

E V

A T

N MARKET STREET

STATION

1300+00 1300+50 1301+00 1301+50 1302+00 1302+50 1303+00

SCALE

FEET

30 60 90

VANDEVER AVE

CONCORD AVE

OLD BRANDYWINE VILLAGE

STREETSCAPE IMPROVEMENTS,

PHASE 2 NEW CASTLE

WRA

V. KOWALSKI

J. SINCLAIR

PROFILES

EXISTING GROUND

MATCH EXISTING

PROPOSED GRADE

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

\C A

D D

\P F

B V

.d g n

-J U

N -2

E L

E V

A T

1208+50 1209+00 1209+50 1210+00 1210+50 1211+00 1211+50 1212+00 1212+50 1213+00 1213+50

SCALE

FEET

30 60 90

VANDEVER AVENUE

STATION

E L

E V

A T

HUTTON ST

N MARKET ST

OLD BRANDYWINE VILLAGE

STREETSCAPE IMPROVEMENTS,

PHASE 2 NEW CASTLE

WRA

V. KOWALSKI

J. SINCLAIR

PROFILES

EXISTING GROUND

PROPOSED GRADE

CONTRACT

COUNTY

CHECKED BY:

BRIDGE NO.

ADDENDA / REVISIONS SECTION

SHEET NO.

-0

\C A

D D

\P F

B V

.d g n

-J U

N -2

E L

E V

A T

E L

E V

A T

1400+00 1400+50 1401+00 1401+50 1402+00

STATION

SLOPE = 1.38%

SLOPE = 2.95%

SLOPE = 4.20%

E L

E V

P V

TYPE OF CURVE = SYMMETRIC PARABOLA

DIRECTION = CREST

LENGTH = 20.00'

L1 = 10.00' L2 = 10.00' G1 = 2.95% G2 = 1.38%

SSD = 697.36'

K = 12.74

E L

E V

P V

E L

E V

P V

E L

E V

P V

K = 16.00

E L

E V

P V

E L

E V

DIRECTION = CREST

LENGTH = 20.00'

L1 = 10.00' L2 = 10.00' G1 = 4.20% G2 = 2.95%

SSD = 873.32'

TYPE OF CURVE = SYMMETRIC PARABOLA

E L

E V

V I

SCALE

FEET

30 60 90

HUTTON STREET

VANDEVER AVE

OLD BRANDYWINE VILLAGE

STREETSCAPE IMPROVEMENTS,

PHASE 2 NEW CASTLE

WRA

V. KOWALSKI

J. SINCLAIR

D .I.

D .I

N M

ARKET S

VANDEVER AVE

H U T T O

N S

C O

N C

O R

D A

V E

1211+00

SCALE

FEET

20 40 60

GRADES AND GEOMETRICS

MATCH LINE STA. 31+25

GG-01GG-01

60324

60411

60412

60410

R=20'

R=5' (TYP.)

60202

60203

60204

60200

60205

60207

60208

60209

60206

60210

60211

R=20'

R=20' R=18'

60006

60008

60007

60000

60405

60406 60409

60408

60404

60400

60403

60401

R=5' (TYP.)

60001

60002

60003

60005

R=33'

60004

60201

60315

60311

60407

60312

60308

60305

60304

60301

60300

R=4'

R=5'

R=40'

R=34'

COORDINATE LIST

POINT NO. STATION OFFSET NORTHING EASTING

60413

MATCH EXISTING

60303

R=27

.89

47.

47.25

47.05

49.70

49.58

49.72

48.94

49.02

49.12

49.66

49.81

.15

.6 .3 .0 .7 .2 .8

46.85 46.40

46.0046.19

6030660302

60310

10'

60307

60402

SEE SHEET 19 FOR CURB RAMP DETAILS.

SHALL BE PAID FOR UNDER ITEM 763501 - CONSTRUCTION ENGINEERING.

ALL WORK REQUIRED FOR CALCULATING AND STAKING OF GRADES

EXISTING CURB ELEVATIONS.

OR EXISTING CURBS SHALL MATCH THE EXISTING PAVEMENT OR

PROPOSED PAVEMENT OR CURBS THAT TIE INTO EXISTING PAVEMENT

RADII ARE GIVEN AT THE EDGE OF PAVEMENT.

INTERSECTION CURVES ARE GIVEN AT 10 FOOT INTERVALS.

UNLESS OTHERWISE NOTED, EDGE OF PAVEMENT ELEVATIONS ALONG

AND CURB AND GUTTER IS GIVEN AT THE EDGE OF PAVEMENT.

UNLESS OTHERWISE NOTED, POINT GEOMETRY ADJACENT TO CURB

ARE TO THE LEFT OF THE CONSTRUCTION BASELINE.

OFFSETS SHOWN IN THE GEOMETRY TABLES WITH A MINUS SIGN

60008 30+34.49 -20.32' 638245.7502 621218.8877

60007 30+27.92 -20.37' 638239.2204 621219.5998

60006 1301+58.78 -47.00' 638235.6430 621186.7943

60005 1301+58.78 -14.00' 638207.0558 621203.2798

60004 1301+26.86 -14.00' 638191.1086 621175.6260

60003 1301+23.32 -15.46' 638190.6110 621171.8316

60002 1301+19.93 -18.85' 638191.8535 621167.2040

60001 1301+16.36 -20.32' 638191.3380 621163.3789

60000 1301+10.46 -20.27' 638188.3543 621158.2890

60313

60314

COORDINATE LIST

POINT NO. STATION OFFSET NORTHING EASTING

60214

60215

COORDINATE LIST

POINT NO. STATION OFFSET NORTHING EASTING

60331 1212+69.93 -42.43' 638136.0480 621196.7490

60330 1212+76.20 -16.69' 638145.7900 621221.3917

60326 1212+80.98 -32.29' 638148.3873 621205.2778

60325 1212+83.83 -48.07' 638149.0422 621189.2556

60324 1213+12.77 -8.00' 638183.2045 621224.9751

60315 1400+78.81 -12.18' 638079.6051 621168.9391

60314 1400+91.05 -12.40' 638094.3361 621172.4949

60313 1400+81.42 -12.19' 638082.1738 621169.4049

60312 1400+85.40 -12.20' 638086.2542 621170.1396

60311 1400+91.14 -10.35'…

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File details come from the government source that posted it. Updated Sep 11, 2026.