unofficial website copy - delawaregssdocs.deldot.delaware.gov/bids/t201320003 - plans.pdf ·...

Unofficial Website Copy

N

PLAN SHEET INDEX CROSS REFERENCE

7 8

7

8

11TH STREET 11TH STREET

N.

DU

PO

NT

ST

RE

ET

N.

CL

AY

TO

N

ST

RE

ET

N.

CL

AY

TO

N

ST

RE

ET

N.

CL

AY

TO

N

ST

RE

ET

SCALE

FEET

0 50 100 1502

PENNSYLVANIA AVENUE (S

R 52)

9 10

18

22 23

27 28RIGHT OF WAY PLANS

SIGNING & STRIPING PLANS

LANDSCAPING PLANS

LIGHTING PLANS

CONSTRUCTION PHASING,M.O.T. & E&S

GRADES & GEOMETRICS

CONSTRUCTION PLANS

15 - 17

20 21

PLAN SHEET INDEX

9:5

0:0

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DEPARTMENT OF TRANSPORTATIONDELAWARE

TOTAL SHTS.

SHEET NO.

29

STREETSCAPE IMPROVEMENTS11TH STREET

CONTRACT

T201320003

COUNTYDESIGNED BY:

CHECKED BY:

XBRIDGE NO.ADDENDUMS / REVISIONS

NEW CASTLE

AMW

JMH

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00107+00107+00

200

+00

201+

00

202

+00

203

+00

204+00

205

+00

206

+00

207

+00

MATCHLINE 201+50


NOT TO SCALE

BFS

CZ

LOC

A

C

A

O

DND

RL

C

RL

O

RM

C

RM

O

C

O

BIOFILTRATION SWALE

CONCRETE SAFETY BARRIER - PERMANENT

BUTT JOINT

CURB, TYPE 2

CURB & GUTTER, TYPE 1




CLEAR ZONE

DRAINAGE INLET

DITCH

FENCE - METAL

FENCE - WOOD

FLARED END SECTION

GUARDRAIL, TYPE 2

JUNCTION BOX - DRAINAGE

LIMIT OF CONSTRUCTION

MANHOLE

PAVEMENT PATCH

PIPE & DIRECTIONAL FLOW ARROW

RIPRAP

UNDERDRAIN

UNDERDRAIN OUTLET

CONSTRUCTION BASELINE100+00

RIGHT-OF-WAY SYMBOLS

DA

PE

R/W

R/W-DA

TCE

PROPOSED DENIAL OF ACCESS

PROPOSED PERMANENT EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED RIGHT-OF-WAY MONUMENT

100+00 PROPOSED RIGHT-OF-WAY BASELINE

ADJUST BY CONTRACTOR

ADJUST BY OTHERS

CURB OR CURB & GUTTER

CONVERT TO JUNCTION BOX

CONVERT TO DRAINAGE MANHOLE

CURB OPENING

DRAINAGE INLET

DO NOT DISTURB

FILTRATION STRUCTURE

GUARDRAIL

JUNCTION BOX

MANHOLE

PIPE

RELOCATE BY CONTRACTOR

RELOCATE BY OTHERS

REMOVE BY CONTRACTOR

REMOVE BY OTHERS

IDENTIFIERS

FLARED END SECTION

CONCRETE SAFETY BARRIER

MONUMENT - RIGHT-OF-WAY

LANDSCAPE PLANTINGS

SHRUBBERY

DECIDUOUS TREE

CONDUIT JUNCTION WELL

PAVEMENT MARKINGS

PAVEMENT STRIPING

CONSTRUCTION

PROPOSED R/W & DENIAL OF ACCESS

TEMPORARY CONSTRUCTION EASEMENT

UD

P

M

MH

LS

JB

GR

FS

FES

DI

CR

CMH

CJB

C

B

CR-N

LANDSCAPING

TRAFFIC

DETECTABLE WARNING SYSTEM

WITHOUT SIDEWALK SURFACE

CURB, TYPE 1 & TYPE 3

CONIFEROUS TREE

LUMINAIRE

ITMS-CON

SIG-CON SIGNAL CONDUIT

ITMS CONDUIT

TRAFFIC SIGN

LEGEND

CURB RAMP / TYPE

CURB RAMP / TYPE -

UNDERDRAIN / LENGTH

UNDERDRAIN OUTLET PIPE

(TYPE LABEL)

(TYPE LABEL)

DRAINAGE PIPE AND FLOW ARROW

RIPRAP - LINEAR FEATURE

RIPRAP - AREA FEATURE

DRAINAGE PIPE HEADWALL

DRAINAGE MANHOLE

DRAINAGE JUNCTION BOX

DIRECTIONAL STREAM FLOW ARROW

DITCH OR STREAM CENTERLINE

FLAG POLE

MAILBOX

PILLAR OR MISCELLANEOUS POST

TRAFFIC SIGN AND POST

GUARDRAIL - STEEL BEAM

WALL - STONE

WALL - BRICK OR BLOCK

FENCE - STOCKADE OR SPLIT RAIL

FENCE - CHAINLINK OR STRANDED

GUARDRAIL - WIRE ROPE

LAMP AND POST - RESIDENTIAL

CURB

CURB AND GUTTER

PAVEMENT - FLEXIBLE

PAVEMENT - RIGID

SHRUBBERY

HEDGEROW OR THICKET

GRASS LAWN

MARSH BOUNDARY LINE

TREE STUMP

TREE - CONIFEROUS

TREE - DECIDUOUS

WOODS LINE BOUNDARY

SURVEY BENCHMARK LOCATION

SURVEY TIE POINT LOCATION

SURVEY TRAVERSE POINT

PROPERTY MARKER - IRON PIPE

POINT OF CURVATURE OR TANGENCY

POINT OF INTERSECTING TANGENTS

POLE MOUNTED LUMINAIRE

ELECTRIC MANHOLE

ELECTRIC TRANSFORMER

GAS METER

GAS MANHOLE

GAS PUMP - SERVICE STATION

UTILITY POLE GUY WIRE ANCHOR

GAS VALVE

RAILROAD TRACKS

SANITARY SEWER MANHOLE

SANITARY SEWER VALVE

TELEPHONE BOOTH

TELEPHONE MANHOLE

CABLE TV DISTRIBUTION BOX

UTILITY BOX

UTILITY POLE

WATER VALVE

WATER METER

TELEPHONE TEST POINT

WATER - FIRE HYDRANT

SOIL BORING LOCATION

UTILITY TEST HOLE LOCATION

WELL HEAD

SEPTIC DRAIN FIELDS.D.F.

DRAINAGE

MANMADE ROADSIDE FEATURES

NATURAL ROADSIDE FEATURES

SURVEY CONTROL & MONUMENTATION

PROPERTY MARKER - CONCRETE MON.

UTILITY

RIGHT-OF-WAY SYMBOLS

100+00

UTILITY COMPANY FACILITIES

SIZE/TYPE LABEL

DELINEATED WETLAND BOUNDARY LINE

SANITARY SEWER VENT OR CLEANOUT

PARKING METER AND POST

PILE - BRIDGE

TRAFFIC - CONDUIT JUNCTION WELL

TRAFFIC - LIGHT POLE AND BASE

TRAFFIC - PEDESTRIAN POLE & BASE

TRAFFIC - SIGNAL CABINET & BASE

TRAFFIC - SIGNAL POLE AND BASE

FP

PM

WL

TV

VENT

U

WELL

P L

ELECTRIC METEREM

DRAINAGE INLETD.I.

BOLLARD - STEEL POLE

BOLLARD - WOOD POST

? MANHOLE - UNDETERMINED OWNER

HISTORIC RIGHT-OF-WAY BASELINE

R/W-DA

DA

EASEMENT TYPE

EXISTING R/W & DENIAL OF ACCESS

EXISTING DENIAL OF ACCESS

EXISTING RIGHT-OF-WAY

EXISTING EASEMENT

EXISTING PROPERTY LINE

GUARDRAIL, TYPE 1

GUARDRAIL, TYPE 3

GUARDRAIL END TREATMENT, TYPE 1



IMPACT ATTENUATOR

BRICK PATTERNED SURFACE

FENCEF

FILL WITH FLOWABLE FILLFF

C

UDO

CONSTRUCTION SAFETY FENCECSF

CONSTRUCTION SAFETY FENCECSF

ED ENERGY DISSIPATOR

GUARDRAIL END ANCHORAGE

TOPSOIL, SEED AND MULCHPAVEMENT REMOVAL -

EXISTING SYMBOLS PROPOSED SYMBOLS

P.C.C. SIDEWALK - 4"

FOR CHANNELIZATION ISLANDS.)

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

MAILBOXMB

LO LATERAL OFFSET

PAVEMENT SECTION(S)

DWB

SILT FENCE / LENGTH

SILT FENCE - REINFORCED

ED

PST

RSF

SB

SBD

SCE

SF

SP-1

SP-2

ST

ST

ST

SW

TSD

SEDIMENT TRAP

EARTH DIKE

STONE CHECK DAM

SUMP PIT, TYPE 2

TEMPORARY SWALE

INLET SEDIMENT CONTROL

PERIMETER DIKE/SWALE

PORTABLE SEDIMENT TANK

SANDBAG DIKE

SANDBAG DIVERSION

STABILIZED CONSTRUCTION ENTRANCE

SILT FENCE

SUMP PIT, TYPE 1

SEDIMENT TRAP

SEDIMENT TRAP PIPE OUTLET

STILLING WELL

TEMPORARY SLOPE DRAIN

SF

ST

EROSION & SEDIMENT CONTROL

SEDIMENT TRAP WITH INLET AS OUTLET

DEWATERING BASIN

DEWATERING BAG

TURBIDITY CURTAIN / LENGTH

TURBIDITY CURTAINT

FULL DEPTH PAVEMENT:

DP-E

DP-G

DELMARVA POWER ELECTRIC

DELMARVA POWER GAS

MCI-C MCI TELECOMMUNICATIONS

VER-C VERIZON COMMUNICATIONS

3

DRIVEWAY PAVEMENT:

COM-C COMCAST CABLE

CW-W CITY OF WILMINGTON - WATER

CW-S CITY OF WILMINGTON - SEWER

ZAY-C ZAYO FIBER

GABC, TYPE B, PATCHING (ITEM 302008)8"

PG 64-22, PATCHING (ITEM 401822)

BIT. CONC. SUPERPAVE TYPE B, 160 GYRATIONS,3"


BIT. CONC. SUPERPAVE TYPE C, 160 GYRATIONS,2"

GABC, TYPE B, PATCHING (ITEM 302008)8"


BIT. CONC. SUPERPAVE BCBC, 160 GYRATIONS,5"


BIT. CONC. SUPERPAVE TYPE B, 160 GYRATIONS,3"


BIT. CONC. SUPERPAVE TYPE C, 160 GYRATIONS,2"

LEVEL LANDING AT CURB RAMPS

MILL AND OVERLAY PAVEMENT

TYPICAL SECTIONS

9:5

3:3

2

AM

G:\

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155002.0

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TOTAL SHTS.

SHEET NO.

29


CONTRACT

T201320003

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

AMW

JMH


GENERAL NOTES

NOT TO SCALE

NONE

PROJECT NOTES

FOR THIS PROJECT

EROSION POTENTIAL

NOTES

( )

NONE

( )

( )

( )

( )

( )

DETAILS", DATED 2001, INCLUDING ALL REVISIONS UP TO THE DATE OF ADVERTISEMENT.

SPECIFICATIONS", DATED AUGUST 2001 AND THE DELAWARE DEPARTMENT OF TRANSPORTATION "STANDARD CONSTRUCTION

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

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

BY DELDOT.

EXISTING DIGITAL TERRAIN MODEL, IN .DTM FILE FORMAT, COMPATIBLE WITH SOFTWARE CURRENTLY USED

BY DELDOT.

PROPOSED DIGITAL TERRAIN MODEL, IN .DTM FILE FORMAT, COMPATIBLE WITH SOFTWARE CURRENTLY USED

TERRAIN MODEL (DTM).

DESIGN FILE, IN .DGN FILE FORMAT, CONTAINING ONLY THE PROPOSED 3D TRIANGLES OF THE PROPOSED DIGITAL

THE CONTRACTOR SHALL NOT BE REQUIRED TO HAVE AN ATSSA SUPERVISOR ASSIGNED TO THIS PROJECT.

BE SIGNED BY ALL PARTIES PRIOR TO THE DELIVERY OF ANY ELECTRONIC PROJECT FILES.

NOTE: THE DOCUMENT ENTITLED "RELEASE FOR DELIVERY OF DOCUMENTS IN ELECTRONIC FORM TO A CONTRACTOR" MUST

( )

( )

STAFF MAY BE THE ATSSA SUPERVISOR. PAYMENT FOR ATSSA SUPERVISOR IS INCIDENTAL TO ITEM 743000.

SUPERINTENDENT FOR THIS PROJECT OR ANOTHER ATSSA CERTIFIED MEMBER OF THE CONTRACTOR’S PROJECT

THE CONTRACTOR SHALL HAVE AN ATSSA SUPERVISOR ASSIGNED TO THIS PROJECT. THE CONTRACTOR’S GENERAL

THE ATSSA SUPERVISOR. PAYMENT FOR ATSSA SUPERVISOR SHALL BE PAID FOR UNDER ITEM 743031.

DEVICES FOR THIS PROJECT. THE CONTRACTOR’S GENERAL SUPERINTENDENT FOR THIS PROJECT SHALL NOT BE

SOLE JOB SHALL BE SUPERVISION OF THE INSTALLATION, OPERATION AND MAINTENANCE OF TRAFFIC CONTROL

THE CONTRACTOR SHALL HAVE AN ATSSA SUPERVISOR ASSIGNED TO THIS PROJECT. THE ATSSA SUPERVISOR’S

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

CROSS SECTIONS

PROJECT FILES THAT WILL BE MADE AVAILABLE TO THE CONTRACTOR, INCLUDE:4.

RIGHT-OF-WAY PLANS (WILL BE MADE AVAILABLE TO THE AWARDED CONTRACTOR)

THIS PROJECT.

AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA) CERTIFIED TRAFFIC CONTROL SUPERVISOR REQUIREMENT FOR5.

ALL PLAN SHEETS, IN PDF FORMAT.

CONTRACTOR ESC SUPERVISOR REQUIREMENT

STORMWATER REGULATIONS.

CONTRACTOR TRAINING PROGRAM, AS DEFINED IN SECTION 6.2 OF THE DELAWARE SEDIMENT AND

STORMWATER REGULATIONS.

CONTRACTOR TRAINING PROGRAM, AS DEFINED IN SECTION 6.2 OF THE DELAWARE SEDIMENT AND( ) MEDIUM

( ) MAJORAND STORMWATER REGULATIONS.

CERTIFIED CONSTRUCTION REVIEWER (CCR), AS DEFINED IN SECTION 6.3 OF THE DELAWARE SEDIMENT

2.

( X )

( X )

( )

4

BY THE ENGINEER IN THE FIELD.

WHEN NEW SIDEWALK IS ADJACENT TO EXISTING SIDEWALK, RETAINING WALLS, AND UTILITY POLES, OR AS DIRECTED

CONTRACTOR SHALL INSTALL A 1/2" EXPANSION JOINT, INCIDENTAL TO PCC SIDEWALK ITEM NO. 705001 / ITEM NO. 705002,15.

TO THE ITEMS BEING INSTALLED.

AND CURB RAMPS SHALL CONFORM TO CURRENT DEPARTMENT AND ADA STANDARDS. ALL COSTS ARE INCIDENTAL

CROSS SLOPES SHALL BE A MAXIMUM OF 2% ALONG THE PROPOSED CONSTRUCTION. ALL DRIVEWAY CROSSING

THE CONTRACTOR SHALL INSTALL ALL SIDEWALKS TO CONFORM TO CURRENT ADA STANDARDS. ALL SIDEWALK 20.

SHEET WAS NOT PREPARED.

THERE ARE NO ENVIRONMENTAL PERMITS ASSOCIATED WITH THIS PROJECT. AS SUCH, AN ENVIRONMENTAL COMPLIANCE19.

MISCELLANEOUS

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

THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL RESIDENTS AND BUSINESSES DURING CONSTRUCTION ACTIVITIES, UNLESS22.

AND FINAL DISPOSAL SHALL BE INCIDENTAL TO THE ITEM THAT GENERATED THAT MATERIAL.

STOCKPILING MATERIAL, MOVING ANY MATERIAL FROM ANY STOCKPILES, WETTING AND/OR DRYING THE MATERIAL, OR REMOVAL

ELSEWHERE ON THE PROJECT SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. ALL COSTS ASSOCIATED WITH

BE MEASURED FOR PAYMENT. ALL MATERIALS ENCOUNTERED IN THE EXCAVATIONS OF THE PROJECT THAT ARE NOT USED

REQUIREMENTS. HOWEVER, MOVING THE MATERIAL FROM THE STOCKPILE AND THEN UTILIZING THE MATERIALS SHALL NOT

OF ITS INTENDED USE. THE CONTRACTOR MAY, WITH APPROVAL OF THE ENGINEER, STOCKPILE MATERIALS TO MEET THESE

CONTRACTOR TO DRY OR WET THE MATERIALS, IF NEEDED, SO THAT THE MATERIALS WILL MEET THE REQUIREMENTS

ENGINEER SHALL BE INCIDENTAL TO THE ITEM THAT GENERATED THE MATERIAL. IT SHALL BE THE RESPONSIBILITY OF THE

ELSEWHERE WITHIN THE PROJECT. PAYMENT FOR PLACING THESE BORROW MATERIALS AT LOCATIONS AS DIRECTED BY THE

MATERIALS AS MAY BE FOUND IN THE EXCAVATIONS THAT ARE DETERMINED BY THE ENGINEER TO BE SUITABLE FOR USE

THE CONTRACTOR, WITH THE APPROVAL OF THE ENGINEER, SHALL BE DIRECTED TO USE ON THE PROJECT BORROW6.

7.

8.

OF THE CONTRACTOR AND INCIDENTAL TO THE PIPE ITEM THAT IS BEING VIDEO INSPECTED.

CLEANING PRIOR TO VIDEO INSPECTION AND MAINTENANCE OF TRAFFIC DURING THE VIDEO INSPECTION ARE THE RESPONSIBILITY

EXPENSE. THE DEPARTMENT WILL VIDEO INSPECT NEW PIPE RUNS TO CONFIRM CONDITION PRIOR TO ACCEPTANCE. PIPE

DRAINAGE STRUCTURES DUE TO CONTRACTOR OPERATIONS SHALL BE REPAIRED OR REPLACED IN-KIND AT THE CONTRACTOR’S

THE FINAL DRAINAGE SYSTEM AND AGREE ON THE CONDITION PRIOR TO CONSTRUCTION. DAMAGES TO EXISTING PIPES AND

THE DEPARTMENT AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES AND DRAINAGE STRUCTURES TO BE USED IN9.

SECTION 600

DIRECTED BY THE ENGINEER. ALL COSTS ARE PAID UNDER THE RESPECTIVE ITEMS BEING INSTALLED.

ALL DISTURBED AREAS WITHIN THE LIMIT OF CONSTRUCTION, SHALL BE TOPSOILED (6" MINIMUM), AND SEEDED AS12.

FOR UNDER ITEM 762002- SAWCUTTING, CONCRETE, FULL DEPTH.

FULL DEPTH, UNLESS OTHERWISE NOTED ON THE PLANS OR DIRECTED BY THE ENGINEER AND SHALL BE PAID

BE SAWCUT AT THE TIE-IN POINT OR MEET THE NEAREST EXISTING SIDEWALK JOINT. ALL SAW CUTTING SHALL BE

WHERE PROPOSED CONCRETE SIDEWALK IS CONSTRUCTED TO MEET EXISTING SIDEWALK, THE EXISTING SIDEWALK SHALL11.

TRANSITIONING SHALL BE INCIDENTAL TO THE PROPOSED CURB ITEM.

CURB SHALL BE TRANSITIONED IN 10 LINEAR FEET OR AS DIRECTED BY THE ENGINEER IN THE FIELD. PAYMENT FOR

IN AREAS WHERE PROPOSED CURB MEETS EXISTING CURB AND THE TWO CURB TYPES ARE NOT SIMILAR, THE PROPOSED10.

SECTION 700

ALL COSTS TO MODIFY PROPOSED CURB IS INCIDENTAL TO THE ITEM BEING INSTALLED.

CONTRACTOR SHALL MATCH EXISTING CURB HEIGHTS EXCEPT WHERE PROPOSED ELEVATIONS ARE GIVEN IN THE PLANS.16.

NO ADDITIONAL PAYMENT WILL OCCUR FOR OFFSITE STOCKPILING.

TO THE APPROVAL OF THE ENGINEER, STOCKPILE AREA MAY BE LOCATED OUTSIDE OF THE PROJECT LIMITS, IF NECESSARY,

MATERIAL REQUIRED FOR THE PROJECT IN ACCORDANCE WITH SECTION 908.01 OF THE STANDARD SPECIFICATIONS. SUBJECT

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN AREA SUITABLE FOR STOCKPILING BORROW, TOPSOIL, AND OTHER FILL18.

DEPARTMENT’S STORMWATER ENGINEER OR THE APPROPRIATE CONSTRUCTION ENGINEER.

SUPPORT SECTION. A COPY OF THE GENERAL PERMIT OR THE NOI CAN BE OBTAINED UPON REQUEST FROM EITHER THE

GENERAL PERMIT AND NOI IS KEPT ON FILE IN EACH OF THE CONSTRUCTION OFFICES AND THE DEPARTMENT’S TEAM

WITH THE NPDES INDUSTRIAL PERMITTING REQUIREMENTS FOR THIS CONSTRUCTION PROJECT. A COPY OF THE NPDES

COMPLIANCE WITH DELDOT’S APPROVED SEDIMENT AND STORMWATER MANAGEMENT PLANS WILL CONSTITUTE COMPLIANCE

THIS PROJECT IS COVERED UNDER A "NPDES" GENERAL PERMIT FOR CONSTRUCTION, UNDER THE GENERAL PERMIT,17.

SECTION 900

TO THE ITEMS BEING INSTALLED.

SHALL BE REMOVED BY HAND OR LEFT IN PLACE AS DIRECTED BY THE ENGINEER IN THE FIELD. ALL COSTS ARE INCIDENTAL

THE CONTRACTOR SHALL SAWCUT A MINIMUM 4" FROM THE FACE OF THE EXISTING STRUCTURES. THE REMAINING MATERIAL21.

AT THE DISCRETION OF THE ENGINEER, SHALL BE REPAIRED AND/OR REPLACED IN KIND AT THE CONTRACTOR’S EXPENSE.

ANY DAMAGE DONE BY THE CONTRACTOR TO ITEMS NOTED TO BE RELOCATED OR RESET BY OTHERS OR BY THE CONTRACTOR,1.

SECTION 100

AT THE CONTRACTOR’S EXPENSE.

ANY DAMAGE TO THESE AMENITIES WHICH IS DONE BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED IN KIND

DIRECTED BY THE ENGINEER. ALL COSTS SHALL BE INCIDENTAL TO ITEM NO. 201000 - CLEARING AND GRUBBING.

ARE NOTED BY "DND" SHALL BE PROTECTED BY THE CONTRACTOR WITH SAFETY FENCE OR OTHER MEASURES AS

ROADSIDE AMENITIES WITHIN THE LIMITS OF CONSTRUCTION OR EASEMENT AREAS THAT ARE TO REMAIN IN PLACE AND

ALL COSTS SHALL BE INCIDENTAL TO ITEM NO. 201000 - CLEARING AND GRUBBING.

ORGANIC MATTER IS NOT PERMITTED. CHIPPED MATERIAL MUST BE REMOVED PRIOR TO PLACING EMBANKMENT OR TOPSOIL.

ALL TREE STUMPS AND ROOT MAT TO BE REMOVED SHALL BE ENTIRELY REMOVED REGARDLESS OF DEPTH. BURIAL OF

( ) INSIGNIFICANT

( X ) MINOR

THE DISTURBED AREA FOR THIS PROJECT IS 0.614 ACRES. THE TOTAL ADDITIONAL IMPERVIOUS COVERAGE FROM THIS PROJECT6.

IS -0.01 ACRES.

BARE AREAS SHALL BE EITHER PERMANENTLY STABILIZED OR COVERED WITH APPROVED PEDESTRIAN MATERIAL.

DURING CONSTRUCTION OF THE SIDEWALK ALL BARE AREAS SHALL BE STABILIZED AT THE END OF EACH WORK DAY.14.

THE NEW PAVEMENT IS TO TIE INTO THE EXISTING PAVEMENT.

ALL PAVED AREAS (INCLUDING DRIVEWAYS) TO BE RECONSTRUCTED OR WIDENED SHALL BE SAWCUT AT THE POINT WHERE13.

SHALL BE INCIDENTAL TO THE ITEM BEING REMOVED.

DISPOSED OF OUTSIDE THE PROJECT AREA. ALL COSTS ASSOCIATED WITH THE REMOVAL AND DISPOSAL OF THIS MATERIAL

UNSUITABLE MATERIALS FROM ROADWAY AND UNDERCUT EXCAVATION SHALL NOT BE USED AS FILL AND SHALL BE LEGALLY5.

EXISTING STONE CURB AND REMOVE AND RESET STONE RETAINING WALLS.

NOT BE LIMITED TO THE FOLLOWING: HANDRAILS, FENCE, DOWNSPOUTS, JUNCTION WELLS SHOWN TO BE REMOVED,

ITEMS TO BE REMOVED UNDER ITEM 211000 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS SHALL INCLUDE BUT4.

BUT ONLY TO THE ACTUAL DEPTH EXCAVATED.ITEM 208000,

THE SOLUTION TO THE UTILITY CONFLICT. TEST HOLES SHALL BE MEASURED AND PAID FOR IN ACCORDANCE WITH

CONTRACTOR, WITH THE ENGINEER AND THE UTILITY COMPANY INVOLVED. THE ENGINEER SHALL ULTIMATELY DETERMINE

OF POSSIBLE UTILITY CONFLICTS, TO DETERMINE IF CONFLICTS EXIST. ANY CONFLICTS SHALL BE COORDINATED BY THE

THE ENGINEER MAY REQUIRE THE CONTRACTOR TO EXCAVATE TEST PITS ALONG THE PROPOSED CONSTRUCTION AT POINTS3.

CLEARING AND GRUBBING.

TO THE PRUNING OPERATION. ALL COSTS ASSOCIATED WITH THE ABOVE WORK TO BE PAID UNDER ITEM 201000 -

THE CONTRACTOR SHALL NOTIFY DELDOT’S ROADSIDE ENVIRONMENTAL ADMINISTRATOR AT LEAST TWO (2) DAYS PRIOR

PRUNE EXISTING TREE AND SHRUB BRANCHES, WHICH OVERHANG THE SIDEWALK, IN ACCORDANCE WITH I.S.A. STANDARDS.

ACHIEVE A VERTICAL CLEAR SPACE OF 10 FEET ABOVE THE PROPOSED SIDEWALK ELEVATION. THE CONTRACTOR SHALL

IN AREAS WHERE TREES OR SHRUBS WILL BE OVERHANGING THE PROPOSED SIDEWALK, PRUNING MAY BE NECESSARY TO2.

SECTION 200

EROSION AND SEDIMENT CONTROL PLAN AND ISSUE AN EXTENSION WITH ANY APPROPRIATE MODIFICATIONS.

PRIOR TO THE EXPIRATION OF THE EROSION AND SEDIMENT CONTROL PLAN APPROVAL. DELDOT WILL REVIEW THE CURRENT

IS ANTICIPATED TO EXTEND BEYOND THE THREE YEARS, THE CONTRACTOR SHALL INFORM THE ENGINEER THREE MONTHS

THE DATE THE STORMWATER ENGINEER SIGNED THE CONSTRUCTION TITLE SHEET. IF THE FINAL ACCEPTANCE OF THE PROJECT

DELEGATED AUTHORITY. THE EROSION AND SEDIMENT CONTROL PLANS ARE VALID FOR A THREE YEAR PERIOD, BEGINNING ON

THE EROSION AND SEDIMENT CONTROL PLANS HAVE BEEN APPROVED BY DELDOT’S STORMWATER ENGINEER UNDER DELDOT’S8.

ADHERING TO THE STANDARDS SHALL BE INCIDENTAL TO THE OVERALL CONTRACT COSTS.

AS DETAILED IN SECTION 3.6 OF THE "DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK". ALL COSTS ASSOCIATED WITH

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO THE CONSTRUCTION SITE POLLUTION PREVENTION SPECIFICATIONS7.

THE TIE-IN LIMITS FOR RESIDENT’S WALKWAYS SHALL BE CONFIRMED BY THE ENGINEER IN THE FIELD.27.

14 DAYS PRIOR TO THE START OF CONSTRUCTION AT 302-576-6006.

THE CONTRACTOR SHALL CONTACT JAMILA JONES, THE CHIEF OF SCHEDULING FOR DART FIRST STATE,26.

EXPENSE. ALL COSTS WILL BE INCIDENTAL TO THE CONTRACT.

TO THE EXISTING STRUCTURE DUE TO CONTRACTOR OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR’S

THE EXISTING WALL AND AGREE ON AND MAKE RECORD OF THE CONDITION PRIOR TO CONSTRUCTION. DAMAGES

OTHER LARGE VIBRATORY COMPACTION EQUIPMENT. THE DEPARTMENT AND THE CONTRACTOR SHALL INSPECT

ALONG THE SOUTH SIDE OF 11TH STREET. THE CONTRACTOR SHALL NOT USE VIBRATORY ROLLERS OR

THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO PROTECT THE EXISTING STONE WALL25.

BY THE ENGINEER, PRIOR TO INSTALLATION. ALL COSTS INCIDENTAL TO ITEM 763501.

THE LOCATIONS OF ALL ABOVE GROUND ITEMS, SUCH AS LIGHTS, SIGNS, ETC. SHALL BE VERIFIED24.

ALL COSTS ARE INCIDENTAL TO THE SIDEWALK ITEMS 705001 AND 705002.

AND MID-DISTANT BETWEEN THE ENDS IN ACCORDANCE WITH THE WILMINGTON CODE OF ORDINANCES.

THE SIDEWALK. THE CONTRACTOR’S NAME SHALL BE PLACED AT THE ENDS OF THE FINISHED SIDEWALK

INCH DEPTH. IF A METAL PLATE IS USED THE TOP OF THE PLATE SHALL BE FLUSH WITH THE TOP OF

AN IMPROVED METAL PLATE. THE STAMPED LETTERS SHALL BE ONE INCH IN HEIGHT AND ONE-QUARTER

THE CONTRACTOR SHALL MARK THEIR NAME IN THE CONCRETE, EITHER BY STAMPING OR BY INLAYING23.

TYPICAL SECTIONS

9:5

5:1

1 A

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PR

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CT

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155002.0

0 (DelD

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17

30

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5002.0

1 (Task 1,

Ele

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7/11/2017


TOTAL SHTS.

SHEET NO.

29


CONTRACT

T201320003

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

AMW

JMH


TYPICAL SECTIONS5

NOT TO SCALE

PGA - PROFILE GRADE APPLICATION

PDGA - PROFILE DITCH GRADE APPLICATION

PR - POINT OF ROTATION

TYPICAL SECTION LEGEND

6

1

2

3

4

BASE COURSE, TYPE B

ITEM 302007 - GRADED AGGREGATE

5

BASE COURSE, TYPE B, PATCHING

ITEM 302008 - GRADED AGGREGATE

7

8

ITEM 908014 - PERMANENT GRASS SEEDING, DRY GROUND

ITEM 908010 - TOPSOIL, 6" DEPTH

ITEM 701502 - STONE CURB

ITEM 701014 - PCC CURB, TYPE 1-6 OR

LOC LOC

2 5 4

37

1

4"

68 8 2

8"5"

54

3"

3 7

1

4"

6 88

EXISTING PAVEMENT

TYPICAL SECTION - NORTH CLAYTON STREET

30’

R/WEXISTING

30’

R/WEXISTING

EXISTING R/W CENTERLINE

BASELINE AND

PROPOSED CONSTRUCTION

ONE WAY TRAVEL LANE

5’ MIN. SIDEWALKVARIES VARIES

LOC

VARIES

LOC

2’

2 5 4

37

1

4"

68 8 254

3 7

16 8

PROPOSED PAVEMENT

R/WEXISTING

R/WEXISTING

EXISTING R/W CENTERLINE

BASELINE AND

PROPOSED CONSTRUCTION

0’-5’

12.25’

24.5’ 24.5’

14.8’ 14.5’

2

4:1 (MAX.)

SLOPE VARIES

2

2

4"

2

9

P.C.C. SIDEWALK, 6"-ITEM 705002

P.C.C. SIDEWALK, 4" OR-ITEM 705001

9

8"= GABC

6"= BIT. CONC., BCBC

4"= BIT. CONC., TYPE B

2"= BIT. CONC., TYPE C

MATERIALS AFTER COMPACTION ARE:

MAXIMUM SINGLE LIFTS FOR THE FOLLOWING

160 GYRATIONS, PG 64-22, PATCHING

ITEM 401821 - BIT. CONC., SUPERPAVE, TYPE C,


ITEM 401822 - BIT. CONC. SUPERPAVE, TYPE B,


ITEM 401823 - BIT. CONC. SUPERPAVE, BCBC,

CURB

EXISTING

CURB

EXISTING

TYPICAL SECTION - 11TH STREET

NOTES:

(NO GABC AND NO BCBC)

THE STONE CURB DETAIL IN THE PLANS.

SHALL FOLLOW THE PAVEMENT SECTION SHOWN ON

PATCHING IN FRONT OF THE PROPOSED STONE CURB1.

12.5’

STATION 103+35.05 TO 103+89.99

STATION 101+64.35 TO 102+84.35

EXISTING STONE WALL BETWEENNOTE:

(FOR LIGHTING)

ITEM 745604 - 2" SCHEDULE 80 PVC CONDUIT

TCETCE

O.G.O.G.

O.G.

O.G.

2" SCHEDULE 80 PVC CONDUIT DETAIL

1

TYPICAL SECTIONS

9:5

8:2

1 A

M

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.0

1 (Task 1,

Ele

venth St Fin

al Desig

n)\

CA

DD

FIL

ES\ts01.d

gn

7/11/2017


TOTAL SHTS.

SHEET NO.

29


CONTRACT

T201320003

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

AMW

JMH

14.0’14.5’

4"

4:1 (MAX.)SLOPE VARIES

12.5’

4:1 (MAX.)

SLOPE VARIES

4" 4"

4:1 MAX.

SLOPE VARIES4:1 MAX.SLOPE VARIES

4:1 MAX.

SLOPE VARIES

4:1 MAX.SLOPE VARIES

4’-4.5’0’-3.75’

0’ TO 25’

VARIES

0’ TO 7’

VARIES

4"

2"

2% (MAX.)SAWCUT2"

8"5"3"

6"

6"6"

2"

2’ 5’ MIN. SIDEWALK VARIES

2% (MAX.)

VARIES

6"

6"

8"5"3" 4"

EXISTING HOT-MIX PAVEMENT

VARIESVARIES

2% (MAX.)

5’ MIN. SIDEWALK VARIES

PROPOSED PAVEMENT

2’

SAWCUT2"

6"

8"5"3"

6"6"

2’

2"SAWCUT

VARIES 5’ MIN. SIDEWALK VARIES VARIES

2% (MAX.)

6"

6"

6"

EXISTING HOT-MIX PAVEMENT

ON-STREET PARKING

8’

ON-STREET PARKING

8’

THE VOID OF THE EXISTING CURB.TOPSOIL SHALL BE PLACED TO FILL

SAWCUT

THE VOID OF THE EXISTING CURB.TOPSOIL SHALL BE PLACED TO FILL

6"

THE CONSTRUCTION DETAIL TO PATCH EXISTING PAVEMENT.WHERE STONE CURB IS PROPOSED, CONTRACTOR SHALL FOLLOWNOTE:

THE CONSTRUCTION DETAIL TO PATCH EXISTING PAVEMENT.WHERE STONE CURB IS PROPOSED, CONTRACTOR SHALL FOLLOWNOTE:


CONSTRUCTION ALIGNMENT CONTROL

OFFSET EASTINGNORTHINGPOINT

0.00

0.00

0.00

0.00

0.00

HORIZONTAL / VERTICAL CONTROL DATA

STATION OFFSET EASTINGNORTHING ELEVATIONPOINT

N

TP-6TP-7

TP-5

TP-4

TP-3

TP-2

TP-1

TP-8

TP-9

TP-10

TP-1

TP-2

TP-3

TP-4

TP-5

TP-6

TP-7

TP-8

TP-9

TP-10

1001 1003

2001

2002

638965.5171 614883.1347

638802.6693 614851.3016

163.69

170.37

638708.1318

638677.7634

614805.8314 174.60

178.57638621.0367 614773.1698

614601.5020 179.76

638767.4339 614494.5074 175.78

638844.4189 614355.8449 172.38

638999.3258 614501.0628 163.10

639183.9979 614540.6281 155.80

160.52639033.1083 614664.8702

1001

1002

1003

20011002

2002

100+00.00 638879.5540 614250.0634

638621.8446105+50.00

STATION

614735.9474

107+00.00 638551.5571 614868.4671

200+00.00 638533.3544 614689.3685

207+10.00 639161.6297 615020.0758

204+72.67 -29.83

203+13.74 17.85

202+08.91 21.65

201+16.62 33.31

104+05.02 13.60

102+68.48 -15.49

101+09.91 -18.53

101+65.62 -223.42

205+06.47 -434.68

204+30.82 -254.46

ST

A. 201+

00.00

ST

A. 10

5+50.00

=

N27°4

5’40.0261"

E

S62°3’31.8191"E

6SCALE

FEET

0 50 100 150

N.

CL

AY

TO

N

ST

RE

ET

11TH STREET

N.

CL

AY

TO

N

ST

RE

ET 11TH STREET

N.

DU

PO

NT

ST

RE

ET

N.

CL

AY

TO

N

ST

RE

ET

PENNSYLVANIA AVENUE (S

R 52)

PROPOSED CONSTRUCTION & RIGHT OF WAY BASELINE

DATUM, NAD 83 (2007).

DATUM (NAVD 1988) AND HORIZONTAL DATUM NORTH AMERICAN

ALL ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL

VERTICAL CONTROLHORIZONTAL AND

10:0

0:4

4

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.0

1 (Task 1,

Ele

venth St Fin

al Desig

n)\

CA

DD

FIL

ES\

hv_

01.d

gn

7/11/2017


TOTAL SHTS.

SHEET NO.

29


CONTRACT

T201320003

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

AMW

JMH

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00107+00107+00

PO

B 10

0+00.00

PO

E 10

7+00.00

200

+00

201+

00

202

+00

203

+00

204+00

205

+00

206

+00

207

+00

POB 200+00.00

POE 207+10.00


TYPICAL SECTIONS

10:0

2:4

0

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.0

1 (Task 1,

Ele

venth St Fin

al Desig

n)\

CA

DD

FIL

ES\cp_

01.d

gn

7/11/2017


TOTAL SHTS.

SHEET NO.

29


CONTRACT

T201320003

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

AMW

JMH

202

201

203 204

EASEMENT

DRIVEWAY

COMMON

EXISTING

25’

101

102

103 104

105

106

D/R P-118-153

PENN PARTNERS L P

TP# 26-020.30-102

D/R P-118-153

PENN PARTNERS L P

TP# 26-020.30-103

D/R P-118-153

PENN PARTNERS L P

TP# 26-020.30-104

D/

R

L-126-188

RIC

HA

RD

ST

AU

SE

BA

CH

TP

# 26-020.3

0-113

107108

401

D/R 2385-242

BEVERLY R. BOVELL

TP# 26-020.30-106

301

EXISTING R/W

EXISTING R/W EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

24.5

’24.5

’

24.5

’2

4.5

’

30’ 30’

30’ 30’

EXISTING R/W

EXISTING R/W

60’

60’

EXIS

TIN

G

R/

W

TCE-1TCE-2

30’ 30’

B35-140

HOUSING AUTHORITY"

"DELAWARE STATE

STATE OF DELAWARE

TP# 26-020.30-078

D/R 1866-81

SUNBIRD LIMITED PARTNERSHIP

TP# 26-020.30-075

D/R N-98-312

LORRAINE A. CASALE, H/W

FURIO R. &

TP# 26-020.30-111

INSTR. 20150427 0019182

BRITTANY K. MCDUEL

TP# 26-020.30-225

INSTR. 20120917 0052703

JASON SULECKI

TP# 26-020.30-226

INSTR. 20100607 0028277

& FRANK BAFUNDO

KEVIN MCLAUGHLIN. PHILIP

TP# 26-020.30-105

INSTR. 20080813 0055666

MELODYE H. GABBARD, H/W

CHARLES K. &

TP# 26-020.30-163

INSTR. 20080813 0055666


CHARLES K. &

TP# 26-020.30-110

INS

TR.

200304

21 004

8081

VE

LL

A

GA

LL

AG

HE

R,

H/

W

DA

MIE

N

&

MIC

HE

LE

TP# 26-020.3

0-112

INSTR. 20141205 0054940

CHRISTOPHER K. KONTIS

TP# 26-020.30-114

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

WE

XIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

EXISTING R/W

INSTR. 20160531 0025605

MICHAEL GREGORY VELLA, H/W

LAUREN CUTAJAR-WYNNE VELLA &

TP# 26-020.30-232

HOTMIX

SIDEWALK

CONC.

CONC. SIDEWALK

WV

+

WV

WV

WV

WV

WV

WV

+

WV

+

WV

WV

+

WV

+

WV

+

CONC. SIDEWALK

CONC. SIDEWALKCONC. SIDEWALK

CONC. SIDEWALK

CONC. SIDEWALK

CONC. SIDEWALK

HO

TMIX

HOTMIX

CONC.

CONC.CONC.

DRIV

EW

AY

HO

TMIX

CO

NC.

DRIV

EW

AY

CONC. DRIVEWAY

WALKWAY

BRICK

CO

NC.

SID

EW

AL

K

HOTMIX

N.

CL

AY

TO

N

ST

RE

ET

HO

TMIX

11TH STREET11TH STREET 11TH STREET

N.

DU

PO

NT

ST

RE

ET

BRICK

CW-W

CW-

W

CW-

W

CW-

W

CW-W

STEPS AP

AR

TM

EN

TS

BRIC

K

STEPS

CONC.WOOD FENCE

6" CHAINLINK FENCE6" CHAINLINK FENCE

BRICK BUILDING

2 STORY

BRICK BUILDING

2 STORY

BRICK WALL

ST

EP

S

ST

EP

S

BRICK BUILDING

2 STORY

GATE

BRICK BUILDING

2 STORYBRICK BUILDING

2 STORY

PARKING LOT

D.I.

D.I.

D.I.D.I.

D.I. D.I.

D.I.D.I.

D.I.

TP-7

4366648128

4367148172

TP-5

4368748139

040

4369348140

4368248161 43673

48178

TP-6

WALL WALL

PCC CURB

PCC CURBPCC CURB

11TH STREET

STONE CURB

CURBSTONE

CURBSTONE

PCC CURB

PCC CURB

ST

ON

E

CU

RB

CU

RB

ST

ON

E

STONE CURB

STONE CURB

ST

ON

E

CU

RB

ST

ON

E

CU

RB

VE

R-

C

VER-C

8"TC

15"

TC

24"TC

24"TC24"TC

24"TC

18"

TC

30"

X20"

TC

10"

TC

15"T

C

12"

TC

24"TC 15

"T

C

15"T

C 15"TC

15"T

C 15"T

C

15"TC

15"TC

15"

TC

15"TC

DP-

G-2

PY

DP-G-4PYDP-G-4PYDP-G-4PYDP-G-4PYDP-G-4PYDP-G-4PY

CW-

W-8"

CW-

W-10"

CW-W-6"CW-W-8"CW-W-8"CW-W-8"


CW-

W-4"

CW-

W-4"

DP-

G-2

PY

DP-

G-12

CI

BRICK

FE

NC

E

101+00 102+00 103+00 104+00 105+00 106+00

200

+00

201+

00

PI 200+00.00

N

7

STUMP

STUMP

RM

C

RM

C

A

C

CR

3

A

C

DND

PCC WALKWAY.

CONSTRUCT

MATCH EXISTING.

SAWCUT AND

MATCH EXISTING.

SAWCUT AND

CR

3

CR

3

A

C

MATCH EXISTING.

SAWCUT AND

A

C

DND DNDA

C

A

C

A

C

DND

DND

TRASH CAN AREA.

RECONSTRUCT

CR

3

PROPOSED PCC CURB SHALL BE CONSTRUCTED IN PLACE OF THE EXISTING STONE CURB.

THE TANGENT SECTIONS OF THE PROJECT. AT THE RADII OF THE INTERSECTIONS,

ALL EXISTING STONE CURB SHALL BE REPLACED WITH NEW STONE CURB ALONG*

NO. ITEM DESCRIPTION / TYPE LENGTH

CURB SCHEDULE

C

3

C

5

C

6

C

9

A

C

DND FENCE

CR

3

WALL

C

13

C

14

C

12

5’

5’

A

C

A

C

A

C

A

C

DND

DND

DND

A

O

DND

DND

5 STONE CURB 17 LF

A

C

DND WALL

DND DND DNDDND DND

DND

A

O

WALL

SCALE

FEET

0 20 40 60

CONSTRUCTION PLANS

SAWCUT

CR

3

C

2

C

10

C

8

NOTE #6.

SEE

12.25’12.5’

12.25’12.5’

14.5’ 14’C

1

C

4

C

7

C

11

14 STONE CURB 293 LF

12 STONE CURB 121 LF

3 STONE CURB 17 LF

9 STONE CURB 15 LF

6 STONE CURB 18 LF

A

O

DND

DNDPOLES

POLE

A

C

POLE & FH

WM

TREE

SHRUB &

DND

A

O

GUY

TREE

POLE & FH

FH

**

STOP PAD.

PROPOSED BUS

SEE GRADES AND GEOMETRICS.

PAID UNDER ITEM #705001.

CONSTRUCT 1 STEP (11"x7").

1 PCC CURB, TYPE 1-6 37 LF








10’

CR0SS SLOPE.

TO ADJUST ROADWAY

10’ FROM FACE OF CURB

MILL AND OVERLAY

CROSS SLOPE.

TO ADJUST ROADWAY

5’ FROM FACE OF CURB

MILL AND OVERLAY

EXISTING

AND MATCH

SAWCUT

DND

GATE

SEE NOTE #7.

TIE-IN

BIT. CONC.

3’

TIE-IN

BIT. CONC.

MATCH EXISTING

SAWCUT AND

AND SEED

PLACE TOPSOIL

SEE NOTE #8.C

25

C

26



SEE NOTE #9.

TO REMAIN.

PORTION OF CURB

NOTES:

AS SHOWN IN THE SIDEWALK WITH OUTSIDE CURB CONSTRUCTION DETAIL.

TO TIE INTO EXISTING WALL, UTILIZING 1/2" BITUMINOUS EXPANSION FILLER,

WILL VARY IN WIDTH. PROPOSED SIDEWALK SHALL BE CONSTRUCTED

PROPOSED SIDEWALK ADJACENT TO AN EXISTING RETAINING WALL 6.

TO BE REMOVED ON THE PLANS.

ALL TREES WITHIN LOC SHALL NOT BE DISTURBED, UNLESS NOTED5.

IN ACCORDANCE WITH ADA GUIDELINES AND TO DRAIN PROPERLY.

THE PROPOSED SIDEWALK SHALL TIE INTO A SAWCUT INTERFACE,

THE BOTTOM LANDING AREA FOR EXISTING STEPS SHALL REMAIN AND4.

ARE INCIDENTAL TO ITEM 705001.

IN THE FIELD AND AS IDENTIFIED ON THE PLANS. ALL COSTS

THE CONTRACTOR SHALL RECONSTRUCT STEPS AS REQUIRED3.

NOTED IN THE PLANS.

ALL EXISTING UTILITIES ARE TO REMAIN UNLESS OTHERWISE2.

WITH UTILITY POLES.

AND DRAINAGE SHALL BE INSTALLED TO AVOID CONFLICT

ALL EXISTING UTILITY POLES TO REMAIN. PROPOSED CURB1.

ALL COSTS FOR THIS WORK SHALL BE INCIDENTAL TO THE CONTRACT.

CURB SHALL BE INSTALLED IN FRONT OF THE UNDISTURBED CURB.

THESE LIMITS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD. PROPOSED

THE EXISTING CURB UNDER THE ROOT TO MAINTAIN THE TREE’S STABILITY.

A MINIMUM OF 1 FOOT FROM THE ROOT LIMITS AND LEAVE IN-PLACE

IS GROWN OVER THE EXISTING CURB, CONTRACTOR SHALL SAWCUT

ON N. CLAYTON STREET OFFSET RIGHT, WHERE THE TREE ROOT SYSTEM9.


TRANSITION IN HEIGHT TO TIE INTO THE UNDISTURBED CURB.

VERIFIED BY THE ENGINEER IN THE FIELD. PROPOSED CURB SHALL

THE EXISTING CURB UNDER THE ROOT. THESE LIMITS SHALL BE

A MINIMUM OF 3 FEET FROM THE ROOT LIMITS AND LEAVE IN-PLACE


AT STATION 105+00 OFFSET LEFT, WHERE THE TREE ROOT SYSTEM8.

TO THE CONTRACT.

DOES NOT BLOCK GATE FROM OPENING. ALL COSTS ARE INCIDENTAL

ON PARCEL #102, CONTRACTOR SHALL ENSURE PROPOSED SIDEWALK7.

DNDFENCE

DNDAND FENCE

CONCRETE CURB

26-020.30-109.

26-020.30-105 THROUGH

IN DEEDS FOR PARCELS

EASEMENT AS DESCRIBED**

COMPACT 3’ SECTION.

HAND TAMP TO

UTILIZE VIBRATORY

MATCHLINE 201+50Unofficial Website Copy

402

D/

R 2385-24

2

BE

VE

RL

Y

R.

BO

VE

LL

TP# 26-020.3

0-106

403

404

405

406

302

303

304

305

306

307

308

309

310

311

312

313

407

314

D/R 1239-115

PENN PARTNERS L P

TP# 26-020.10-208

EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

30’

80’

30’

30’

30’

30’

30’

EXISTING R/W

R/W

EXISTING

EXISTING R/W

EXISTING R/W

VARIES

W/

R 109529

D/

R

U-50-359

GIL

DA

E.

SZ

EW

CZ

YK

TP# 26-020.3

0-219

EASEMENTWATER

5’ EXISTINGW/

R 7

537

7

D/

R

F-66-288

JU

LIA

PA

NA

CCIO

NE

TP# 26-020.3

0-108

D/

R 27

07-132

RIT

A

N.

CA

PP

EL

LE

TP# 26-020.3

0-109

D/R 2780-314

1600 WINNER ASSOCIATES L.L.C.

TP# 26-020.30-097

W/

R 080016

D/

R

G-5

4-358

TH

ER

ES

A

R.M.

VA

VA

LA

TP# 26-020.3

0-224

MF-6354

D/R G-104-49

P.V. MARTIN G P ET/AL

TP# 26-020.30-214

INS

TR.

20060919 0089681

WIL

LIA

M

CO

BB

TP# 26-020.3

0-215

INS

TR.

20120613 003

2889

MA

XW

EL

L

F.

KU

RS

H

TP# 26-020.3

0-216

INS

TR.

20101001 0052337

RE

BE

CC

A

A.

CO

RL

ET

T

TP# 26-020.3

0-217

INS

TR.

2014

0605 0023303

NIC

HO

LA

S

P.

WIL

SO

N

TP# 26-020.3

0-218

INS

TR.

20091103 007

004

9

PE

TE

R

G.

RA

SSIA

S

TP# 26-020.3

0-220

INS

TR.

2013

12

03 007

55

08

DR

AK

E

DW

OR

NIK

TP# 26-020.3

0-221

INS

TR.

2012

1119 0067

724

MA

SE

PR

OP

ER

TIE

S

L.L.C.

TP# 26-020.3

0-222

INS

TR.

20100618 0030665

JO

SE

PH

B.

RE

PE

TTI

TP# 26-020.3

0-223

INS

TR.

2015

04

27

0019182

BRIT

TA

NY

K.

MC

DU

EL

TP# 26-02

0.3

0-225

INS

TR.

20081114

007

47

80

ST

EF

ANIE

MA

TT

EI B

RIE

D,

H/

W

RO

BE

RT

D.

&

TP# 26-020.3

0-107

INS

TR. 2

0100607

002827

7

&

FR

AN

K

BA

FU

ND

O

KE

VIN

MC

LA

UG

HLIN. P

HILIP

TP# 26-020.3

0-105

DEED UNAVAILABLE

WESTMINSTER PRESBYTERIAN CHURCH

TP# 26-020.40-001

TYPICAL SECTIONS

10:0

4:0

2

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.0

1 (Task 1,

Ele

venth St Fin

al Desig

n)\

CA

DD

FIL

ES\cp_

02.d

gn

7/11/2017


TOTAL SHTS.

SHEET NO.

29


CONTRACT

T201320003

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

AMW

JMH

+

WV

WV

+

WV

WV

+

WV

WV

WV

WVWV

WVWV WV

WVWV

CONC. SIDEWALK

CONC. SIDEWALK

HOTMIX

CONC. SIDEWALK

CONC. SIDEWALK

CO

NC. S

IDE

WA

LK

MAILBOX

SIGNAL POLE

SIGNAL POLE

SIGNAL CABINET UTILITY BOX

HOTMIX

HO

TMIX

HOTMIX

HO

TMIX

N. CLAYTON STREET

N. CLAYTON STREET

CW-

W

CW-

W

CW-

WC

W-

W

CW-

W

CW-

W

CW-

W

WALLFENCE

TP-2

WALL

POST

D.I.

D.I.

D.I.

CONC. SIDEWALK

CONC. SIDEWALK

KIA PARKING LOT

BUILDING

4 STORY

ST

EP

S

GATEST

EP

S

TOWNHOUSESBRICK

SCAPING

LAND- GRASS

ST

EP

S

ST

EP

S

ST

EP

S

ST

EP

S

GR

AS

SWALLWALL

SCAPING

LAND-

ST

EP

S

ST

EP

S

ST

EP

S

ST

EP

S

STEPS

BRIC

K

BUIL

DIN

G

2

ST

OR

Y

BRICK BUILDING

1 STORY

TP-3

43688

48187

43986

48192

43699

48192

43698

48198

3702

8202

4371148197

4371248200

D.I.

TP-1

FENCE

CHAINLINK

PE

NN

SY

LV

ANIA

AV

EN

UE (S

R 52)

PE

NN

SY

LV

ANIA

AV

EN

UE (S

R 52)

STONE CURB STONE CURB PCC CURB

PCC CURBPCC CURBSTONE CURBSTONE CURB

LOTPARKINGHOT-MIX

VER-C

VER-C

VE

R-

C

VER-CVER-C VER-C

10"TC10"TC

10"TC 10"TC 12"TC

12"

TC

12"

TC

15"T

C

10"T

C

10"T

C

CW-

W-8"

CW-W-10"

DP-G-4PYDP-G-2PYDP-G-2PYDP-G-2PYDP-G-2PY

CW-W-10"

CW-W-8"CW-W-8"

CW-W-10"

JVER-

C

POLE

SIGNAL

STREET

N. CLAYTON

202+00 203+00 204+00 205+00 206+00

N

8

NOTES:

PROPOSED PCC CURB SHALL BE CONSTRUCTED IN PLACE OF THE EXISTING STONE CURB.

THE TANGENT SECTIONS OF THE PROJECT. AT THE RADII OF THE INTERSECTIONS,

ALL EXISTING STONE CURB SHALL BE REPLACED WITH NEW STONE CURB ALONG*

MATCH EXISTING.

SAWCUT AND

CR

3

BUS STOP.

PROPOSED

C

20

RL

O

CR

4

C

21

DND

A

C

RL

OMAILBOX

DND

C

235’ SID

EW

AL

K

4.5’ G

RA

SS

CR

2

CR

4CR

45’ SID

EW

AL

K

3.75’ G

RA

SS

21’

C

18OUTSIDE CURB

INSTALL HANDRAIL.

C

19CURB

OUTSIDE

NO. ITEM DESCRIPTION / TYPE LENGTH

CURB SCHEDULE

C

15

C

16

A

C

A

O

DND

DNDDND

DND

A

C

DND

DND

A

C

RM

O

POLELIGHT

POLELIGHT

A

C

A

C

A

C

A

CA

C

A

C

A

C

RM

C

DND

SCALE

FEET

0 20 40 60

CONSTRUCTION PLANS

SAWCUT

SAWCUT

SAWCUT

SAWCUT

SAWCUTA

O

RM

C

CONCRETE

SAWCUT

RM

C

CONCRETE 14.5’

14’

14’

14.5’

CR

2

C

22

C

24

DND

C

17

BUS STOP.

PROPOSEDBUS STOP.

PROPOSED

SIGNAL BOX

SIGNAL POLE

POLE

SIGNAL

UTILITIES

UTILITIESUTILITY POLE

DND

WALL

DND

WALL

PAID UNDER ITEM #705001.

CONSTRUCT 3 STEPS (11"x6").

TCE

RM

C

J.W.

J.W.











RM

C CURB & S.W.

CONCRETE

ON EXISTING POLE.

FIXTURE BY DELMARVA,

INSTALL NEW LIGHT

TIE-IN

BIT. CONC.

POLE

DNDLANDSCAPING

DND

LS

SAWCUT AND MATCH EXISTING


PROPOSED CURB SHALL BE INSTALLED IN FRONT OF THE UNDISTURBED CURB.

THESE LIMITS SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD.

THE EXISTING CURB UNDER THE ROOT TO MAINTAIN THE TREE’S STABILITY.

A MINIMUM OF 1 FOOT FROM THE ROOT LIMITS AND LEAVE IN-PLACE


ON N. CLAYTON STREET OFFSET RIGHT, WHERE THE TREE ROOT SYSTEM7.

POST MASTER CITY OF WILMINGTON.

COORDINATE THE PROPOSED LOCATION OF THE MAILBOX WITH6.

TO BE REMOVED ON THE PLANS.


AND DRAIN PROPERLY.

CONSTRUCTED SO THAT IT IS IN ACCORDANCE WITH ADA GUIDELINES

THE BOTTOM LANDING AREA FOR STAIRS TO REMAIN SHALL BE4.




NOTED IN THE PLANS.


WITH UTILITY POLES.



SEE NOTE #7.

TO REMAIN.

PORTION OF CURB

SEE NOTE #7.

TO REMAIN.

PORTION OF CURB

RM

C

U.P.

SIDEWALK

MA

TC

HLIN

E 201+

50 Unofficial

Website Copy

TYPICAL SECTIONS

10:0

5:3

7

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

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15

5002.0

1 (Task 1,

Ele

venth St Fin

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n)\

CA

DD

FIL

ES\

gg_

01.d

gn

7/11/2017


TOTAL SHTS.

SHEET NO.

29


CONTRACT

T201320003

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

AMW

JMH

202

201

203 204

EASEMENT

DRIVEWAY

COMMON

EXISTING

25’

101

102

103 104

105

106

D/R P-118-153

PENN PARTNERS L P

TP# 26-020.30-102

D/R P-118-153

PENN PARTNERS L P

TP# 26-020.30-103

D/R P-118-153

PENN PARTNERS L P

TP# 26-020.30-104

D/

R

L-126-188

RIC

HA

RD

ST

AU

SE

BA

CH

TP

# 26-020.3

0-113

107108

D/R 2385-242

BEVERLY R. BOVELL

TP# 26-020.30-106

301

EXISTING R/W


EXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

24.5

’24.5

’

24.5

’2

4.5

’

30’ 30’

30’ 30’

EXISTING R/W

EXISTING R/W

60’

60’

EXIS

TIN

G

R/

W

TCE-1TCE-2

30’ 30’

B35-140

HOUSING AUTHORITY"

"DELAWARE STATE

STATE OF DELAWARE

TP# 26-020.30-078

D/R 1866-81


TP# 26-020.30-075

D/R N-98-312


FURIO R. &

TP# 26-020.30-111

INSTR. 20150427 0019182

BRITTANY K. MCDUEL

TP# 26-020.30-225

INSTR. 20120917 0052703

JASON SULECKI

TP# 26-020.30-226

INSTR. 20100607 0028277

& FRANK BAFUNDO


TP# 26-020.30-105

INSTR. 20080813 0055666


CHARLES K. &

TP# 26-020.30-163

INSTR. 20080813 0055666


CHARLES K. &

TP# 26-020.30-110

INS

TR.

200304

21 004

8081

VE

LL

A

GA

LL

AG

HE

R,

H/

W

DA

MIE

N

&

MIC

HE

LE

TP# 26-020.3

0-112

INSTR. 20141205 0054940


TP# 26-020.30-114

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

WE

XIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

EXISTING R/W

INSTR. 20160531 0025605



TP# 26-020.30-232

HOTMIX

SIDEWALK

CONC.

CONC. SIDEWALK

WV

+

WV

WV

WV

WV

WV

WV

+

WV

+

WV

WV

+

WV

+

WV

+

CONC. SIDEWALK


CONC. SIDEWALK

CONC. SIDEWALK

CONC. SIDEWALK

HO

TMIX

HOTMIX

CONC.

CONC.CONC.

DRIV

EW

AY

HO

TMIX

CO

NC.

DRIV

EW

AY

CONC. DRIVEWAY

WALKWAY

BRICK

CO

NC.

SID

EW

AL

K

HOTMIX

N.

CL

AY

TO

N

ST

RE

ET

HO

TMIX


N.

DU

PO

NT

ST

RE

ET

BRICK

CW-W

CW-

W

CW-

W

CW-

W

CW-W

STEPS AP

AR

TM

EN

TS

BRIC

K

STEPS

CONC.WOOD FENCE


BRICK BUILDING

2 STORY

BRICK BUILDING

2 STORY

BRICK WALL

ST

EP

S

ST

EP

S

BRICK BUILDING

2 STORY

GATE

BRICK BUILDING


2 STORY

PARKING LOT

D.I.

D.I.

D.I.D.I.

D.I. D.I.

D.I.D.I.

D.I.

TP-7

4366648128

4367148172

TP-5

4368748139

040

4369348140

4368248161 43673

48178

TP-6

WALL WALL

PCC CURB

PCC CURBPCC CURB

11TH STREET

STONE CURB

CURBSTONE

CURBSTONE

PCC CURB

PCC CURB

ST

ON

E

CU

RB

CU

RB

ST

ON

E

STONE CURB

STONE CURB

ST

ON

E

CU

RB

ST

ON

E

CU

RB

VE

R-

C

VER-C

8"TC

15"

TC

24"TC

24"TC24"TC

24"TC

18"

TC

30"

X20"

TC

10"

TC

15"T

C

12"

TC

24"TC 15

"T

C

15"T

C 15"TC

15"T

C 15"T

C

15"TC

15"TC

15"

TC

15"TC

DP-

G-2

PY


CW-

W-8"

CW-

W-10"



CW-

W-4"

CW-

W-4"

DP-

G-2

PY

DP-

G-12

CI

BRICK

FE

NC

E

101+00 102+00 103+00 104+00 105+00 106+00

200

+00

201+

00

PI 200+00.00

N

9

STATION OFFSETPOINT NO.

COORDINATE LIST

EASTINGNORTHING

GRADES AND GEOMETRICS

1.

3.

4.

NOTES:

2.

5.

6.

7.

8.

AT THE CURB RAMPS.

SEE THE CONSTRUCTION DETAILS FOR ADDITIONAL GRADES AND GEOMETRICS

INCIDENTAL TO THE PROJECT.

APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION. ALL COSTS ARE

PER ADA REGULATIONS. THE SIDEWALK SHALL BE LAID OUT FOR

BY THE ENGINEER. THE PROPOSED SIDEWALK SHALL NOT EXCEED 2%

SIDEWALK TO MATCH EXISTING GRADE OR AS DIRECTED IN THE FIELD

CURB SHALL MATCH THE EXISTING PAVEMENT OR CURB ELEVATIONS.

PROPOSED CURBS OR PAVEMENT THAT TIE INTO EXISTING PAVEMENT OR

PAID FOR UNDER ITEM 763501 - CONSTRUCTION ENGINEERING.

REQUIRED FOR THE CALCULATING AND STAKING OF GRADES SHALL BE

BY THE ENGINEER IN THE FIELD PRIOR TO CONSTRUCTION.ALL WORK

DRAINAGE PRIOR TO CONSTRUCTION. ALL GRADES MUST BE APPROVED

THE CONTRACTOR SHALL STAKE ALL GRADES TO ENSURE POSITIVE

RETURNS ARE GIVEN AT 10 FOOT INTERVALS.

UNLESS OTHERWISE NOTED, EDGE OF PAVEMENT ELEVATIONS AT CURB

RADII ARE GIVEN TO THE EDGE OF PAVEMENT.

AND CURB & GUTTER IS GIVEN TO THE EDGE OF PAVEMENT.

UNLESS OTHERWISE NOTED, POINT GEOMETRY ADJACENT TO CURB

TO THE LEFT OF THE CONSTRUCTION & R/W BASELINE.

OFFSETS SHOWN IN THE GEOMETRIC TABLES WITH A MINUS SIGN ARE

3001

3002

3003

3004

14.5’ 14’

12.25’12.5’

12.25’12.5’

3005

3006

3007 3008

3009

3011

3012 3013

3018 3019

3020

3023

3024

3025

3026

3027

3028 3029 3030

3031

3032

3033

3034

3035

3036

3037

3038

3039

3040

3041

3042

3001 100+92.02 -12.25’ 638847.2604 614337.0933

3002 101+22.04 -41.27’ 638858.8262 614377.2153

3003 100+95.23 12.76’ 628823.6379 614328.1990

3004 101+22.24 45.05’ 638782.4776 614336.9395

3005 101+56.42 -42.04’ 638843.4051 614407.9449


COORDINATE LIST

EASTINGNORTHING

3006 101+91.09 -18.25’ 638806.1389 614427.4286

3007 101+91.87 -20.25’ 638807.5398 614429.0557

3008 102+05.53 -20.25’ 638801.1378 614441.1260

3009 102+06.32 -18.25’ 638799.0042 614440.8803

3010 101+56.59 40.30’ 638770.5765 614369.5175

3011 102+82.34 18.50’ 638730.9182 614490.8183

3010

3012 103+00.49 18.00’ 638722.8553 614507.0872

3013 103+35.05 18.00’ 638706.6616 614537.6186

3014 103+62.92 12.25’ 638698.6809 614564.9369

3015 103+66.92 12.25’ 638696.8067 614568.4706

3016 103+82.30 12.25’ 638689.6004 614582.0573

3017 103+87.30 12.25’ 638687.2576 614586.4744

3018 103+90.05 18.00’ 638680.8909 614586.2067

3019 104+28.14 18.00’ 638663.0393 614619.8639

3020 104+28.14 20.11’ 638661.1792 614618.8772

3021 104+33.14 20.11’ 638658.8363 614623.2943

3022 104+33.14 18.00’ 638660.6965 614624.2810

3023 105+21.19 13.00’ 638623.8603 614704.4026

3024 105+22.82 12.25’ 638623.7569 614706.1983

3028 104+12.61 -26.55’ 638709.6740 614627.0192

3027 103+91.19 -26.55’ 638719.7147 614608.0895

3026 103+88.19 -16.75’ 638712.4613 614600.8465

3025 103+78.19 -13.25’ 638714.0550 614590.3723

3029 104+54.75 -16.75’ 638681.2694 614659.6557

3030 104+58.19 -16.75’ 638679.6586 614662.6927

3031 104+63.19 -16.75’ 638677.3157 614667.1099

3032 104+68.19 -17.75’ 638675.8564 614671.9956

3033 105+27.56 -17.75’ 638648.0389 614724.4424

3034 201+21.63 -19.00’ 638649.8376 614729.2107

3035 201+36.51 -19.00’ 638662.9992 614736.1386

3036 201+40.61 -19.00’ 638666.6320 614738.0508

3037 105+83.14 -12.51’ 638617.3633 614771.0843

3038 105+88.46 -17.24’ 638619.0516 614777.9979

3039 105+73.71 -16.59’ 638625.3947 614764.6661

3040 201+20.09 19.25’ 638630.6532 614762.3379

3041 201+28.38 19.25’ 638637.9905 614766.2001

3042 201+33.33 19.25’ 638642.3707 614768.5057

10%

12.5

%

1.5%

WV

CO

NC.

DRIV

EW

AY

BRICK WALL

ST

EP

S

TP-5

104+00

10%

12.5

%

9004

9006

9005

30163015

9007

90089009

BC

=17

8.43’

TC

=17

8.60’

BC

=17

8.33’

TC

=17

8.83’

BC

=17

8.76’

TC

=17

8.93’

BC

=17

8.85’

TC

=17

9.35’

3014 3017

PARCEL 105 DRIVEWAY DETAIL

13%

BC

=17

8.66’

TC

=17

8.99’

103+66.92 17.79’ 638691.9140 614565.8756

103+70.50 27.81’ 638681.3862 614564.3407

103+70.44 37.81’ 638672.5777 614559.6068

103+66.63 38.17’ 638674.0415 614556.0655

103+62.54 638672.6491 614550.6985

103+62.65 638673.7852 614551.4275

103+65.69 638674.8197 614555.4149

9002

9003

9004

9005

9006

9007

9001

BOTTOM OF STEP

BOTTOM OF STEP

103+61.90 49.56’ 638666.1940 614546.5563

103+85.88 48.93’ 638655.5170 614568.0384

103+82.81 37.88’ 638666.7213 614570.5040

103+82.30 638684.6334 614579.4228

103+81.38 638676.2362 614573.9236

9008

9009

9010

9011

9012

10’

10’

13%

178.68’ 179.01’

179.99’179.76’

181.24’

181.01’

181.85’

(182.59’)EXISTING

MATCH

(182.44’)EXISTING

MATCH

182.30’181.72’

182.43’

PROPOSED STEP

BC

=17

8.64’

TC

=17

8.97’

179.10’ 179.08’

9001

9002

9012

9011

9003

9010

37.79’

40.57’

41.92’

27.87’

17.87’

9016

9015

9013

9014


COORDINATE LIST

EASTINGNORTHING

104+54.76 -21.75’ 638685.6865 614661.9986

104+54.76 -27.39’ 638690.6691 614664.6415

104+58.19 -27.33’ 638689.0042 614667.6497

104+58.19 -21.75’ 638684.0757 614665.0355

9013

9014

9015

9016

DEPRESSED CURB

DEPRESSED CURBDEPRESSED CURB

CURBDEPRESSED

179.18’

179.30’ 179.28’

179.16’

*10’

ENGINEER IN THE FIELD.

SHALL BE APPROVED BY THE

AND MAINTAIN PROPER DRAINAGE

TO TIE INTO PROPOSED CURB

FINAL MILL AND OVERLAY LIMITS*

*5’

ENGINEER IN THE FIELD.

SHALL BE APPROVED BY THE

TO MEET ADA REQUIREMENTS

TO TIE INTO EXISTING CURB RAMP

FINAL MILL AND OVERLAY LIMITS*

SCALE

FEET

0 20 40 60

90229021

9019

9020

9032

8%

3%

103+88.19 -45.24’ 638737.6340 614614.1980

103+91.19 -45.24’ 638736.2283 614616.8482

9019

9020

103+88.19 -12.50’ 638708.7068 614598.85519021

104+13.58 -12.50’ 638696.8067 614621.29149022

104+13.58 -16.75’ 638700.5613 614623.28289023

90309031

104+96.99 -12.50’ 638657.7258 614694.97449030

105+16.99 638648.3545 614712.64309031 -12.50’

9035

9034

9023

9033

104+25.87 -16.75’ 638694.8034 614634.13889032

104+30.87 -17.75’ 638693.3440 614639.02459033

104+35.87 -17.75’ 614643.44169034

104+40.87 638687.7749 614647.39029035 -16.75’

638691.0012

**

1.5

%

** 3022

3021

DRIVEWAY AT EAST LIMIT.

WILL BE ELEVATED FROM THE

BACK OF TRASH CAN AREA

NOT TIE INTO DRIVEWAY PROFILE.

THE PROPOSED SIDEWALK AND

PROFILE AND CROSS SLOPE OF

TRASH CAN AREA SHALL MATCH**

R=13’

R=12’

R=12’

R=15’

R=5’

R=4’

R=12’

R=11’

R=7’

R=4’

R=5.75’


402

D/

R 2385-24

2

BE

VE

RL

Y

R.

BO

VE

LL

TP# 26-020.3

0-106

403

404

405

406

302

303

304

305

306

307

308

309

310

311

312

313

407

314

D/R 1239-115

PENN PARTNERS L P

TP# 26-020.10-208

EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

30’

80’

30’

30’

30’

30’

30’

EXISTING R/W

R/W

EXISTING

EXISTING R/W

EXISTING R/W

VARIES

W/

R 109529

D/

R

U-50-359

GIL

DA

E.

SZ

EW

CZ

YK

TP# 26-020.3

0-219

EASEMENTWATER

5’ EXISTINGW/

R 7

537

7

D/

R

F-66-288

JU

LIA

PA

NA

CCIO

NE

TP# 26-020.3

0-108

D/

R 27

07-132

RIT

A

N.

CA

PP

EL

LE

TP# 26-020.3

0-109

D/R 2780-314


TP# 26-020.30-097

W/

R 080016

D/

R

G-5

4-358

TH

ER

ES

A

R.M.

VA

VA

LA

TP# 26-020.3

0-224

MF-6354

D/R G-104-49


TP# 26-020.30-214

INS

TR.

20060919 0089681

WIL

LIA

M

CO

BB

TP# 26-020.3

0-215

INS

TR.

20120613 003

2889

MA

XW

EL

L

F.

KU

RS

H

TP# 26-020.3

0-216

INS

TR.

20101001 0052337

RE

BE

CC

A

A.

CO

RL

ET

T

TP# 26-020.3

0-217

INS

TR.

2014

0605 0023303

NIC

HO

LA

S

P.

WIL

SO

N

TP# 26-020.3

0-218

INS

TR.

20091103 007

004

9

PE

TE

R

G.

RA

SSIA

S

TP# 26-020.3

0-220

INS

TR.

2013

12

03 007

55

08

DR

AK

E

DW

OR

NIK

TP# 26-020.3

0-221

INS

TR.

2012

1119 0067

724

MA

SE

PR

OP

ER

TIE

S

L.L.C.

TP# 26-020.3

0-222

INS

TR.

20100618 0030665

JO

SE

PH

B.

RE

PE

TTI

TP# 26-020.3

0-223

INS

TR.

2015

04

27

0019182

BRIT

TA

NY

K.

MC

DU

EL

TP# 26-02

0.3

0-225

INS

TR.

20081114

007

47

80

ST

EF

ANIE

MA

TT

EI B

RIE

D,

H/

W

RO

BE

RT

D.

&

TP# 26-020.3

0-107

INS

TR. 2

0100607

002827

7

&

FR

AN

K

BA

FU

ND

O

KE

VIN

MC

LA

UG

HLIN. P

HILIP

TP# 26-020.3

0-105

DEED UNAVAILABLE


TP# 26-020.40-001

TYPICAL SECTIONS

10:0

7:0

2

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.0

1 (Task 1,

Ele

venth St Fin

al Desig

n)\

CA

DD

FIL

ES\

gg_

02.d

gn

7/11/2017


TOTAL SHTS.

SHEET NO.

29


CONTRACT

T201320003

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

AMW

JMH

+

WV

WV

+

WV

WV

+

WV

WV

WV

WVWV

WVWV WV

WVWV

CONC. SIDEWALK

CONC. SIDEWALK

HOTMIX

CONC. SIDEWALK

CONC. SIDEWALK

CO

NC. S

IDE

WA

LK

MAILBOX

SIGNAL POLE

SIGNAL POLE


HOTMIX

HO

TMIX

HOTMIX

HO

TMIX

N. CLAYTON STREET

N. CLAYTON STREET

CW-

W

CW-

W

CW-

WC

W-

W

CW-

W

CW-

W

CW-

W

WALLFENCE

TP-2

WALL

POST

D.I.

D.I.

D.I.

CONC. SIDEWALK

CONC. SIDEWALK

KIA PARKING LOT

BUILDING

4 STORY

ST

EP

S

GATEST

EP

S

TOWNHOUSESBRICK

SCAPING

LAND- GRASS

ST

EP

S

ST

EP

S

ST

EP

S

ST

EP

S

GR

AS

SWALLWALL

SCAPING

LAND-

ST

EP

S

ST

EP

S

ST

EP

S

ST

EP

S

STEPS

BRIC

K

BUIL

DIN

G

2

ST

OR

Y

BRICK BUILDING

1 STORY

TP-3

43688

48187

43986

48192

43699

48192

43698

48198

3702

8202

4371148197

4371248200

D.I.

TP-1

FENCE

CHAINLINK

PE

NN

SY

LV

ANIA

AV

EN

UE (S

R 52)

PE

NN

SY

LV

ANIA

AV

EN

UE (S

R 52)



LOTPARKINGHOT-MIX

VER-C

VER-C

VE

R-

C

VER-CVER-C VER-C

DP-E

DP-E

DP-E

DP-E

DP-E

DP-E10"TC

10"TC

10"TC 10"TC 12"TC

12"

TC

12"

TC

15"T

C

10"T

C

10"T

C

CW-

W-8"

CW-W-10"


CW-W-10"

CW-W-8"CW-W-8"

CW-W-10"

JVER-

C

POLE

SIGNAL

STREET

N. CLAYTON

202+00 203+00 204+00 205+00 206+00

N

10

IN THE PLANS.


AT EXISTING JOINT AND MATCH EXISTING ELEVATIONS.

WHERE PROPOSED SIDEWALK TIES INTO EXISTING SIDEWALK, SAWCUT6.

INCIDENTAL TO ITEM #762002, SAW CUTTING, CONCRETE, FULL DEPTH.

MAY ENCOUNTER WIRE MESH. CUTTING THROUGH THE MESH IS

WHEN SAWCUTTING THE CONCRETE PAVEMENT, THE CONTRACTOR5.

AND DRAIN PROPERLY.

CONSTRUCTED SO THAT IT IS IN ACCORDANCE WITH ADA GUIDELINES

THE BOTTOM LANDING AREA FOR STAIRS TO REMAIN SHALL BE4.




NOTED IN THE PLANS.


SUPPORT POLES ARE INCIDENTAL TO CONTRACT.

WITH UTILITY POLES. ALL COSTS TO INSTALL AND TEMPORARILY



5’ SID

EW

AL

K

4.5’ G

RA

SS

5’ SID

EW

AL

K

3.75’ G

RA

SS

21’


COORDINATE LIST

EASTINGNORTHING

GRADES AND GEOMETRICS

1.

3.

4.

NOTES:

2.

5.

6.

7.

PAID FOR UNDER ITEM 763501 - CONSTRUCTION ENGINEERING.

REQUIRED FOR THE CALCULATING AND STAKING OF GRADES SHALL BE

BY THE ENGINEER IN THE FIELD PRIOR TO CONSTRUCTION.ALL WORK

DRAINAGE PRIOR TO CONSTRUCTION. ALL GRADES MUST BE APPROVED

THE CONTRACTOR SHALL STAKE ALL GRADES TO ENSURE POSITIVE

RETURNS ARE GIVEN AT 10 FOOT INTERVALS.

UNLESS OTHERWISE NOTED, EDGE OF PAVEMENT ELEVATIONS AT CURB

RADII ARE GIVEN TO THE EDGE OF PAVEMENT.

AND CURB & GUTTER IS GIVEN TO THE EDGE OF PAVEMENT.

UNLESS OTHERWISE NOTED, POINT GEOMETRY ADJACENT TO CURB

TO THE LEFT OF THE CONSTRUCTION & R/W BASELINE.

OFFSETS SHOWN IN THE GEOMETRIC TABLES WITH A MINUS SIGN ARE

AT THE CURB RAMPS.

SEE THE CONSTRUCTION DETAILS FOR ADDITIONAL GRADES AND GEOMETRICS

INCIDENTAL TO THE PROJECT.

APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION. ALL COSTS ARE

PER ADA REGULATIONS. THE SIDEWALK SHALL BE LAID OUT FOR

BY THE ENGINEER. THE PROPOSED SIDEWALK SHALL NOT EXCEED 2%

SIDEWALK TO MATCH EXISTING GRADE OR AS DIRECTED IN THE FIELD

CURB SHALL MATCH THE EXISTING PAVEMENT OR CURB ELEVATIONS.

PROPOSED CURBS OR PAVEMENT THAT TIE INTO EXISTING PAVEMENT OR

8.

R=12’

R=12

’

R=12’

R=2’R=2’R

=4’

R=10’

14’

14.5’

14’

14.5’

R=10’

R=10’

3043

3044 3045

3046

3047

3048

3049

3050

3051

3052

3053

3054

3055

3056 3057 3058 3059

3060

3061

3062 3063

3064

3065

3066

3067

9025

3069

3070 3071

3072

3073

3074

3075 3076

3077

3078

3079


COORDINATE LIST

EASTINGNORTHING

3043 201+58.34 -19.00’ 638682.3167 614746.3069

3044 201+62.35 -19.00’ 638682.3167 614748.1754

3045 201+80.08 -19.00’ 638701.5608 614756.4364

3046 201+83.73 -19.00’ 638704.7869 614758.1346

3047 202+02.33 -19.00’ 638721.2443 614766.7973

3048 202+06.09 -19.00’ 638724.5727 614768.5493

3049 202+24.34 -19.00’ 638740.7212 614777.0494

3050 202+28.16 -19.00’ 638744.1019 614778.8289

3051 202+45.29 -19.00’ 638759.2637 614786.8097

3052 202+45.29 -24.00’ 638761.5926 614782.3852

3053 202+60.31 -20.25’ 638773.1335 614792.6978

3054 202+60.34 -29.81’ 638777.6116 614784.2551

3055 202+79.70 -29.95’ 638794.8075 614793.1420

3056 203+00.52 -20.25’ 638808.7190 614811.4290

3057 203+05.33 -20.25’ 638812.9752 614813.6694

3058 203+55.88 -20.25’ 638857.7014 614837.2121

3059 203+64.92 -20.25’ 638865.7018 614841.4233

3060 204+39.25 -58.53’ 638949.3054 614845.1687

3061 201+65.61 19.25’ 638670.9372 614783.5424

3062 201+72.63 19.25’ 638677.1445 614786.8097

3063 202+05.58 19.25’ 638706.3046 614802.1588

3064 202+12.74 19.25’ 638712.6445 614805.4959

3065 202+45.70 19.25’ 638741.8030 614820.8442

3066 202+52.59 19.25’ 638747.9042 614824.0557

3067 202+84.97 19.25’ 638776.5553 614839.1369

3068 202+93.05 18.75’ 638783.9398 614842.4588

3069 203+25.40 18.75’ 638812.5683 614857.5281

3070 203+32.24 18.75’ 638818.6217 614860.7145

3071 204+20.56 18.75’ 638896.7717 614901.8506

3072 204+31.10 18.75’ 638906.1037 614906.1037

3073 204+92.67 47.02’ 638947.4205 614960.4534

3074 204+65.29 -38.16’ 638962.8660 614872.3301

3075 204+78.84 -42.91’ 638977.0624 614874.4365

3076 205+37.48 -44.02’ 639029.4715 614900.4715

3077 205+64.10 -14.93’ 639039.4807 614938.9062

3078 205+51.75 48.61’ 638998.9534 614989.3805

3079 205+60.71 14.82’ 639022.6222 614963.6593

3080 3081

3080

3081

203+05.33 -24.99’ 638815.1845 614809.4723

203+64.92 -24.99’ 638867.9110 614837.2262

9017

9018

9017

9018

202+55.29 -15.25’ 638766.3660 614794.7859

202+84.65 -15.25’ 638792.3427 614808.4594

BC

=17

2.11’

TC

=17

2.11’

BC

=17

0.98’

TC

=17

0.98’

1.5%

SCALE

FEET

0 20 40 60

9024

3068

9024 202+93.03 638781.3625 614847.3177

9025 202+93.03 638781.5968 614846.8760

24.25’

23.75’

MA

TC

HLIN

E 201+

50 Unofficial

Website Copy

TYPICAL SECTIONS

10:0

8:5

7

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.0

1 (Task 1,

Ele

venth St Fin

al Desig

n)\

CA

DD

FIL

ES\

gg_

03.d

gn

7/11/2017


TOTAL SHTS.

SHEET NO.

29


CONTRACT

T201320003

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

AMW

JMH

WV

D.I.

30"

X20"

TC

24"TC

15"T

C

D.I.

15"T

C

+

+

D.I.

D.I.

24"TC

18"

TC

24"TC

15"T

C

N.

DU

PO

NT

ST

RE

ET


COORDINATE LIST

NORTHING

N N

EASTING ELEVATION

11TH STREET

N.

DU

PO

NT

ST

RE

ET

11TH STREET

N.

DU

PO

NT

ST

RE

ET

N N

CONSTRUCTION DETAILS11

SCALE

FEET

0 5 10 15

171.55’

172.25’

1.5%

1.5

%

2.5

%

R=12’

8.2%

1.5%

1.5%

1.5

%

R=5’

R=12’

1.5%

7.2%

5.3

%

172.42’

172.

50’

172.5

5’

172.60’

171.85’

172.15

’

R=13’

173.3

2’

173.37’

1.5

%

R=5.75

’

173.28’

8.0%

1.5

%

1.5%

6.1%

6.3

%

1.5%

1.5%

8.3

%

R=4’

R=15’

173.3

0’

173.25’

173.35’

1.5%

1.5

%

4001

3001

4002

4003

40045’

5’

1.5

%

4005

4006

4007

4008

4009

4010

4011

4012

4013

4014

4015

4016

4017

4018

4019 4020

4021 3002

3003

3004

4022

4023

4024

4026

4027

1.5%

1.5

%

3005

4033

4034

4036

4040

4037

4038 4035

4039

4041

3010

4042

4043

4044

4047

4049

4051 4052

1.5

%

1.5%

1.5

%

1.5%

3001

4001 100+92.02 -23.98’ 638857.6193 614342.5878 MATCH EXIST

100+92.02 -12.25’ 638847.2604 614337.0933 MATCH EXIST

4002 101+03.23 -23.29’ 638851.7561 614352.1722 172.11’

4003 101+03.26 -18.04’ 638847.1047 614349.7376 172.18’

4004 101+03.29 -13.00’ 638842.6419 614347.4016 172.26’

TC=17

2.2

6’

TC=MATCH EXISTING

TC=MATCH EXISTING

4005 101+07.73 -18.31’ 638845.2543 614353.8119 172.14’

4006 101+10.23 -18.33’ 638844.0950 614356.0269 172.11’

4007 101+07.70 -23.31’ 638849.6842 614356.1306 172.10’

101+10.73 -23.33’ 638848.2781 614358.8170 172.08’

101+10.23 -24.25’ 638849.3257 614358.8095 ----

101+10.23 -12.25’ 638838.7245 614353.1868 ----

----101+22.23 -24.39’ 638843.8230 614369.4735

4012 101+14.29 -19.82’ 638843.5096 614360.3209 172.05’

4013 101+21.46 -26.25’ 638845.8349 614369.6677 171.85’

4014 101+15.73 -23.14’ 638845.7711 614363.1495 172.00’

4015 101+22.18 -23.14’ 638842.7491 614368.8469 171.55’

4016 101+15.70 -26.19’ 638848.4760 614364.5493 171.96’

4017 101+10.70 -26.14’ 638850.7741 614360.1087 172.04’

4018 101+10.65 -31.14’ 638855.2147 614362.4067 171.85’

4019 101+15.65 -31.19’ 638852.9166 614366.8473 171.79’

4020 101+21.41 -31.25’ 638850.2721 614371.9573 171.73’

4021 101+09.80 -41.13’ 638864.4398 614366.3364 MATCH EXIST

MATCH EXIST3002 101+22.04 -41.27’ 638858.8262 614377.2153

TC=172.64

TC=172.79’

TC

=17

3.18’

3.6

%

3005 101+56.42 -42.04’ 638843.4051 614407.9449 MATCH EXIST

4036 101+61.25 -42.01’ 638841.1155 614412.2007

101+56.31 -24.57’ 638828.0187 614399.6669

101+68.31 -12.50’ 638811.7321 614404.6118

101+68.31 -24.50’ 638822.3332 614410.2345 ----

MATCH EXIST

----

----

BC=171.55’

TC=171.98’

TC=MATCH EXIS

TING

4037 101+64.11 -32.01’ 638830.9422 614410.0402 172.08’

101+64.05 -23.28’ 638823.2499 614405.9017 172.54’

4039 101+68.31 -18.31’ 638816.8608 614407.3320 172.69’

----101+69.05 -18.25’ 638816.4638 614407.9621

TC

=M

AT

CH

EXIS

TIN

G

4041 101+78.31 -18.25’ 638812.1261 614416.1403 173.41’

3003 100+95.23 638823.6279 614328.1990 MATCH EXIST

4029

4031

4030

4032

4025

4028

173.22’

174.40’BC=174.10’

TC=174.30’

4025

4028

4029

4030

4031

4032

----

----

3004 MATCH EXIST

101+07.41 638817.9482 614338.9759

101+22.44 638797.4958 614345.1385

101+22.24 45.05’

27.94’

12.76’

12.79’

638782.4776 614336.9395

101+07.44 27.76’ 638804.6834 614331.9727 ----

100+95.23 21.20’ 638816.2078 614324.2590

101+09.27 21.22’ 638809.6023 614336.6530

MATCH EXIST

----

----101+13.28 25.21’ 638804.2054 614338.3270

101+13.53 45.05’ 638786.5572 614329.2461

101+10.23 13.02’ 638816.3996 614341.3391

101+10.23 21.34’ 638809.0538 614337.4439

101+13.28 25.05’ 638804.3432 614338.3960

101+22.20 25.05’ 638800.1647 614346.2759

173.25’

173.35’

173.37’

173.45’

MATCH EXIST

3010

BC

=17

2.71’

TC

=17

3.11’

4046

BC=173.50’

TC=174.00’

4048

4050TC=173.92’

TC

=17

3.92’

4045

BC

=17

3.50’

TC

=17

4.08’

BC=174.10’

TC=174.10’

4045

4046

4047

4048

4050

4052

101+56.59 40.31’ 638770.5662 614369.5121 MATCH EXIST

101+69.52 12.25’ 638789.3006 614394.0830 173.28’

101+56.52 25.26’ 638783.9022 614376.5024 173.37’

101+69.52 25.19’ 638777.8657 614388.0177 ----

101+78.31 12.25’ 638785.1818 614401.8486 173.50’

101+64.19 40.38’ 638766.9459 614376.1887 MATCH EXIST

101+63.49 35.05’ 638771.9787 614378.0738 174.10’

101+63.60 25.05’ 638780.7628 614382.8542 173.49’

101+63.61 23.94’ 638781.7428 614383.3876 ----

101+68.31 18.35’ 638784.4823 614390.1581 173.37’

101+69.36 18.25’ 638784.0739 614391.1324 ----

101+78.31 18.25’ 638779.8812 614399.0372 174.18’

11TH STREET

N.

DU

PO

NT

ST

RE

ET

11TH STREET

CONSTRUCTION DETAIL M-9

FOLLOW DELDOT STANDARD

PROPOSED BUS STOP PAD.

R=5’

4009 (COR)

4011 (PC)

4010 (PC)

4022 (PC)

4023 (PC)

4024 (COR)

4026 (PC)

4027 (PC)

4033 (PC)

4034 (PC)

4035 (COR)

4038 (PC)

4040 (PC)

4042 (PC)

4043 (PC)

4044 (COR)

4049 (PC)

4051 (PC)

4008 (PI)

(PC) POINT OF CURVE

(PC)

(COR) CENTER OF RADIUS

POINT OF INTERESTION

LEGEND


TYPICAL SECTIONS

10:1

1:2

3

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.0

1 (Task 1,

Ele

venth St Fin

al Desig

n)\

CA

DD

FIL

ES\

gg_

04.d

gn

7/11/2017


TOTAL SHTS.

SHEET NO.

29


CONTRACT

T201320003

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

AMW

JMH

WV

WVWV

WV

WV

D.I.15"

TC


COORDINATE LIST

NORTHING

N

EASTING ELEVATION

N.

CL

AY

TO

N

ST

RE

ET


N

N N

SCALE

FEET

0 5 10 15

1.5%R=4’

1.5

%

R=12’R=11’

R=7’

1.5%

1.5

%

5.2%

1.5%

5.5

%7.4%

177.76

’

177.96’

177.8

6’

178.

18’

178.26’

7.0

%

178.13’

178.10’

178.07’

178.22’

178.27’

1.5

%

1.5% 7.3%

7.3

%

2.7

%

1.0

%

1.5

%

1.5%

1.5

%

1.5

%

R=12’

7.3

%

1.5%

1.5%

1.5%

8.0%

5.0

%1.

5%

1.5

%

1.5%

1.0

%

6.7%

1.5

%

BC=163.10’

TC=163.10’

BC=162.49’

TC=162.99’

3.8%

BC

=16

2.45’

TC

=16

3.02’

BC

=16

3.25’

TC

=16

3.25’

R=4’

4056

4053

4054

4055

3076

3077

4057

4058

4059

4060

4061

4062

4063

4064

4065

4068

4066

4069

3079

3078

4070

4071

4072

4073

4074 4075

4076 4077

4079

4080

4081

4078

4082 4083 4084 4085 4086

3033

3034

3040

3039 3037

3038

4087

4088

4089

4091

4092 4093

4094

4105

4095

4096

4097

4098

4099

4100

4101

4102

4103

4104

3076

4056

4057

4058

205+37.48 -44.02’ 639029.4715 614900.7676 MATCH EXIST

205+43.11 -44.89’ 639034.8579 614902.6185 MATCH EXIST

205+44.62 -40.06’ 639033.9457 614907.5915 163.11’

BC

=16

2.45’

TC

=16

3.15’

205+45.71 -33.03’ 639031.6361 614914.3278 163.25’

205+46.39 -28.64’ 639030.1961 614918.5278 163.08’

4061

4062

4063 205+47.69 -27.80’ 639030.9506 614919.8710 163.05’

3077

4064 205+40.83 -26.77’ 639024.4001 614917.5864 163.05’

BC

=16

2.55’

TC

=16

3.05’

BC=16

2.6

0’

TC=16

2.9

3’

205+40.31 -25.13’ 639023.1817 614918.8024 ----

205+52.20 -14.91’ 639028.9418 614933.3828 ----

205+52.18 -26.91’ 639034.5124 614922.7541 ----

205+64.10 -14.93’ 639039.4807 614938.9062 MATCH EXIST

205+51.18 -25.54’ 639032.9876 614923.4974

4065 205+52.30 -25.54’ 639033.9833 614924.0216 162.97’

4066

205+57.11 -25.54’ 639038.2397 614926.2626 163.10’

205+64.11 -25.60’ 639044.4613 614929.4712 MATCH EXIST4067

205+46.24 -16.49’ 639024.3960 614929.2084 162.65’

4067 205+47.77 -21.13’ 639027.9208 614925.8127 162.94’

4068 205+52.30 -19.86’ 639031.3382 614929.0457 162.89’

4069 205+52.95 -14.91’ 639029.6056 614933.7306 162.60’

4070

4071

4072

4073

4074

4075

4076

4080

4081

4082

4084

4086

4090

205+70.61 19.00’ 639029.4324 614971.9622 MATCH EXIST

205+60.42 18.98’ 639020.4249 614967.2018

205+60.42

163.34’

20.13’ 639017.3985 614966.9093 163.30’

205+56.91 15.41’ 639018.9871 614962.4106 163.00’

205+57.03 20.84’ 639016.5615 614967.2709 ----

205+53.59 26.28’ 639010.9835 614970.4791 163.40’

205+48.65 26.05’ 639006.7180 614967.9783 163.20’

BC

=16

3.43’

TC

=16

3.79’

205+49.50 28.49’ 639006.3360 614970.5264 ----

205+60.63 26.82’ 639016.9563 614974.2375 ----

3078 MATCH EXIST

MATCH EXIST

205+51.75 48.61’ 638998.9534 614989.3805

205+60.71 14.82’ 639022.6222 614963.6593

205+70.64 26.84’ 639025.8065 614978.9157 MATCH EXIST

205+64.48 24.66’ 639021.3739 614974.1152 163.39’

205+61.05 23.99’ 639018.6552 614971.9304 163.37’

205+58.68 28.80’ 639014.3163 614975.0761 163.48’

205+57.10 31.99’ 639011.4301 614977.1685 ----

205+57.76 36.42’ 639009.9549 614981.3902 163.88’

205+58.67 42.52’ 639007.9189 614987.2169 ----

205+59.16 47.50’ 639006.0240 614991.8512 MATCH EXIST

3033

3034

3037

3038

3039

3040

105+27.56 -17.75’ 638648.0389 614724.4424 178.20’

201+21.63 -19.00’ 638649.8376 614729.2107 178.17’

105+83.14 -12.51’ 638617.3633 614771.0843 MATCH EXIST

105+88.46 -17.24’ 638619.0516 614777.9979 MATCH EXIST

105+73.71 -16.59’ 638625.3947 614764.6661 178.18’

201+20.09 19.25’ 638630.6532 614762.3379 178.11’

4090

105+23.42 -12.50’ 638645.3406 614718.3254 ----

----201+24.58 -14.50’ 638650.3523 614734.5670

201+24.58 -26.50’ 638655.9417 614723.9482

105+27.56 -13.24’ 638644.0517 614722.3276 178.13’

----

4091

4092

4105

4098

4099

4100

105+35.06 -21.59’ 638647.9131 614732.8668 178.07’

105+21.91 -17.75’ 638650.6847 614719.4540 178.26’

105+21.91 -22.75’ 638655.1019 614721.7968 178.27’

105+25.91 -26.76’ 638656.7725 614727.2107 178.22’

105+30.91 -26.78’ 638654.4435 614731.6352 178.15’

4103

105+63.92 -23.56’ 638636.1303 614759.2880 ----

----

----

105+74.81 -12.59’ 638621.3434 614763.7663

105+74.92 -23.59’ 638631.0067 614769.0219

105+64.48 -20.13’ 638632.8438 614758.1764 177.76’

177.96’105+73.67 -12.66’ 638621.9405 614762.7925

105+78.45 -16.55’ 638623.1335 614768.8348 178.21’

105+74.18 -28.50’ 638635.7031 614770.6464 177.90’

105+74.87 -25.46’ 638632.6818 614769.8448 178.18’

105+78.50 -22.05’ 638627.9638 614771.4611 178.26’

105+81.09 -21.52’ 638626.2895 614773.5032 ----

N.

CL

AY

TO

N

ST

RE

ET

N.

CL

AY

TO

N

ST

RE

ET

N.

CL

AY

TO

N

ST

RE

ET

PENNSYLVANIA AVENUE

PENNSYLVANIA AVENUE

11TH STREET

11TH STREET

4053 (PC)

4054 (PC)

4055 (COR)

162.75’

3079 (PC)

4077 (PC)

4078 (COR)

4059 (PI)

4060 (PI)

(PC) POINT OF CURVE

(PC)



LEGEND

4104 (PC)

4095 (PC)

4096 (PC)

4097 (COR)

4083 (PI)

4079

4085 (PI)

4087 (PC)

4088 (PC)

4089 (COR)

4093 (PC)

4094 (PC)

4101 (PC)

4102


TYPICAL SECTIONS

4:0

6:4

5

PM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.0

1 (Task 1,

Ele

venth St Fin

al Desig

n)\

CA

DD

FIL

ES\

gg_

05.d

gn

7/11/2017


TOTAL SHTS.

SHEET NO.

29


CONTRACT

T201320003

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

AMW

JMH

+ +

WV

D.I.

D.I.

D.I.

10"

TC

10"

TC

12"TC

15"T

C

10"T

C

10"T

CJ


COORDINATE LIST

NORTHING

N

EASTING ELEVATION


1.5%

1.5

%

1.5%

1.5%

1.5%

1.5

%

R=2’

R=2’

R=4’

1.5

%

3.0

%

1.5%

1.5%

4.0%

8.3%

8.3

%

0.8%

8.3%

6.0

%

7.0%

7.3

%

8.0%

R=12’

R=2’

R=10’

7.3

%

1.5

%

8.3

%

1.5%

1.5%

BC=165.50’

TC=165.98’

1.5%

2.0

%

7.3%

2.0

%

1.5%

1.0

%

3060

3074

3075

4106

4107

4108

4109

4110

4111

4112

4113

4114

4115

4116

41174118

4119

4120

4121

4122

4123

4124

4125

4126

4127

4128

4129

3073

4130

4131

4132

4133

4134

4135

41364137

4138 4139

4140

4141 4142 4143

4144

4145

4146

4147

4148 4149

4150

4152

4153

4154

4155

4156

4157

4158

4159 4160

4106

4107

4110

4111

4112

4113

4116

4117

4118

4119

4120

4121

4122

4123

4125

4126

4127

4129

4130

4131

4132

4133

4134

4139

4140

4145

4146

4147

4148

4149

4150

4153

4154

4155

4159

4160

4161

3060

3073

3074

3075 204+78.84 -42.91’ 638977.0624 614874.4365 MATCH EXIST

204+65.29 -38.16’ 638962.8660 614872.3301 MATCH EXIST

MATCH EXIST

MATCH EXIST204+39.25 -58.53’ 638949.3054 614842.1687

204+92.67 47.02’ 638947.4205 614960.4534

BC

=16

2.88’

TC

=16

3.38’

BC

=16

3.05’

TC

=16

3.55’

204+79.38 -34.33’ 638973.5447 614882.2770 163.38’

204+81.08 -23.11’ 638969.8201 614832.9982 163.11’

204+82.79 -16.79’ 638968.3950 614899.3858 163.17’BC

=16

3.18’

TC

=16

3.60’

204+80.81 -14.49’ 638965.5742 614900.4993 163.26’

204+78.71 -14.49’ 638963.7139 614899.5201 163.31’

204+73.71 -14.49’ 638959.2894 614897.1911 163.37’

204+78.71 -20.25’ 638966.3957 614894.4251 163.51’

204+73.71 -20.25’ 638961.9713 614892.0962 163.41’

204+67.21 -14.49’ 638953.5360 614894.1627 163.89

BC=163.39’

TC=163.89’

BC=163.37’

BC=163.31’

BC

=16

3.35’

TC

=16

3.85’

204+65.21 -16.50’ 638952.7015 614891.4543 163.35’

204+71.43 -23.14’ 638961.3006 614888.4806 163.42’

204+65.23 -23.16’ 638955.8280 614885.5719 163.25’

204+65.25 -28.16’ 638958.1727 614881.1604 163.17’

204+71.45 -28.13’ 638963.6411 614884.0668 163.34’

204+71.47 -33.13’ 638965.9877 614879.6517 163.26’

BC

=16

3.25’

BC

=16

3.17’

204+59.64 18.75’ 638931.3552 614920.0544

BC=163.51’

BC=163.48’

BC

=16

3.62’

BC

=16

3.67’

164.93’

204+74.64 18.75’ 638944.6287 614927.0412 163.83’

204+77.22 14.00’ 638949.1223 614924.0386 ----

204+74.64 14.00’ 638946.8415 614922.8381 163.51’

204+79.64 14.25’ 638951.1509 614925.3857 163.48’

204+79.64 18.75’ 638949.0531 614929.3701 163.76’

204+86.78 18.75’ 638955.3714 614932.6959 163.62’

204+89.07 24.13’ 638954.8915 614938.5278 ----

BC=164.64’

TC=164.64’

204+89.25 25.28’ 638954.5162 614939.6292 163.69’

204+64.64 23.76’ 638933.4471 614926.8138 164.64’

204+74.64 23.76’ 638942.2960 614931.4716 163.91’

204+82.94 23.75’ 638949.6422 614935.3305 163.71’

204+83.33 26.22’ 638948.8369 614937.6940 163.75’

204+85.19 38.07’ 638944.9665 614949.0527 164.45’

BC

=16

3.86’

TC

=16

4.36’

TC=164.65’

1.5

%

4161

204+39.19 -45.80’ 638943.3268 614853.4043

204+40.23 -41.31’ 638942.1577 614857.8626

R=10’

R=10’

204+43.09 -35.55’ 638942.0037 614864.2992

204+44.13 -31.03’ 638940.8217 614868.7817

204+44.11 -28.24’ 638939.5025 614871.2446

204+44.08 -23.24’ 638937.1450 614875.6458

204+42.07 -23.25’ 638935.3706 614874.7049

204+44.06 -21.24’ 638936.1967 614877.4162

204+44.04 -18.47’ 638934.8914 614879.8531

204+40.04 -14.50’ 638929.5022 614881.5040

204+14.27 -14.50’ 638906.6947 614869.4988 165.50’

204+14.27 -15.25’ 638907.0441 614868.8351 165.98’

204+13.48 -20.25’ 638908.6766 614864.0441 165.90’

204+29.58 -58.67’ 638940.8206 614837.5448

204+29.49 -45.87’ 638934.7783 614848.8254

164.54’

164.63’

204+29.40 -33.60’ 638928.9823 614859.6463

MATCH EXIST

204+29.35 -26.85’ 638925.7933 614865.5998

204+27.61 -24.81’ 638923.3043 638923.3043

204+29.31 -20.10’ 638922.6094 614871.5439 164.72’

204+34.36 -28.28’ 638930.8951 614866.6645 164.55’

1.0%

1.5%

4162

4151

R=2’ R

=2’

BC

=16

3.74’

TC

=16

4.24’ B

C=16

3.78’

TC

=16

4.35’

BC

=16

3.89’

BC

=16

4.00’

BC

=16

3.95’

BC=164.23’

TC=164.73’

164.37’

----

204+34.32 -21.72’ 638927.7979 614872.4468 164.65’

204+37.57 -22.77’ 638931.1653 614873.0328 ----

----204+40.67 -23.25’ 638934.1356 614874.0500

204+21.62 -33.60’ 638922.0935 614856.0202 ----

204+20.61 -33.60’ 638921.2023 614855.5511 166.19’

166.21’204+20.60 -29.98’ 638919.5094 614858.5094

204+22.44 -29.69’ 638920.9966 614859.8584 164.71’

BC

=16

4.37’

TC

=16

5.78’

BC=16

4.5

4’

TC=16

5.9

4’

TC=166.59’

BC=164.65’

TC=164.85’

BC=164.20’

TC=165.49’

163.74’

----

163.78’

----

163.89’

163.95’

----

----

164.00’

164.23’

3.2%

3.2%

PENNSYLVANIA AVENUE

N. C

LA

YT

ON

ST

RE

ET

N. C

LA

YT

ON

ST

RE

ET

SCALE

FEET

0 5 10 15

ITEM 705001.PAID UNDERPCC SECTION.RAISED

WALL

(PC) POINT OF CURVE

(PC)



LEGEND

4163

204+27.67 638925.2411 614863.0244 ----4162 (PC)

4135 (PC)

4136 (PC)

4137 (PC)

4138 (PC)

4141 (PC)

4142 (PC)

4143 (PC)

4144 (PC)

4157 (PC)

4156 (PC)

204+77.22 638943.5328 614934.6574 ----26.00’4163 (COR)

-28.87’

4158 (PI)

4151 (PC)

4152 (PC)

4114 (PC)

4115 (PC)

4108 (PC)

4109 (PC)

4124 (PC)

4128 (PC)

AREAGRASS

9029

9028

9027

9026

9026

9027

204+83.36 638946.5143 614942.1849

204+81.05 638944.3000 614941.4303

204+81.89 638942.7476 614946.1837 ----

204+84.11 638944.8775 614946.9094 ----36.22’

9028

9029

31.27’ ----

----31.64’

36.57’

RM

CSIDEWALK


TYPICAL SECTIONS

1:2

6:2

5

PM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.0

1 (Task 1,

Ele

venth St Fin

al Desig

n)\

CA

DD

FIL

ES\

dt_

Con

Details01.d

gn

7/12/2017


TOTAL SHTS.

SHEET NO.

29


CONTRACT

T201320003

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

AMW

JMH

NOT TO SCALE

14

CONSTRUCTION DETAILS

SECTION - HANDRAIL

NOT TO SCALE

SIDEWALK WITH OUTSIDE CURB

NOT TO SCALE

NOT TO SCALE

PROPOSED SIDEWALK

STONE CURB

FACE OF PROPOSED CURB

(INCIDENTAL TO STONE CURB)

EDGES TO BE NEAT (TYP.)

PCC, CLASS C

(INCIDENTAL TO CURB)

�" PREFORMED BITUMINOUS EXPANSION FILLERBASE COURSE, TYPE B

4" GRADED AGGREGATE

6" TOPSOIL AND SEED

PROPOSED SIDEWALK

PLUS 14"

OF REVEAL

HEIGHT

**2:1 MAX. 1" BATTER

VARIES

1 �

"

R

*

8"

9"

O.G.

9"

6"

20"

4"

6"

2" SQUARE STEEL SAFETY RAIL

ANCHOR BOLTS

BASE PLATE AND

(INCIDENTAL TO STONE CURB ITEM.)

CONCRETE LEVELING BLOCK

4" x 2.5" BRICK PAVER OR

1 �

"

1"

1"

�" DIA. GALV. STEEL ANCHOR

1" x 1 �" SLOTTED HOLE FOR

1"1 �"

�"

WELD

1 �

"1"

NOTES:

NOTES:

GRADE SHALL MATCH EXISTING SLOPE OR 2:1 MAX.**

CURB FACE TO 6" BEHIND BACK OF CURB WILL BE PAID UNDER ITEM NO. 302007.

COST OF 4" GRADED AGGREGATE UNDER OUTSIDE CURB, FROM 6" IN FRONT OF*

ITEM NO. 701014 - P.C.C. CURB TYPE 1-6.

THE ADDITIONAL UP-RIGHT CURB PLACED OUTSIDE OF THE SIDEWALK WILL BE PAID UNDER1.

PASS THROUGH

SPHERE 6" CANNOT

5’-0" (MAX)

(T

OP

OF

SA

FE

TY

RAIL)

NOT TO SCALE

ELEVATION VIEW - HANDRAILNOT TO SCALE

(ITEM 401822)


3" BIT. CONCRETE, SUPERPAVE, TYPE B,

(ITEM 401821)


2" BIT. CONCRETE, SUPERPAVE, TYPE C,

CONCRETE STEPS

CONCRETE STEPS

STEEL HAND RAILING - ITEM NO. 606503

STONE CURB - ITEM NO. 701502

BASE PLATE

5"

5"

1 �"

NO. 606503 - STEEL HAND RAILING.

FURNISHING AND INSTALLING HANDRAIL SHALL BE PAID FOR UNDER ITEM3.

MANUFACTURER’S RECOMMENDATIONS.

ANCHOR BOLTS SHALL BE GALVANIZED AND IN ACCORDANCE WITH2.

COAT OF EQUIPMENT ENAMEL TO MATCH EXISTING COLOR.

ALL HANDRAIL SHALL BE PAINTED WITH ONE PRIME COAT AND ONE1.

MA

TC

H

EXIS

TIN

G

HEIG

HT

STEEL SAFETY RAIL

2" SQUARE

2" SQUARE STEEL SAFETY RAIL

RAILING

EXISTING

2" SQUARE STEEL POST

STRONG STEEL TUBE

POST 2" SQUARE EXTRA

8" 1"

BEVEL TOP OF CURB (1"x 1")

PAINT WITH ENAMEL FINISH

WELD, GRIND SMOOTH, AND

PAINT WITH ENAMEL FINISH

WELD, GRIND SMOOTH, AND

2’

EXISTING ROADWAY

SAWCUT & MATCH

1’

ADJACENT PAVEMENT SECTION

13"MIN. OR TO BOTTOM OF

SHOWN ON PLANS

AND ENTRANCES WHERE

FLUSH AT CURB RAMPS

SAWCUT

1’ITEM #202000 - EXCAVATION & EMBANKMENT

REMOVAL OF EXISTING PAVEMENT SHALL BE PAID UNDER


SCALE

FEET

0 60 120 180

N

*

WORK

ROAD

* DISTANCE LEGEND

LETTER DISTANCE

ROAD WORK

END

48" X 48"

W20-1

WARNING SIGNS

CONSTRUCTION ZONE

F

E

D

C

B

A

BOTH SHOULDERS CLOSED

AHEAD

� MILE

1500 FT

1000 FT

500 FT

ADVANCED WARNING SIGN LAYOUT

XX/XX/XX

100’

ROAD

WORK

48" X 24"

G20-2

MESSAGE SIGN LOCATIONPORTABLE CHANGEABLE

PCMS

ALL SIGNS PAID UNDER ITEM # 743024.

ANY CONFLICTING SIGNS SHALL BE INCIDENTAL TO ITEM# 743024.

BY THE ENGINEER PRIOR TO INSTALLATION. THE COVERING OF

*NOTE: THE CONTRACTOR SHALL LAYOUT SIGNS FOR APPROVAL

* NOTE: ALL PERMANENT WARNING SIGNS PAID UNDER ITEM# 743024.

EXPECT

DELAYS

ROAD

WORK

STARTING

EXPECT

DELAYS

10 DAYS PRIOR TO CONSTRUCTION:

5 DAYS AFTER CONSTRUCTION BEGUN:

AHEAD

XX AM-X PM

TO GREENVILLE

11TH STREET

N.

CL

AY

TO

N

ST

RE

ET

PENNSYLVANIA AVENUE (SR 52

)

G20-2 (A)

G20-2 (A)

G20-2 (A)

G20-2 (A)

100’

15

100’

100’

G20-2 (A)

W20-1 (

E)

W20-1 (

E)

W20-1 (E)

W20-1 (E)

ONE WAY

ON

E

WA

Y

ON

E

WA

YO

NE

WA

YO

NE

WA

Y

ONE WAY

OF CONSTRUCTION:

PRIOR TO CONSTRUCTION, THROUGH 5 DAYS AFTER THE BEGINNING

PCMS BOARDS SHALL DISPLAY THE FOLLOWING MESSAGES 10 DAYS*

PC

MS

100’

PCMS

100’

PCMS

100’

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00107+00107+00

PO

B 10

0+00.00

PO

E 10

7+00.00

200

+00

201+

00

202

+00

203

+00

204+00

205

+00

206

+00

POB 200+00.00

++ +

++

++ +

+

X

CONTROL PLANM.O.T., AND EROSION

CONSTRUCTION PHASING,

TYPICAL SECTIONS

10:1

8:1

4

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.0

1 (Task 1,

Ele

venth St Fin

al Desig

n)\

CA

DD

FIL

ES\cs_

AW

S.d

gn

7/11/2017


TOTAL SHTS.

SHEET NO.

29


CONTRACT

T201320003

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

AMW

JMH


SEQUENCE OF CONSTRUCTION

BEFORE BEGINNING WORK IN THE NEXT PHASE/STAGE.

IN A STAGE SHALL BE STABILIZED AS DIRECTED BY THE ENGINEER

OTHERWISE APPROVED BY THE ENGINEER. ALL DISTURBED AREAS

BEFORE STARTING WORK IN A SUBSEQUENT PHASE/STAGE UNLESS

SEQUENCE. ALL WORK SHALL BE COMPLETED IN A PHASE/STAGE

THE CONTRACTOR SHALL COMPLETE ALL WORK IN THE FOLLOWING

N

16

PHASE 1

PHASE 2

PHASE 3

PHASE 4

SEQUENCE LEGEND

CONSTRUCTION

PHASING NOTES:

CONTROL PLANS

M.O.T. AND EROSION

CONSTRUCTION PHASING,

PHASE 2 - 11TH STREET - N. DUPONT STREET TO N. CLAYTON STREET (SOUTH SIDE)PHASE 1 - 11TH STREET - N. DUPONT STREET TO N. CLAYTON STREET (NORTH SIDE)

SCALE

FEET

0 20 40 60

ONE WAY

ON

E

WA

Y

ON

E

WA

Y

ONE WAYONE WAY

ON

E

WA

Y

THE CONTRACT.

CONSTRUCTION. COSTS ASSOCIATED WITH MAINTAINING ENTRANCES ARE INCIDENTAL TO

CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ENTRANCES DURING THIS PHASE OF

PLACE APPROPRIATE PLANTS, ACCORDING TO LANDSCAPE PLANS.

TOPSOIL AND SEED ALL DISTURBED AREAS WITHIN THIS PHASE OF CONSTRUCTION.8.

GRADES.

PHASE OF CONSTRUCTION. PAVE BITUMINOUS CONCRETE PATCHING TO FINAL

CONSTRUCT PROPOSED CURB, SIDEWALK, AND DRIVEWAY APRONS WITHIN THIS7.

ADJUST DRAINAGE INLETS AND UTILITY FACILITIES, AS REQUIRED.6.

THE PHASE.

REMOVE EXISTING SIDEWALK AND CURB WITHIN THE CONSTRUCTION LIMITS OF5.

CONSTRUCTED AT A TIME TO MAINTAIN PEDESTRIAN ACCESS.

RESOURCE CENTER. ONLY ONE CORNER OF AN INTERSECTION MAY BE

BY THE ENGINEER. SEE PEDESTRIAN MOT GUIDELINES ON DELDOT’S DESIGN

PRIOR TO CLOSURE OF ANY SIDEWALK, PEDESTRIAN MOT SHALL BE APPROVED

FOLLOWING TA-28 OR TA-29 TEMPORARY SIGNING, WHEN APPLICABLE.

THE TRAVEL LANE ALONG 11TH STREET AND IMPLEMENT SIDEWALK DETOUR,

USING TA-3 OF THE TRAFFIC CONTROL MANUAL, CLOSE THE LEFT HALF OF4.

INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES.3.

CONSTRUCTION.

PLACE PORTABLE CHANGEABLE MESSAGE SIGN TEN (10) DAYS IN ADVANCE OF2.

INSTALL ADVANCE WARNING SIGNS PER ADVANCE WARNING SIGN LAYOUT SHEET.1.

THE CONTRACT.



PLACE APPROPRIATE PLANTS, ACCORDING TO LANSCAPE PLANS.


GRADES.




THE PHASE.


CONSTRUCTED AT A TIME TO MAINTAIN PEDESTRIAN ACCESS.




FOLLOWING TA-28 OR TA-29 TEMPORARY SIGNING, WHEN APPLICABLE.

THE TRAVEL LANE ALONG 11TH STREET AND IMPLEMENT SIDEWALK DETOUR,

USING TA-3 OF THE TRAFFIC CONTROL MANUAL, CLOSE THE RIGHT HALF OF2.


TYPICAL SECTIONS

10:2

1:3

5

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.0

1 (Task 1,

Ele

venth St Fin

al Desig

n)\

CA

DD

FIL

ES\cs_

01.d

gn

7/11/2017


TOTAL SHTS.

SHEET NO.

29


CONTRACT

T201320003

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

AMW

JMH

202

201

203 204

EASEMENT

DRIVEWAY

COMMON

EXISTING

25’

101

102

103 104

105

106

D/R P-118-153

PENN PARTNERS L P

TP# 26-020.30-102

D/R P-118-153

PENN PARTNERS L P

TP# 26-020.30-103

D/R P-118-153

PENN PARTNERS L P

TP# 26-020.30-104

D/

R

L-126-188

RIC

HA

RD

ST

AU

SE

BA

CH

TP

# 26-020.3

0-113

107108

401

D/R 2385-242

BEVERLY R. BOVELL

TP# 26-020.30-106

301

24.5

’24.5

’

24.5

’2

4.5

’

30’ 30’

30’ 30’

60’

60’

TCE-1TCE-2

30’ 30’

B35-140

HOUSING AUTHORITY"

"DELAWARE STATE

STATE OF DELAWARE

TP# 26-020.30-078

D/R 1866-81


TP# 26-020.30-075

D/R N-98-312


FURIO R. &

TP# 26-020.30-111

INSTR. 20150427 0019182

BRITTANY K. MCDUEL

TP# 26-020.30-225

INSTR. 20120917 0052703

JASON SULECKI

TP# 26-020.30-226

INSTR. 20100607 0028277

& FRANK BAFUNDO


TP# 26-020.30-105

INSTR. 20080813 0055666


CHARLES K. &

TP# 26-020.30-163

INSTR. 20080813 0055666


CHARLES K. &

TP# 26-020.30-110

INS

TR.

200304

21 004

8081

VE

LL

A

GA

LL

AG

HE

R,

H/

W

DA

MIE

N

&

MIC

HE

LE

TP# 26-020.3

0-112

INSTR. 20141205 0054940


TP# 26-020.30-114

INSTR. 20160531 0025605



TP# 26-020.30-232

HOTMIX

SIDEWALK

CONC.

CONC. SIDEWALK

WV

+

WV

WV

WV

WV

WV

WV

+

WV

+

WV

WV

+

WV

+

WV

+

CONC. SIDEWALK


CONC. SIDEWALK

CONC. SIDEWALK

CONC. SIDEWALK

HO

TMIX

HOTMIX

CONC.

CONC.CONC.

DRIV

EW

AY

HO

TMIX

CO

NC.

DRIV

EW

AY

CONC. DRIVEWAY

WALKWAY

BRICK

CO

NC.

SID

EW

AL

K

HOTMIX

N.

CL

AY

TO

N

ST

RE

ET

HO

TMIX


N.

DU

PO

NT

ST

RE

ET

BRICK

CW-W

CW-

W

CW-

W

CW-

W

CW-W

STEPS AP

AR

TM

EN

TS

BRIC

K

STEPS

CONC.WOOD FENCE


BRICK BUILDING

2 STORY

BRICK BUILDING

2 STORY

BRICK WALL

ST

EP

S

ST

EP

S

BRICK BUILDING

2 STORY

GATE

BRICK BUILDING


2 STORY

PARKING LOT

D.I.

D.I.

D.I.D.I.

D.I. D.I.

D.I.D.I.

D.I.

TP-7

4366648128

4367148172

TP-5

4368748139

040

4369348140

4368248161 43673

48178

TP-6

WALL WALL

PCC CURB

PCC CURBPCC CURB

11TH STREET

STONE CURB

CURBSTONE

CURBSTONE

PCC CURB

PCC CURB

ST

ON

E

CU

RB

CU

RB

ST

ON

E

STONE CURB

STONE CURB

ST

ON

E

CU

RB

ST

ON

E

CU

RB

VE

R-

C

VER-C

8"TC

15"

TC

24"TC

24"TC24"TC

24"TC

18"

TC

30"

X20"

TC

10"

TC

15"T

C

12"

TC

24"TC 15

"T

C

15"T

C 15"TC

15"T

C 15"T

C

15"TC

15"TC

15"

TC

15"TC

DP-

G-2

PY


CW-

W-8"

CW-

W-10"



CW-

W-4"

CW-

W-4"

DP-

G-2

PY

DP-

G-12

CI

BRICK

FE

NC

E

101+00 102+00 103+00 104+00 105+00 106+00

200

+00

201+

00

PI 200+00.00


SEQUENCE OF CONSTRUCTION

BEFORE BEGINNING WORK IN THE NEXT PHASE/STAGE.

IN A STAGE SHALL BE STABILIZED AS DIRECTED BY THE ENGINEER

OTHERWISE APPROVED BY THE ENGINEER. ALL DISTURBED AREAS

BEFORE STARTING WORK IN A SUBSEQUENT PHASE/STAGE UNLESS

SEQUENCE. ALL WORK SHALL BE COMPLETED IN A PHASE/STAGE

THE CONTRACTOR SHALL COMPLETE ALL WORK IN THE FOLLOWING

N

17

PHASE 1

PHASE 2

PHASE 3

PHASE 4

SEQUENCE LEGEND

CONSTRUCTION

PHASING NOTES:

PHASE 3 - CLAYTON STREET - 11TH STREET TO PENNSYLVANIA AVENUE (WEST SIDE) PHASE 4 - CLAYTON STREET - 11TH STREET TO PENNSYLVANIA AVENUE (EAST SIDE)

CONTROL PLANSM.O.T. AND EROSION

CONSTRUCTION PHASING,SCALE

FEET

0 20 40 60

ONE WAYONE WAY

THE CONTRACT.





GRADES.




THE PHASE.


SHALL USE TA-21 AND TA-23 TO COMPLETE WORK ALONG PENNSYLVANIA AVENUE.

CONSTRUCTED AT A TIME TO MAINTAIN PEDESTRIAN ACCESS.THE CONTRACTOR




DETOUR, FOLLOWING TA-28 OR TA-29 TEMPORARY SIGNING, WHEN APPLICABLE.

THE TRAVEL LANE ALONG NORTH CLAYTON STREET AND IMPLEMENT SIDEWALK

USING TA-3 OF THE TRAFFIC CONTROL MANUAL, CLOSE THE LEFT HALF OF2.


THE CONTRACT.



REMOVE ALL ADVANCE WARNING SIGNS.9.

REMOVE ALL REMAINING EROSION AND SEDIMENT CONTROL MEASURES.8.


TOPSOIL AND SEED ALL DISTURBED AREAS WITHIN THIS PHASE OF CONSTRUCTION. 7.

GRADES.




INSTALL LIGHTING FACILITIES AND STANDARDS.4.

THE PHASE.


SHALL USE TA-21 AND TA-23 TO COMPLETE WORK ALONG PENNSYLVANIA AVENUE.

CONSTRUCTED AT A TIME TO MAINTAIN PEDESTRIAN ACCESS. THE CONTRACTOR




DETOUR, FOLLOWING TA-28 OR TA-29 TEMPORARY SIGNING, WHEN APPLICABLE.

THE TRAVEL LANE ALONG NORTH CLAYTON STREET AND IMPLEMENT SIDEWALK

USING TA-3 OF THE TRAFFIC CONTROL MANUAL, CLOSE THE RIGHT HALF OF2.


402

D/

R 2385-24

2

BE

VE

RL

Y

R.

BO

VE

LL

TP# 26-020.3

0-106

403

404

405

406

302

303

304

305

306

307

308

309

310

311

312

313

407

314

D/R 1239-115

PENN PARTNERS L P

TP# 26-020.10-208

30’

80’

30’

30’

30’

30’

30’

VARIES

W/

R 109529

D/

R

U-50-359

GIL

DA

E.

SZ

EW

CZ

YK

TP# 26-020.3

0-219

EASEMENTWATER

5’ EXISTINGW/

R 7

537

7

D/

R

F-66-288

JU

LIA

PA

NA

CCIO

NE

TP# 26-020.3

0-108

D/

R 27

07-132

RIT

A

N.

CA

PP

EL

LE

TP# 26-020.3

0-109

D/R 2780-314


TP# 26-020.30-097

W/

R 080016

D/

R

G-5

4-358

TH

ER

ES

A

R.M.

VA

VA

LA

TP# 26-020.3

0-224

MF-6354

D/R G-104-49


TP# 26-020.30-214

INS

TR.

20060919 0089681

WIL

LIA

M

CO

BB

TP# 26-020.3

0-215

INS

TR.

20120613 003

2889

MA

XW

EL

L

F.

KU

RS

H

TP# 26-020.3

0-216

INS

TR.

20101001 0052337

RE

BE

CC

A

A.

CO

RL

ET

T

TP# 26-020.3

0-217

INS

TR.

2014

0605 0023303

NIC

HO

LA

S

P.

WIL

SO

N

TP# 26-020.3

0-218

INS

TR.

20091103 007

004

9

PE

TE

R

G.

RA

SSIA

S

TP# 26-020.3

0-220

INS

TR.

2013

12

03 007

55

08

DR

AK

E

DW

OR

NIK

TP# 26-020.3

0-221

INS

TR.

2012

1119 0067

724

MA

SE

PR

OP

ER

TIE

S

L.L.C.

TP# 26-020.3

0-222

INS

TR.

20100618 0030665

JO

SE

PH

B.

RE

PE

TTI

TP# 26-020.3

0-223

INS

TR.

2015

04

27

0019182

BRIT

TA

NY

K.

MC

DU

EL

TP# 26-02

0.3

0-225

INS

TR.

20081114

007

47

80

ST

EF

ANIE

MA

TT

EI B

RIE

D,

H/

W

RO

BE

RT

D.

&

TP# 26-020.3

0-107

INS

TR. 2

0100607

002827

7

&

FR

AN

K

BA

FU

ND

O

KE

VIN

MC

LA

UG

HLIN. P

HILIP

TP# 26-020.3

0-105

DEED UNAVAILABLE


TP# 26-020.40-001

TYPICAL SECTIONS

3:5

7:1

6

PM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.0

1 (Task 1,

Ele

venth St Fin

al Desig

n)\

CA

DD

FIL

ES\cs_

02.d

gn

7/11/2017


TOTAL SHTS.

SHEET NO.

29


CONTRACT

T201320003

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

AMW

JMH

+

WV

WV

+

WV

WV

+

WV

WV

WV

WVWV

WVWV WV

WVWV

CONC. SIDEWALK

CONC. SIDEWALK

HOTMIX

CONC. SIDEWALK

CONC. SIDEWALK

CO

NC. S

IDE

WA

LK

MAILBOX

SIGNAL POLE

SIGNAL POLE


HOTMIX

HO

TMIX

HOTMIX

HO

TMIX

N. CLAYTON STREET

N. CLAYTON STREET

CW-

W

CW-

W

CW-

WC

W-

W

CW-

W

CW-

W

CW-

W

WALLFENCE

TP-2

WALL

POST

D.I.

D.I.

D.I.

CONC. SIDEWALK

CONC. SIDEWALK

KIA PARKING LOT

BUILDING

4 STORY

ST

EP

S

GATEST

EP

S

TOWNHOUSESBRICK

SCAPING

LAND- GRASS

ST

EP

S

ST

EP

S

ST

EP

S

ST

EP

S

GR

AS

SWALLWALL

SCAPING

LAND-

ST

EP

S

ST

EP

S

ST

EP

S

ST

EP

S

STEPS

BRIC

K

BUIL

DIN

G

2

ST

OR

Y

BRICK BUILDING

1 STORY

TP-3

43688

48187

43986

48192

43699

48192

43698

48198

3702

8202

4371148197

4371248200

D.I.

TP-1

FENCE

CHAINLINK

PE

NN

SY

LV

ANIA

AV

EN

UE (S

R 52)

PE

NN

SY

LV

ANIA

AV

EN

UE (S

R 52)



LOTPARKINGHOT-MIX

VER-C

VER-C

VE

R-

C

VER-CVER-C VER-C

10"TC10"TC

10"TC 10"TC 12"TC

12"

TC

12"

TC

15"T

C

10"T

C

10"T

C

CW-

W-8"

CW-W-10"


CW-W-10"

CW-W-8"CW-W-8"

CW-W-10"

JVER-

C

POLE

SIGNAL

STREET

N. CLAYTON

202+00 203+00 204+00 205+00 206+00

MA

TC

HLIN

E 201+

50 Unofficial

Website Copy

N

18

LIGHTING PLANS

JW

1

NOTES:

LST

1

LSR

1

LST

2

LSR

2

LST

3

LSR

3

LST

4

LSR

4

LST

5

LSR

5

LST

6

LSR

6

LST

7

LSR

7

LSR

8

LST

8

SOURCE ’A’

POWERRM

O

RL

O

LST

9

BY OTHERS

SCALE

FEET

0 20 40 60

LEGEND

LIGHTING STANDARD IDENTIFIERLST

X

LSR

XLIGHTING SERVICE IDENTIFIER

DECORATIVE LIGHT STANDARD

SINGLE DAVIT ARM

201+00

LIGHTING STANDARD SCHEDULE

NO. CIRCUIT NO. STATION OFFSET ARM LIGHT STANDARDRUN

SERVICE

LIGHTING SERVICE SCHEDULE

(L.F.)DISTANCE

INSTALLATIONDESCRIPTION

1 45.0 2" SCHEDULE 80 PVC 2 #6 + 1 #6G

8 15’- 16.36’LT202+96.76 250 WATT HPS LUMINAIRE

7 -- 24.75’RT203+80.64 150 WATT HPS LUMINAIRE







9 15’- 25.89’RT204+77.12 250 WATT HPS LUMINAIRE

2 41.0 2" SCHEDULE 80 PVC 2 #6 + 1 #6G

3 43.0 2" SCHEDULE 80 PVC 2 #6 + 1 #6G

4 42.0 2" SCHEDULE 80 PVC 2 #6 + 1 #6G

5 42.0 2" SCHEDULE 80 PVC 2 #6 + 1 #6G

6 34.0 2" SCHEDULE 80 PVC 2 #6 + 1 #6G

7 30.0 2" SCHEDULE 80 PVC 2 #6 + 1 #6G

8 25.0 2" SCHEDULE 80 PVC 2 #6 + 1 #6G

BY OTHERS

BY THE CONTRACTOR AND ARE INCIDENTAL TO THE LIGHTING STANDARD ITEM.

ALL COSTS OF DELMARVA ELECTRICAL CONNECTION FEES SHALL BE PAID5.

INCIDENTAL TO THE CONTRACT.

APPLICATION ON BEHALF OF THE CITY OF WILMINGTON. ALL COSTS ARE

THE CONTRACTOR IS REQUIRED TO OBTAIN THE REQUIRED ELECTRICAL SERVICE4.

THE FOUNDATION IS A 1 FOOT OFFSET FROM BACK OF CONCRETE SIDEWALK.

LUMINAIRES 1 THROUGH 7 SHALL BE INSTALLED SO THAT THE CENTER OF3.

AND DELMARVA POWER REQUIREMENTS.

SERVICE DISCONNECT SHALL BE INSTALLED IN ACCORDANCE WITH NEC

POWER SOURCE ’A’ - DP&L POLE NO. 48198 43698 (STATION 204+15.50)

ELECTRIC SERVICE TO BE OBTAINED FROM:2.

THE TOP OF THE BASE IS LEVEL.

CONTRACTOR SHALL INSTALL THE PROPOSED POLE BASES SO THAT1.

INS

TR.

20100607

002827

7

&

FR

AN

K

BA

FU

ND

O

KE

VIN

MC

LA

UG

HLIN.

PHILIP

TP# 26-020.3

0-105

401

STREET

N. CLAYTON

401

402

D/

R 2385-24

2

BE

VE

RL

Y

R.

BO

VE

LL

TP# 26-020.3

0-106

403

404

405

406

302

303

304

305

306

307

308

309

310

311

312

313

407

314

D/R 1239-115

PENN PARTNERS L P

TP# 26-020.10-208

EXIS

TIN

G

R/

W

EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

30’

80’

30’

30’

30’

30’

30’

EXIS

TIN

G

R/

W

EXISTING R/W

R/W

EXISTING

EXISTING R/W

EXISTING R/W

VARIES

W/

R 1095

29

D/

R

U-50-359

GIL

DA

E.

SZ

EW

CZ

YK

TP# 26-020.3

0-219

TC

E-2

30’

30’

EASEMENTWATER

5’ EXISTINGW/

R 7

537

7

D/

R

F-66-288

JU

LIA

PA

NA

CCIO

NE

TP# 26-020.3

0-108

D/

R 27

07-132

RIT

A

N.

CA

PP

EL

LE

TP# 26-020.3

0-109

D/R 2780-314


TP# 26-020.30-097

W/

R 08

0016

D/

R

G-54-358

TH

ER

ES

A

R.M.

VA

VA

LA

TP# 26-020.3

0-224

MF-6354

D/R G-104-49


TP# 26-020.30-214

INS

TR.

20060919 0089681

WIL

LIA

M

CO

BB

TP# 26-020.3

0-215

INS

TR.

2012

0613 0032889

MA

XW

EL

L

F.

KU

RS

H

TP# 26-020.3

0-216

INS

TR.

20101001 0052337

RE

BE

CC

A

A.

CO

RL

ET

T

TP# 26-020.3

0-217

INS

TR.

2014

0605 0023303

NIC

HO

LA

S

P.

WIL

SO

N

TP# 26-020.3

0-218

INS

TR.

20091103 007

004

9

PE

TE

R

G.

RA

SSIA

S

TP# 26-02

0.3

0-220

INS

TR.

20131203 007

55

08

DR

AK

E

DW

OR

NIK

TP# 26-020.3

0-221

INS

TR.

2012

1119 0067

724

MA

SE

PR

OP

ER

TIE

S

L.L.C.

TP# 26-020.3

0-222

INS

TR.

20100618 0030665

JO

SE

PH

B.

RE

PE

TTI

TP# 26-020.3

0-223

INS

TR.

201504

27

0019182

BRIT

TA

NY

K.

MC

DU

EL

TP# 26-020.3

0-225

INS

TR. 2

0120917

00527

03

JA

SO

N

SU

LE

CKI

TP# 26-020.3

0-226

INS

TR.

20081114

007

47

80

ST

EF

ANIE

MA

TT

EI B

RIE

D,

H/

W

RO

BE

RT

D.

&

TP# 26-020.3

0-107

INS

TR. 2

0100607

0028

27

7

&

FR

AN

K

BA

FU

ND

O

KE

VIN

MC

LA

UG

HLIN. P

HILIP

TP# 26-020.3

0-105

DEED UNAVAILABLE


TP# 26-020.40-001

TYPICAL SECTIONS

10:2

8:4

4

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.0

1 (Task 1,

Ele

venth St Fin

al Desig

n)\

CA

DD

FIL

ES\li_

02.d

gn

7/11/2017


TOTAL SHTS.

SHEET NO.

29


CONTRACT

T201320003

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

AMW

JMH

+

WV

WV

+

WV

WV

+

WV

WV

WV

WV

WVWV

WV

WV

WV WV

WVWV

WV

WV

WV

CO

NC. S

IDE

WA

LK

CO

NC. S

IDE

WA

LK

CO

NC.

CO

NC.

CONC. SIDEWALK

CONC. SIDEWALK

HOTMIX

CONC. SIDEWALK

CONC. SIDEWALK

CO

NC. S

IDE

WA

LK

MAILBOX

SIGNAL POLE

SIGNAL POLE


HOTMIX

HO

TMIX

HOTMIX

HO

TMIX

N. CLAYTON STREET

N. CLAYTON STREET

BRIC

K

CW-

W

CW-

W

CW-

W

CW-

WC

W-

W

CW-

W

CW-

W

CW-

W

WALLFENCE

TP-2

WALL

POST

D.I.

D.I.

D.I.

CONC. SIDEWALK

CONC. SIDEWALK

KIA PARKING LOT

BUILDING

4 STORY

ST

EP

S

GATEST

EP

S

TOWNHOUSESBRICK

SCAPING

LAND- GRASS

ST

EP

S

ST

EP

S

ST

EP

S

ST

EP

S

ST

EP

S

GR

AS

SWALLWALL

SCAPING

LAND-

APARTMENTS

BRICK

ST

EP

S

ST

EP

S

ST

EP

S

ST

EP

S

STEPS

ST

EP

S

CO

NC.

WO

OD

FE

NC

E

BRIC

K

BUIL

DIN

G

2

ST

OR

Y

BRICK BUILDING

1 STORY

D.I.

TP-3

4367

34

817

8

43688

48187

43986

48192

43699

48192

43698

48198

3702

8202

4371148197

4371248200

D.I.

TP-1

FENCE

CHAINLINK

PE

NN

SY

LV

ANIA

AV

EN

UE (S

R 52)

PE

NN

SY

LV

ANIA

AV

EN

UE (S

R 52)

PC

C

CU

RB

STONE CURB

CURBSTONE

STONE CURB

ST

ON

E

CU

RB

STONE CURB PCC CURB


LOTPARKINGHOT-MIX

VER-C

VER-C

VE

R-

C

VER-CVER-C VER-C

10"TC

10"TC10"TC

10"TC 10"TC 12"TC

12"

TC

12"

TC

15"

TC

15"T

C

10"T

C

10"T

C

CW-

W-8"

CW-W-10"


CW-W-10"

CW-W-8"CW-W-8"

CW-

W-8"

CW-

W-8"

CW-

W-8"

CW-

W-8"

CW-W-10"

JVER-

C

BRIC

K

POLE

SIGNAL

STREET

N. CLAYTON

105

+00

106

+00

201+00 202+00 203+00 204+00 205+00 206+00Unofficial Website Copy

TYPICAL SECTIONS

10:3

1:0

6

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

155002.0

1 (Task 1,

Ele

venth St Fin

al Desig

n)\

CA

DD

FIL

ES\

dt_lightin

gDetails01.d

gn

7/11/2017


TOTAL SHTS.

SHEET NO.

29


CONTRACT

T201320003

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

AMW

JMH

19

(3/4" DIA. x 10’)GROUND ROD

TYPICAL LUMINAIRE CONNECTION

W

W

HAND HOLE

12’-0"

3’-6"CAST ALUMINUM FINIAL

3’-6"

1’-8"

SET SCREWS

(24" DIA)FOUNDATION BELOW

17" DIA BASE COVER

12" DIA BOLT CIRCLE

6"

NOTES:

UTILITY POLEGROUND ROD NEXT TO

(POWER BRANCH CIRCUIT) WEATHERPROOF CONDULET DETAIL

LUMINAIRE DETAILS

POLE BASE PLAN

ANCHOR BOLT DETAIL

POLEDECORATIVE

LIGHTING STANDARD

LIGHTING DETAILS

1#6AWG BARE COPPER GROUND WIRE

TOP COVER REFLECTOR

BLACK ACRYLIC

PRISMATIC REFLECTOR

BLACK ACRYLIC

AND MEDALLIONS

WHITE RIBS, BANDS

REFRACTOR

ACRYLIC PRISMATIC

OPTIC SET SCREWS

LUMINAIRE HOUSING

1#6AWG BARE COPPER GROUND WIRE

2#6AWG THWN &

GROUND WIRE TO CONDULET

BOND #6AWG BARE COPPER

BRANCH CIRCUIT

TYPICAL LIGHTING

CONDULET

2.5 IN WEATHERPROOF

BARE COPPER GROUND WIRE

2#6AWG THWN & 1#6AWG

1#6AWG GROUND, GREEN

ONE BLACK, ONE WHITE &

2#6AWG THWN

ACCESS DOOR

LIGHT STANDARD

CABLE CONNECTOR

GROUNDING SCREW

UNLESS OTHERWISE NOTED

1#6AWG GREEN GRD WIRE

CAST ALUMINUM BASE

24"

MATERIALS SHALL BE INCIDENTAL TO LIGHT STANDARD.ALL COSTS FOR POWER CONNECTION AND ASSOCIATED2.

ON DELDOT STANDARD POLE BASE, TYPE 6.ALL LIGHTING STANDARDS SHALL BE INSTALLED1.

NOTE:

SERVICE POINT

EXTENDED FROM DELMARVA POWER

2" SCHEDULE 80 PVC CONDUIT

TO LIGHTING FIXTURE

PVC CONDUIT

2" SCHEDULE 80

NOT TO SCALE

3/4" DIA. ANCHOR BOLT (TYP.)

8" GALVANIZED

4"

WHITE,AND GREEN

TO LUMINAIRE BLACK,

3 #10 AWG THWN

(30 AMP)

CONNECTOR KIT

INLINE FUSE

120/240 VOLTSAC POWER SOURCE

1

2

B1

A A B B

B2

A1 A2

JW 1

NEXT TO UTILITY POLE - JUNCTION WELL

WITH FUSE CONNECTOR KITS - WEATHERPROOF CONDUIT

L2 - LINE 2L1 - LINE 1N-NEUTRALNOTES:

1

2

ELECTRICAL SCHEMATICSIDEWALK LIGHTING

N L1 L2

FUSED AT 5 AMPS

INLINE CONNECTOR

LIGHT STANDARD

PROPOSED

1’

PCC SIDEWALK

PROPOSED

80 PVC CONDUIT

ITEM 745604 - 2" SCHEDULE

LIGHTING STANDARD PLACEMENT (TYPICAL)

FOR PHOTOCELL

TWISTLOCK RECEPTACLE

ELECTRICAL NODULE WITH

5’

CENTER) WITH CUT OFF FIXTURE.

100W HPS, 240V, 12 FT. MOUNTING HEIGHT (14 FT. LAMP

LUMINAIRE MATRIX SHALL CONSIST OF TYPE V OPTICS,9.

GREEN GROUND WIRE TO TERMINATE AT EACH POLE.

IN THE PLANS OR BY THE ENGINEER. PROVIDE #6 AWG

USE #6 AWG WIRE FOR ALL CIRCUITS UNLESS INDICATED8.

FUNCTIONING OF THE SYSTEM.

THE EXISITING LIGHTING SYSTEM TO INSURE PROPER

THE PROJECT LIMITS SHALL PERFORM AN INSPECTION OF

PRIOR TO CLOSING ANY LANES, THE CONTRACTOR WITHIN7.

AND THE GENERAL PUBLIC.

IN A MANNER THAT ENSURES THE SAFETY OF WORKERS

INCLUDING WIRES AND CONNECTIONS TO BE PROTECTED

DURING CONSTRUCTION, ALL ELECTRICAL SYSTEMS,6.

PROVIDE INDIVIDUAL FUSING FOR ALL LUMINAIRES.5.

DISCONNECTABLE, CONNECTOR KITS FOR ALL SPLICES.

PROVIDE WATERTIGHT, SUBMERSIBLE, PREMOLDED,4.

ACCORDANCE WITH DELMARVA POWER’S REQUIREMENTS.

PROVIDE SERVICE DISCONNECT AND CONDUIT RISER IN3.

DELDOT SPECIFICATIONS.

THE STANDARD SPECIFICATIONS FOR THIS PROJECT ARE2.

ARE TO CONFORM TO THE DELDOT STANDARDS.

CONSTRUCTION DETAILS NOT SHOWN ON THE DRAWINGS1.


N

20

LANDSCAPING PLAN

1. ALL PLANTING SHALL BE DONE IN ACCORDANCE WITH DELDOT STANDARD SPECIFICATIONS SECTION 737.

2. ALL PLANTING BEDS SHALL BE MULCHED WITH CHOPPED PINE BARK AS SHOWN ON THE PERENNIAL/GROUNDCOVER

PLANTING DETAIL. ALL COSTS ARE INCIDENTAL TO THE PLANTING ITEM.

OCTOBER 1. WATERING, ONCE INITIATED, SHALL CONTINUE WITHOUT INTERRUPTION UNTIL ALL PLANTS ON THE PROJECT

HAVE BEEN WATERED. PAYMENT SHALL BE PER 1,000 GALLONS OF WATER APPLIED. WATER APPLIED SHALL BE 10 GALLONS

PER 100 SQUARE FEET OF PLANTING BED. WATER USED FOR THIS ITEM SHALL MEET THE REQUIREMENTS OF SECTION 803

3. CONTRACTOR SHALL BE REQUIRED TO KEEP ALL PLANT MATERIAL SUFFICIENTLY WATERED FROM JUNE 15 THROUGH

NOTES:

ROADSIDE SHRUB PLANTING DETAIL

DND DND DND DND

OFF FOLLOWING INSTALLATION

BRANCHES SHALL BE PRUNED

ALL DEAD, BROKEN, & CROSSING

OF SHRUB.

AND USED AS BACKFILL DURING INSTALLATION

PIT, MIXED WITH APPROVED AMENDMENTS

ALL SOIL SHALL BE EXCAVATED FROM THE

MULCH AGAINST THE SHRUB STEMS.

SPECIFICATIONS. DO NOT PLACE

MULCH IN ACCORDANCE WITH

TAMPED OR UNEXCAVATED SOIL.

ROOT BALL SHALL BE PLACED ON

DEBRIS IN THE PIT.

LEAVE BURLAP, BASKET, OR ROPE

TO 1/2 OF THE ROOTBALL. DO NOT

REMOVE BURLAP & WIRE BASKETS

SCALE

FEET

0 20 40 60

TOP OF THE ROOTBALL WITH SOIL.

TO DRAIN. DO NOT COVER THE

ABOVE GRADE IF SOILS ARE SLOW

TO GRADE OR 1" (25) TO 2" (50)

ROOTBALL SHALL BE SET FLUSH

CONTINUOUS BED.

ALL SHRUB MASSES SHALL BE MULCHED AS ONE5)

AND TO ELIMINATE GLAZING.

AUGERED HOLES SHALL BE HAND DUG TO FINAL WIDTH4)

PRUNE SHRUBS AT PLANTING.

UNDER THE DIRECTION THEREOF. DO NOT HEAVILY

ARBORIST, CERTIFIED NURSERY PROFESSIONAL, OR

ALL PRUNING SHALL BE DONE BY AN I.S.A. CERTIFIED3)

NO LESS THAN 3 PLANTS.

SHRUBS SHALL BE INSTALLED IN MASSES OF2)

THREE TIMES THE ROOT BALL SIZE.

OF TWICE THE ROOT BALL SIZE AND A MAXIMUM OF

BASE OF PLANTING PIT SHALL BE A MINIMUM WIDTH1)

RM

CSTUMP

RM

CSTUMP

WATER USED FOR THIS ITEM SHALL MEET THE REQUIREMENTS OF SECTION 1021.

INITIATED WITHOUT INTERUPTION UNTIL ALL PLANTS ON THE PROJECT HAVE BEEN WATERED.

DURING THE PERIOD FROM JUNE 15 THROUGH OCTOBER 1. CONTINUE WATERING, ONCE

WATER ALL MAJOR AND MINOR TREES, SCRUBS AND ALL HERBACEOUS BEDS BI-WEEKLY8.

NURSERYMEN ASSOCIATION STANDARDS.

ALL PLANT MATERIAL SHALL BE NURSERY GROWN AND SHALL CONFORM TO AMERICAN7.

WORKING DAYS PRIOR TO PLANTING AND CONSTRUCTION.

THE CONTRACTOR SHALL NOTIFY MISS UTILITY (800-257-7777) A MINIMUM OF THREE6.

ACCORDANCE WITH PLANTING AND CONSTRUCTION.

DESIGNATED TO RECEIVE PLANTINGS AND MULCH SHALL BE FINE GRADED AND SEEDED IN

ALL AREAS WITHIN CONTRACT LIMITS DISTURBED DURING OR PRIOR TO CONSTRUCTION NOT5.

THE PLANT LIST, THE QUANTITIES ON THE PLAN SHALL TAKE PRECEDENCE.

DISCREPANCIES EXIST BETWEEN QUANTITIES SHOWN ON THE PLAN AND THOSE SHOWN ON

PLANT QUANTITIES ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. IF4.

EXCEPT WHERE NOTED ON PLANS.

ALL SHRUB BEDS SHALL BE MULCHED WITH HARDWOOD MULCH AS DETAILED AND SPECIFIED3.

PLANTING BEDS.

ALL SHRUBS AND GROUNDCOVER AREAS SHALL BE PLANTED IN CONTINUOUS PREPARED2.

CITY OF WILMINGTON REPRESENTATIVE AND DELDOT’S ROADSIDE ENVIRONMENTAL ADMINISTRATOR.

PLANT MATERIAL SUBSTITUTIONS WILL NOT BE ACCEPTED WITHOUT APPROVAL OF THE1.

PLANTING NOTES:

TYPICAL SECTIONS

10:3

3:1

7

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.0

1 (Task 1,

Ele

venth St Fin

al Desig

n)\

CA

DD

FIL

ES\

LS_

01.d

gn

7/11/2017


TOTAL SHTS.

SHEET NO.

29


CONTRACT

T201320003

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

AMW

JMH

202

201

203 204

EASEMENT

DRIVEWAY

COMMON

EXISTING

25’

101

102

103 104

105

106

D/R P-118-153

PENN PARTNERS L P

TP# 26-020.30-102

D/R P-118-153

PENN PARTNERS L P

TP# 26-020.30-103

D/R P-118-153

PENN PARTNERS L P

TP# 26-020.30-104

D/

R

L-126-188

RIC

HA

RD

ST

AU

SE

BA

CH

TP

# 26-020.3

0-113

107108

401

D/R 2385-242

BEVERLY R. BOVELL

TP# 26-020.30-106

301

EXISTING R/W


EXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

24.5

’24.5

’

24.5

’2

4.5

’

30’ 30’

30’ 30’

EXISTING R/W

EXISTING R/W

60’

60’

EXIS

TIN

G

R/

W

TCE-1TCE-2

30’ 30’

B35-140

HOUSING AUTHORITY"

"DELAWARE STATE

STATE OF DELAWARE

TP# 26-020.30-078

D/R 1866-81


TP# 26-020.30-075

D/R N-98-312


FURIO R. &

TP# 26-020.30-111

INSTR. 20150427 0019182

BRITTANY K. MCDUEL

TP# 26-020.30-225

INSTR. 20120917 0052703

JASON SULECKI

TP# 26-020.30-226

INSTR. 20100607 0028277

& FRANK BAFUNDO


TP# 26-020.30-105

INSTR. 20080813 0055666


CHARLES K. &

TP# 26-020.30-163

INSTR. 20080813 0055666


CHARLES K. &

TP# 26-020.30-110

INS

TR.

200304

21 004

8081

VE

LL

A

GA

LL

AG

HE

R,

H/

W

DA

MIE

N

&

MIC

HE

LE

TP# 26-020.3

0-112

INSTR. 20141205 0054940


TP# 26-020.30-114

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

WE

XIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

EXISTING R/W

INSTR. 20160531 0025605



TP# 26-020.30-232

HOTMIX

SIDEWALK

CONC.

CONC. SIDEWALK

WV

+

WV

WV

WV

WV

WV

WV

+

WV

+

WV

WV

+

WV

+

WV

+

CONC. SIDEWALK


CONC. SIDEWALK

CONC. SIDEWALK

CONC. SIDEWALK

HO

TMIX

HOTMIX

CONC.

CONC.CONC.

DRIV

EW

AY

HO

TMIX

CO

NC.

DRIV

EW

AY

CONC. DRIVEWAY

WALKWAY

BRICK

CO

NC.

SID

EW

AL

K

HOTMIX

N.

CL

AY

TO

N

ST

RE

ET

HO

TMIX


N.

DU

PO

NT

ST

RE

ET

BRICK

CW-W

CW-

W

CW-

W

CW-

W

CW-W

STEPS AP

AR

TM

EN

TS

BRIC

K

STEPS

CONC.WOOD FENCE


BRICK BUILDING

2 STORY

BRICK BUILDING

2 STORY

BRICK WALL

ST

EP

S

ST

EP

S

BRICK BUILDING

2 STORY

GATE

BRICK BUILDING


2 STORY

PARKING LOT

D.I.

D.I.

D.I.D.I.

D.I. D.I.

D.I.D.I.

D.I.

TP-7

4366648128

4367148172

TP-5

4368748139

040

4369348140

4368248161 43673

48178

TP-6

WALL WALL

PCC CURB

PCC CURBPCC CURB

11TH STREET

STONE CURB

CURBSTONE

CURBSTONE

PCC CURB

PCC CURB

ST

ON

E

CU

RB

CU

RB

ST

ON

E

STONE CURB

STONE CURB

ST

ON

E

CU

RB

ST

ON

E

CU

RB

VE

R-

C

VER-C

8"TC

15"

TC

24"TC

24"TC24"TC

24"TC

18"

TC

30"

X20"

TC

10"

TC

15"T

C

12"

TC

24"TC 15

"T

C

15"T

C 15"TC

15"T

C 15"T

C

15"TC

15"TC

15"

TC

15"TC

DP-

G-2

PY


CW-

W-8"

CW-

W-10"



CW-

W-4"

CW-

W-4"

DP-

G-2

PY

DP-

G-12

CI

BRICK

FE

NC

E

101+00 102+00 103+00 104+00 105+00 106+00

200

+00

201+

00

PI 200+00.00


N

21

LANDSCAPING PLAN

LANDSCAPE PLANTING SUMMARY SCHEDULE

ID QTY BOTANICAL NAME COMMON NAME SIZE COMMENTS

SHRUBS / GROUNDCOVERS

IC 2 24"-30" HT. B&B, HEAVY

30

SCALE

FEET

0 20 40 60

ILEX CRENATA JAPANESE HOLLY

10" O.C.CONTINUOUSPTTRICUSPIDATA

PARTHENOCISSUSBOSTON IVY

402

D/

R 2385-24

2

BE

VE

RL

Y

R.

BO

VE

LL

TP# 26-020.3

0-106

403

404

405

406

302

303

304

305

306

307

308

309

310

311

312

313

407

314

D/R 1239-115

PENN PARTNERS L P

TP# 26-020.10-208

EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

30’

80’

30’

30’

30’

30’

30’

EXISTING R/W

R/W

EXISTING

EXISTING R/W

EXISTING R/W

VARIES

W/

R 109529

D/

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U-50-359

GIL

DA

E.

SZ

EW

CZ

YK

TP# 26-020.3

0-219

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5’ EXISTINGW/

R 7

537

7

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F-66-288

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PA

NA

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NE

TP# 26-020.3

0-108

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07-132

RIT

A

N.

CA

PP

EL

LE

TP# 26-020.3

0-109

D/R 2780-314


TP# 26-020.30-097

W/

R 080016

D/

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G-5

4-358

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A

R.M.

VA

VA

LA

TP# 26-020.3

0-224

MF-6354

D/R G-104-49


TP# 26-020.30-214

INS

TR.

20060919 0089681

WIL

LIA

M

CO

BB

TP# 26-020.3

0-215

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20120613 003

2889

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20101001 0052337

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VIN

MC

LA

UG

HLIN. P

HILIP

TP# 26-020.3

0-105

DEED UNAVAILABLE


TP# 26-020.40-001

TYPICAL SECTIONS

10:4

5:2

1 A

M

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.0

1 (Task 1,

Ele

venth St Fin

al Desig

n)\

CA

DD

FIL

ES\

LS_

02.d

gn

7/11/2017


TOTAL SHTS.

SHEET NO.

29


CONTRACT

T201320003

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

AMW

JMH

+

WV

WV

+

WV

WV

+

WV

WV

WV

WVWV

WVWV WV

WVWV

CONC. SIDEWALK

CONC. SIDEWALK

HOTMIX

CONC. SIDEWALK

CONC. SIDEWALK

CO

NC. S

IDE

WA

LK

MAILBOX

SIGNAL POLE

SIGNAL POLE


HOTMIX

HO

TMIX

HOTMIX

HO

TMIX

N. CLAYTON STREET

N. CLAYTON STREET

CW-

W

CW-

W

CW-

WC

W-

W

CW-

W

CW-

W

CW-

W

WALLFENCE

TP-2

WALL

POST

D.I.

D.I.

D.I.

CONC. SIDEWALK

CONC. SIDEWALK

KIA PARKING LOT

BUILDING

4 STORY

ST

EP

S

GATEST

EP

S

TOWNHOUSESBRICK

SCAPING

LAND- GRASS

ST

EP

S

ST

EP

S

ST

EP

S

ST

EP

S

GR

AS

SWALLWALL

SCAPING

LAND-

ST

EP

S

ST

EP

S

ST

EP

S

ST

EP

S

STEPS

BRIC

K

BUIL

DIN

G

2

ST

OR

Y

BRICK BUILDING

1 STORY

TP-3

43688

48187

43986

48192

43699

48192

43698

48198

3702

8202

4371148197

4371248200

D.I.

TP-1

FENCE

CHAINLINK

PE

NN

SY

LV

ANIA

AV

EN

UE (S

R 52)

PE

NN

SY

LV

ANIA

AV

EN

UE (S

R 52)



LOTPARKINGHOT-MIX

VER-C

VER-C

VE

R-

C

VER-CVER-C VER-C

10"TC10"TC

10"TC 10"TC 12"TC

12"

TC

12"

TC

15"T

C

10"T

C

10"T

C

CW-

W-8"

CW-W-10"


CW-W-10"

CW-W-8"CW-W-8"

CW-W-10"

JVER-

C

POLE

SIGNAL

STREET

N. CLAYTON

202+00 203+00 204+00 205+00 206+00

MA

TC

HLIN

E 201+

50

IC

2PT

30Unofficial Website Copy

N

PAVEMENT MARKINGS LEGEND

ITEMSYMBOL QUANTITY

PAVEMENT STRIPING (ITEM 748015)

24" SOLID WHITE ALKYD THERMOPLASTIC



1B

1C

2A

2B

2C

2D

19 20

22

9

87

5A

5C

5G

5B

5D

24B

24D

24E

10

1112 15

5E

5F

22

A

B

PLANS

SIGNING AND STRIPING

234 SF

SCALE

FEET

0 20 40 60

3A

3B

3C

3D

3E

4

6

14

13A

13B

13C

13D

13E

13F

13G

16A

16B

17A

17B

17C

18 21

23A

23B

24A

940 SF

1A

D/R P-118-153

PENN PARTNERS L P

TP# 26-020.30-102

202

EXIS

TIN

G

R/

W

5H

24C

23C

INTERSECTION)

MARKINGS. (TYP. THIS

10’ WIDE CROSSWALKNOTE:

INTERSECTION)

MARKINGS. (TYP. THIS

6’ WIDE CROSSWALKNOTE:

TYPICAL SECTIONS

10:4

7:3

2

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.0

1 (Task 1,

Ele

venth St Fin

al Desig

n)\

CA

DD

FIL

ES\ss_

01.d

gn

7/11/2017


TOTAL SHTS.

SHEET NO.

29


CONTRACT

T201320003

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

AMW

JMH

201

203 204

101

102

103 104

105

106

D/R P-118-153

PENN PARTNERS L P

TP# 26-020.30-102

D/R P-118-153

PENN PARTNERS L P

TP# 26-020.30-103

D/R P-118-153

PENN PARTNERS L P

TP# 26-020.30-104

D/

R

L-126-188

RIC

HA

RD

ST

AU

SE

BA

CH

TP

# 26-020.3

0-113

107108

401

D/R 2385-242

BEVERLY R. BOVELL

TP# 26-020.30-106

301

EXISTING R/W


EXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

TCE-1TCE-2

B35-140

HOUSING AUTHORITY"

"DELAWARE STATE

STATE OF DELAWARE

TP# 26-020.30-078

D/R 1866-81


TP# 26-020.30-075

D/R N-98-312


FURIO R. &

TP# 26-020.30-111

INSTR. 20150427 0019182

BRITTANY K. MCDUEL

TP# 26-020.30-225

INSTR. 20120917 0052703

JASON SULECKI

TP# 26-020.30-226

INSTR. 20100607 0028277

& FRANK BAFUNDO


TP# 26-020.30-105

INSTR. 20080813 0055666


CHARLES K. &

TP# 26-020.30-163

INSTR. 20080813 0055666


CHARLES K. &

TP# 26-020.30-110

INS

TR.

200304

21 004

8081

VE

LL

A

GA

LL

AG

HE

R,

H/

W

DA

MIE

N

&

MIC

HE

LE

TP# 26-020.3

0-112

INSTR. 20141205 0054940


TP# 26-020.30-114

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

WE

XIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

EXISTING R/W

INSTR. 20160531 0025605



TP# 26-020.30-232

HOTMIX

SIDEWALK

CONC.

CONC. SIDEWALK

WV

+

WV

WV

WV

WV

WV

WV

+

WV

+

WV

WV

+

WV

+

WV

+

CONC. SIDEWALK


CONC. SIDEWALK

CONC. SIDEWALK

CONC. SIDEWALK

HO

TMIX

HOTMIX

CONC.

CONC.CONC.

DRIV

EW

AY

HO

TMIX

CO

NC.

DRIV

EW

AY

CONC. DRIVEWAY

WALKWAY

BRICK

CO

NC.

SID

EW

AL

K

HOTMIX

N.

CL

AY

TO

N

ST

RE

ET

HO

TMIX


N.

DU

PO

NT

ST

RE

ET

BRICK

CW-W

CW-

W

CW-

W

CW-

W

CW-W

STEPS AP

AR

TM

EN

TS

BRIC

K

STEPS

CONC.WOOD FENCE


BRICK BUILDING

2 STORY

BRICK BUILDING

2 STORY

BRICK WALL

ST

EP

S

ST

EP

S

BRICK BUILDING

2 STORY

GATE

BRICK BUILDING


2 STORY

PARKING LOT

D.I.

D.I.

D.I.D.I.

D.I. D.I.

D.I.D.I.

D.I.

TP-7

4366648128

4367148172

TP-5

4368748139

040

4369348140

4368248161 43673

48178

TP-6

WALL WALL

PCC CURB

PCC CURBPCC CURB

11TH STREET

STONE CURB

CURBSTONE

CURBSTONE

PCC CURB

PCC CURB

ST

ON

E

CU

RB

CU

RB

ST

ON

E

STONE CURB

STONE CURB

ST

ON

E

CU

RB

ST

ON

E

CU

RB

VE

R-

C

VER-C

8"TC

15"

TC

24"TC

24"TC24"TC

24"TC

18"

TC

30"

X20"

TC

10"

TC

15"T

C

12"

TC

24"TC 15

"T

C

15"T

C 15"TC

15"T

C 15"T

C

15"TC

15"TC

15"

TC

15"TC

DP-

G-2

PY


CW-

W-8"

CW-

W-10"



CW-

W-4"

CW-

W-4"

DP-

G-2

PY

DP-

G-12

CI

BRICK

FE

NC

E

101+00 102+00 103+00 104+00 105+00 106+00

200

+00

201+

00

PI 200+00.00

8AM TO 4PM EXCEPT SAT & SUN

N. DUPONT ST

W. 11TH ST

CORNERTO

HEREPARKING

NO

CORNERTO

HEREPARKING

NO

CORNERTO

HEREPARKING

NO

W. 11TH ST

NO

CLEANINGSTREET

PARKINGMON 8AM-10AM

NOV. THRU MAR.EX HOLIDAYS &

STOPSTOP

DART

DELAWARE TRANSIT CORPORATION

1-800-652-DART

7

STOPPINGNO

SIGNSBETWEEN

STOPBUS

ONE

WAY

STOP

STOPONE

WAY

2

PARKINGHOUR

8AM-6PMEXCEPT SUN.

2

PARKINGHOUR

8AM-6PMEXCEPT SUN.

SIGNSBETWEEN

2

PARKINGHOUR

8AM-6PMEXCEPT SUN.

2

PARKINGHOUR

8AM-6PMEXCEPT SUN.

SIGNSBETWEEN

STOPSTOP

2

PARKINGHOUR

8AM-6PMEXCEPT SUN.

ONE

WAY

N. CLAYTON ST

2

PARKINGHOUR

8AM-6PMEXCEPT SUN.

N DuPont St

W 11th St

N DuPont St

W 11th St

STOP

ONE WAY

ONE WAY

ONE WAY

ONE WAY

STOP

DART


1-800-652-DART

7

STOPPINGNO

SIGNSBETWEEN

STOPBUS

ONE WAY

ONE WAY

CORNERTO

HEREPARKING

NO

CORNERTO

HEREPARKING

NO

STOP

STOP

STOPSTOP

A

A

A

A

A

A

B

BB

B

MATCHLINE 201+50

W 11TH ST

2

PARKINGHOUR

8AM-6PMEXCEPT SUN.

2

PARKINGHOUR

8AM-6PMEXCEPT SUN.

N CLAYTON ST

TO 4:00 PM8:00 AM

AND SUNEXCEPT SAT

N CLAYTON ST

W 11TH ST

2

PARKINGHOUR

8AM-6PMEXCEPT SUN.

2

PARKINGHOUR

8AM-6PMEXCEPT SUN.Unofficial

Website Copy

402

D/

R 2385-24

2

BE

VE

RL

Y

R.

BO

VE

LL

TP# 26-020.3

0-106

403

404

405

406

302

303

304

305

306

307

308

309

310

311

312

313

407

314

D/R 1239-115

PENN PARTNERS L P

TP# 26-020.10-208

EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

R/W

EXISTING

EXISTING R/W

EXISTING R/W

W/

R 109529

D/

R

U-50-359

GIL

DA

E.

SZ

EW

CZ

YK

TP# 26-020.3

0-219

W/

R 7

537

7

D/

R

F-66-288

JU

LIA

PA

NA

CCIO

NE

TP# 26-020.3

0-108

D/

R 27

07-132

RIT

A

N.

CA

PP

EL

LE

TP# 26-020.3

0-109

D/R 2780-314


TP# 26-020.30-097

W/

R 080016

D/

R

G-5

4-358

TH

ER

ES

A

R.M.

VA

VA

LA

TP# 26-020.3

0-224

MF-6354

D/R G-104-49


TP# 26-020.30-214

INS

TR.

20060919 0089681

WIL

LIA

M

CO

BB

TP# 26-020.3

0-215

INS

TR.

20120613 003

2889

MA

XW

EL

L

F.

KU

RS

H

TP# 26-020.3

0-216

INS

TR.

20101001 0052337

RE

BE

CC

A

A.

CO

RL

ET

T

TP# 26-020.3

0-217

INS

TR.

2014

0605 0023303

NIC

HO

LA

S

P.

WIL

SO

N

TP# 26-020.3

0-218

INS

TR.

20091103 007

004

9

PE

TE

R

G.

RA

SSIA

S

TP# 26-020.3

0-220

INS

TR.

2013

12

03 007

55

08

DR

AK

E

DW

OR

NIK

TP# 26-020.3

0-221

INS

TR.

2012

1119 0067

724

MA

SE

PR

OP

ER

TIE

S

L.L.C.

TP# 26-020.3

0-222

INS

TR.

20100618 0030665

JO

SE

PH

B.

RE

PE

TTI

TP# 26-020.3

0-223

INS

TR.

2015

04

27

0019182

BRIT

TA

NY

K.

MC

DU

EL

TP# 26-02

0.3

0-225

INS

TR.

20081114

007

47

80

ST

EF

ANIE

MA

TT

EI B

RIE

D,

H/

W

RO

BE

RT

D.

&

TP# 26-020.3

0-107

INS

TR. 2

0100607

002827

7

&

FR

AN

K

BA

FU

ND

O

KE

VIN

MC

LA

UG

HLIN. P

HILIP

TP# 26-020.3

0-105

DEED UNAVAILABLE


TP# 26-020.40-001

TYPICAL SECTIONS

10:5

0:0

8

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.0

1 (Task 1,

Ele

venth St Fin

al Desig

n)\

CA

DD

FIL

ES\ss_

02.d

gn

7/11/2017


TOTAL SHTS.

SHEET NO.

29


CONTRACT

T201320003

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

AMW

JMH

+

WV

WV

+

WV

WV

+

WV

WV

WV

WVWV

WVWV WV

WVWV

CONC. SIDEWALK

CONC. SIDEWALK

HOTMIX

CONC. SIDEWALK

CONC. SIDEWALK

CO

NC. S

IDE

WA

LK

MAILBOX

SIGNAL POLE

SIGNAL POLE


HOTMIX

HO

TMIX

HOTMIX

HO

TMIX

N. CLAYTON STREET

N. CLAYTON STREET

CW-

W

CW-

W

CW-

WC

W-

W

CW-

W

CW-

W

CW-

W

WALLFENCE

TP-2

WALL

POST

D.I.

D.I.

D.I.

CONC. SIDEWALK

CONC. SIDEWALK

KIA PARKING LOT

BUILDING

4 STORY

ST

EP

S

GATEST

EP

S

TOWNHOUSESBRICK

SCAPING

LAND- GRASS

ST

EP

S

ST

EP

S

ST

EP

S

ST

EP

S

GR

AS

SWALLWALL

SCAPING

LAND-

ST

EP

S

ST

EP

S

ST

EP

S

ST

EP

S

STEPS

BRIC

K

BUIL

DIN

G

2

ST

OR

Y

BRICK BUILDING

1 STORY

TP-3

43688

48187

43986

48192

43699

48192

43698

48198

3702

8202

4371148197

4371248200

D.I.

TP-1

FENCE

CHAINLINK

PE

NN

SY

LV

ANIA

AV

EN

UE (S

R 52)

PE

NN

SY

LV

ANIA

AV

EN

UE (S

R 52)



LOTPARKINGHOT-MIX

VER-C

VER-C

VE

R-

C

VER-CVER-C VER-C

10"TC10"TC

10"TC 10"TC 12"TC

12"

TC

12"

TC

15"T

C

10"T

C

10"T

C

CW-

W-8"

CW-W-10"


CW-W-10"

CW-W-8"CW-W-8"

CW-W-10"

JVER-

C

POLE

SIGNAL

STREET

N. CLAYTON

202+00 203+00 204+00 205+00 206+00

NO

CLEANINGSTREET

PARKINGWED 8-10AM


DO

BLOCKNOT

DRIVEWAY

NO

CLEANINGSTREET

PARKINGMON 8AM-10AM


8AM TO 4PM EXCEPT SAT & SUN

NO

CLEANINGSTREET

PARKINGMON 8AM-10AM


NO

CLEANINGSTREET

PARKINGWED 8-10AM


W. 12TH ST

PENNSYLVANIA AVE

2

PARKIN

GH

OU

R

8A

M-6

PMEX

CEPT S

UN.

SIG

NS

BETW

EEN

2

PARKINGHOUR

8AM-6PMEXCEPT SUN.

SIGNSBETWEEN

2

PARKIN

GH

OU

R

8A

M-6

PM

2

PARKINGHOUR

8AM-6PMEXCEPT SUN.

SIGNSBETWEEN

2

PARKINGHOUR

8AM-6PMEXCEPT SUN.

DART


1-800-652-DART

7

STOPPINGNO

SIGNSBETWEEN

STOPBUS

2

PARKINGHOUR

8AM-6PMEXCEPT SUN.

N. CLAYTON ST

STOP

2

PARKINGHOUR

8AM-6PMEXCEPT SUN.

ONE

WAY

N. CLAYTON ST

DART


1-800-652-DART

6 20

ONE

WAY

ONE

WAY

ONE

WAY

DART


1-800-652-DART

6 20

NO

CLEANINGSTREET

PARKINGWED 8-10AM


DO NOT

BLOCK

DRIVEWAY

NO

CLEANINGSTREET

PARKINGWED 8-10AM


MUST

LEFT LANE

TURN LEFT

N

23

PAVEMENT MARKINGS LEGEND

ITEMSYMBOL QUANTITY





30

32

35

44

26B

31A

31B

31C

31D

33C

36A

36B

37B

37A

37C

37D

40A

40B

40C

40D

40E

41B 42A

41C

41D

A

A

A

A

B

B

33B

33A

42B

41A

31E

33D

43A 43B

A

B

PLANS

SIGNING AND STRIPING

26A25A

25B

27

28

29

34

38A

38B

39A

39B

SCALE

FEET

0 20 40 60

660 SF

36C

45

BUILDING

4 STORY

136 SF

4’

CROSSWALK

10’ WIDE

CROSSWALK

10’ WIDE

BCROSSWALK

10’ WIDE

CROSSWALK

6’ WIDE

STOP BAR

REMOVE EXISTING

MA

TC

HLIN

E 201+

50

W 12th St

N Clayton St

Pennsylvania Ave

N Clayton St

ONE

WAY

DART


1-800-652-DART

620

ONE

WAY

ONE

WAY

STOP

2

PARKINGHOUR

8AM-6PMEXCEPT SUN.

2

PARKINGHOUR

8AM-6PMEXCEPT SUN.

N Clayton St

Pennsylvania Ave

W 12th St

N Clayton St

DART


1-800-652-DART

6 20

2

PARKINGHOUR

8AM-6PMEXCEPT SUN.

2

PARKINGHOUR

8AM-6PMEXCEPT SUN.


24

131.00SUBTOTALS 21 29

SIGN SCHEDULE

22 1B STOP 1 REMOVE 1

22 1C NO PARKING HERE TO CORNER 1 REMAIN

22 2A STOP 2 REMOVE 1

22 2B NO STOPPING BUS STOP 2 REMOVE 1

22 2C BUS STOP 2 REMOVE 1

22 2D 8AM TO 4PM EXCEPT SAT AND SUN 2 REMOVE 1

22 3A R6-1L ONE WAY - LEFT 3 36 12 3.00 NEW 1

22 3B R1-1 STOP 3 36 36 9.00 ADD’L 1

22 3C R7-7 NO PARKING BUS STOP 3 12 18 1.50 ADD’L 1

22 3D D4-3-DE BUS STOP 3 12 18 1.50 ADD’L 1

22 3E R8-3hP 8AM TO 4PM EXCEPT SAT AND SUN 3 24 18 3.00 ADD’L 1

22 4 R6-1R ONE WAY - RIGHT 4 36 12 3.00 NEW 1

22 5A D3-1 STREET BLADE - N DUPONT HWY 5 54 12 4.50 NEW 1 N DuPont Hwy

22 5B D3-1 STREET BLADE - N DUPONT HWY 5 54 12 4.50 ADD’L 1 N DuPont Hwy

22 5C D3-1 STREET BLADE - W 11TH ST 5 36 12 3.00 ADD’L 1 W 11th St

22 5D D3-1 STREET BLADE - W 11TH ST 5 36 12 3.00 ADD’L 1 W 11th St

22 5E STREET BLADE - N DUPONT HWY 5 REMOVE 1

22 5F STREET BLADE - W 11TH ST 5 REMOVE 1

22 5G STOP 5 REMOVE 1

22 6 ONE WAY - RIGHT 6 REMOVE 1

22 7 R7-1 NO PARKING HERE TO CORNER 7 12 18 1.50 NEW 1

22 8 NO PARKING HERE TO CORNER 8 REMOVE 1

22 9 R5-7 2 HOUR PARKING EXCEPT SUNDAYS 9 30 24 5.00 NEW 1

22 10 2 HOUR PARKING BETWEEN SIGNS EXCEPT SUNDAYS 10 REMOVE 1



22 13A D3-1 STREET BLADE - N CLAYTON ST 13 54 12 4.50 NEW 1 N Clayton St

22 13B D3-1 STREET BLADE - N CLAYTON ST 13 54 12 4.50 ADD’L 1 N Clayton St

22 13C D3-1 STREET BLADE - W 11TH ST 13 36 12 3.00 ADD’L 1 W 11th St

22 13D D3-1 STREET BLADE - W 11TH ST 13 36 12 3.00 ADD’L 1 W 11th St

22 13E STREET BLADE - N CLAYTON ST 13 REMOVE 1

22 13F STREET BLADE - W 11TH ST 13 REMOVE 1

22 13G ONE WAY - RIGHT 13 REMAIN

22 14 2 HOUR PARKING EXCEPT SUNDAYS 14 REMOVE 1


22 16A STOP 16 REMOVE 1

22 16B ONE WAY - LEFT 16 REMOVE 1


22 17B R6-1R ONE WAY - RIGHT 17 36 12 3.00 ADD’L 1

22 17C R1-1 STOP 17 36 36 9.00 ADD’L 1

22 18 R7-1 NO PARKING HERE TO CORNER 18 12 18 1.50 NEW 1

22 19 NO PARKING HERE TO CORNER 19 REMOVE 1



22 22 2 HOUR PARKING EXCEPT SUNDAYS 22 REMAIN



22 24A R6-1R ONE WAY - RIGHT 24 36 12 3.00 NEW 1


22 24D NO PARKING STREET CLEANING 24 REMAIN

22 24E 2 HOUR PARKING EXCEPT SUNDAYS 24 REMAIN

22 1A R1-1 STOP 1 36 36 9.00 NEW 1

22 5H R1-1 STOP 5 36 36 9.00 NEW 1

22 23C R1-1 STOP 23 36 36 9.00 NEW 1

22 24C R1-1 STOP 24 36 36 9.00 NEW 1

TYPICAL SECTIONS

10:5

1:2

5

AM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.0

1 (Task 1,

Ele

venth St Fin

al Desig

n)\

CA

DD

FIL

ES\ss_

03.d

gn

7/11/2017


TOTAL SHTS.

SHEET NO.

29


CONTRACT

T201320003

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

AMW

JMH

INDICATOR

PLAN

ACTION ACTION

PERMANENT SIGN SCHEDULE

CODE DESCRIPTION REMARKSNO.

SHEET

NO.

ASSEMBLY

(IN.)

WIDTH

SIGN

(IN.)

HEIGHT

SIGN

(SF)

AREA

SIGNSINGLE POST (EA)

ITEM 749687

MULTI POST (SF)

ITEM 749690

0-6" (EACH)

4" HOLE,

ITEM 749688

>6" (EACH)

4" HOLE,

ITEM 749689

REMOVE INSTALL REMOVE INSTALL


25

219.00TOTALS 38 50

88.00SUBTOTALS 17 21

SIGN SCHEDULE

23 25A R5-7 2 HOUR PARKING EXCEPT SUNDAYS 25 30 24 5.00 NEW 1

23 25B NO PARKING STREET CLEANING 25 ADD’L 1

23 26A 2 HOUR PARKING BETWEEN SIGNS EXCEPT SUNDAYS 26 REMOVE 1

23 26B NO PARKING STREET CLEANING 26 REMOVE 1



23 29 R10-7-DE DO NOT BLOCK DRIVEWAY 29 24 30 5.00 NEW 1

23 30 DO NOT BLOCK DRIVEWAY 30 REMOVE 1

23 31A D3-1 STREET BLADE - W 12TH ST 31 42 12 3.50 NEW 1 W 12th St

23 31B D3-1 STREET BLADE - W 12TH ST 31 42 12 3.50 ADD’L 1 W 12th St

23 31C D3-1 STREET BLADE - N CLAYTON ST 31 54 12 4.50 ADD’L 1 N Clayton St

23 31D D3-1 STREET BLADE - N CLAYTON ST 31 54 12 4.50 ADD’L 1 N Clayton St

23 31E R1-1 STOP 31 36 36 9.00 ADD’L 1

23 32 STOP 32 REMOVE 1

23 33A STREET BLADE - W 12TH ST 33 REMOVE 1

23 33B STREET BLADE - N CLAYTON ST 33 REMOVE 1

23 33C R6-2R ONE WAY - RIGHT 33 24 30 5.00 NEW 1

23 33D NO PARKING STREET CLEANING 33 REMAIN



23 36A D4-3-DE BUS STOP 36 12 18 1.50 NEW 1

23 36B R6-2L ONE WAY - LEFT 36 24 30 5.00 ADD’L 1

23 36C R6-2R ONE WAY - RIGHT 36 24 30 5.00 ADD’L 1

23 37A ONE WAY - LEFT 37 REMOVE 1

23 37B ONE WAY - RIGHT 37 REMOVE 1

23 37C ONE WAY - RIGHT 37 REMOVE 1

23 37D BUS STOP 37 REMOVE 1

23 38A R5-7 2 HOUR PARKING EXCEPT SUNDAYS 38 30 24 5.00 NEW 1

23 38B NO PARKING STREET CLEANING 38 ADD’L 1

23 39A 2 HOUR PARKING EXCEPT SUNDAYS 39 REMOVE 1

23 39B NO PARKING STREET CLEANING 39 REMOVE 1

23 40A NO PARKING STREET CLEANING 40 REMAIN

23 40B 2 HOUR PARKING EXCEPT SUNDAYS 40 REMAIN

23 40C NO STOPPING BUS STOP 40 REMAIN

23 40D BUS STOP 40 REMAIN

23 40E 8AM TO 4PM EXCEPT SAT AND SUN 40 REMAIN

23 41A D3-1 STREET BLADE - PENNSYLVANIA AVE 41 66 12 5.50 NEW 1 Pennsylvania Ave

23 41B D3-1 STREET BLADE - PENNSYLVANIA AVE 41 66 12 5.50 ADD’L 1 Pennsylvania Ave

23 41C D3-1 STREET BLADE - N CLAYTON ST 41 54 12 4.50 ADD’L 1 N Clayton St

23 41D D3-1 STREET BLADE - N CLAYTON ST 41 54 12 4.50 ADD’L 1 N Clayton St

23 42A STREET BLADE - PENNSYLVANIA AVE 42 REMOVE 1

23 42B STREET BLADE - N CLAYTON ST 42 REMOVE 1

23 43B D4-3-DE BUS STOP 43 12 18 1.50 NEW 1

23 44 ONE WAY - LEFT 44 REMAIN

23 43A BUS STOP 43 REMOVE 1

23 45 LEFT LANE MUST TURN LEFT 45 REMAIN

TYPICAL SECTIONS

10:5

3:0

7

AM

G:\

PR

OJE

CT

S\

15

5002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.0

1 (Task 1,

Ele

venth St Fin

al Desig

n)\

CA

DD

FIL

ES\ss_

04.d

gn

7/11/2

017


TOTAL SHTS.

SHEET NO.

29


CONTRACT

T201320003

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

AMW

JMH

INDICATOR

PLAN

ACTION ACTION

PERMANENT SIGN SCHEDULE

CODE DESCRIPTION REMARKSNO.

SHEET

NO.

ASSEMBLY

(IN.)

WIDTH

SIGN

(IN.)

HEIGHT

SIGN

(SF)

AREA

SIGNSINGLE POST (EA)

ITEM 749687

MULTI POST (SF)

ITEM 749690

0-6" (EACH)

4" HOLE,

ITEM 749688

>6" (EACH)

4" HOLE,

ITEM 749689

REMOVE INSTALL REMOVE INSTALL


313

MF-6354

D/R G-104-49


TP# 26-020.30-214

204+00 205+00 206+00

SHEET NO.

CHECKED BY:

PERMIT NO.CONTRACT

COUNTY

DATE:APPROVED TRAFFIC ENGINEERDATE:RECOMMENDEDDATE:RECOMMENDEDDATE:RECOMMENDED


DATE:CHIEF TRAFFIC ENGINEER

APPROVED FOR INSTALLATION

12:0

3:5

6

PM

G:\

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DESIGNED BY:

SCALE

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SIGNAL PHASING

SIGNAL HEAD DIAGRAM

P

XX

R/W

P

ADDENDUM / REVISIONS

ABANDON

(TYPE OF CABINET)

EXISTING CABINET IDENTIFIER

(TYPE OF CABINET)

PROPOSED CABINET IDENTIFIER

(# OF CONDUIT RUN)

EXISTING CONDUIT RUN IDENTIFIER

(# OF CONDUIT RUN)

PROPOSED CONDUIT RUN IDENTIFIER

(TYPE OF JUNCTION WELL)

EXISTING JUNCTION WELL IDENTIFIER

(TYPE OF JUNCTION WELL)

PROPOSED JUNCTION WELL IDENTIFIER

(# OF MAST ARM)

EXISTING MAST ARM IDENTIFIER

(# OF MAST ARM)

PROPOSED MAST ARM IDENTIFIER

(# OF OVERHEAD RUN)

EXISTING OVERHEAD RUN IDENTIFIER

(# OF OVERHEAD RUN)

PROPOSED OVERHEAD RUN IDENTIFIER

(TYPE OF POLE BASE)

EXISTING POLE BASE IDENTIFIER

(TYPE OF POLE BASE)

PROPOSED POLE BASE IDENTIFIER

(# OF POLE)

EXISTING POLE IDENTIFIER

(# OF POLE)

PROPOSED POLE IDENTIFIER

REMOVE BY CONTRACTOR

REMOVE BY OTHERS

REMOVE BY TRAFFIC CONTRACTOR

EXISTING SYMBOL PROPOSED SYMBOL

LOOP DETECTOR, TYPE 2

LUMINAIRE

MAST ARM

MICROWAVE DETECTION

OPTICOM RECEIVER

OVERHEAD SIGNING

PEDESTRIAN POLE/BASE

PEDESTRIAN PUSHBUTTON

PEDESTRIAN SIGNAL HEAD

RIGHT-OF-WAY

SERVICE PEDESTAL

SIGNAL CABINET

SIGNAL HEAD

SIGNAL POLE/BASE

SPAN INSULATOR

SPAN WIRE

UTILITY POLE

VIDEO DETECTION

LEGEND

GENERAL SIGNAL NOTES

MA

JW

CO

CA

OH

PB

PL

RM

RM

TC

O

C

X

X

#

X

#

X

XX

XX

X

#

X

#

X

X

MA

JW

CO

CA

OH

PB

PL

RM

AB

10 20 30

29

---

LOOP DETECTOR, TYPE 1

JUNCTION WELL

NEW CASTLE& N. CLAYTON ST.

SR 52 (PENNSYLVANIA AVE.)

SIGNAL PLAN

THE CONTRACTOR SHALL NOTIFY DELDOT IMMEDIATELY BEFORE CONSTRUCTION.IF THE CONTRACTOR PERCEIVES THAT A CONFLICT BETWEEN UTILITIES AND THE TRAFFIC SIGNAL WILL OCCUR,APPROPRIATE UTILITY ENTITY PRIOR TO THE BEGINNING OF CONSTRUCTION FOR THE UTILITY MARKOUTS.BE COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY, AND/OR THE ALL UNDERGROUND AND OVERHEAD UTILITIES SHOWN ON THESE PLANS ARE SCHEMATIC ONLY AND MAY NOT5.

WITH APPROVED COUPLINGS. SET, BOLTED AND COMPRESSION FITTINGS ARE NOT ACCEPTABLE.ALL GALVANIZED CONDUIT (GRC) SHALL BE REAMED AND THREADED. ALL GRC SHALL BE THREADED TOGETHER4.

BRACKETS NOT LESS THAT 7 FEET OR MORE THAN 10 FEET ABOVE SIDEWALK LEVEL.OF THE SIGNAL HOUSING INCLUDING PEDESTRIAN SIGNAL HEADS SHALL BE MOUNTED WITH THE BOTTOM3.

CONDUIT IS TO BE ABANDONED.SECTIONS 201 AND 202 OF THE STANDARD SPECIFICATIONS OR AS DIRECTED BY ENGINEER. EXISTING POLE BASES, CABINET BASE AND CONDUIT JUNCTION WELLS ARE TO BE REMOVED IN ACCORDANCE WITH 2.

OR DELDOT TRAFFIC-DOVER, DELAWARE AS DIRECTED.ALL SIGNAL EQUIPMENT REMOVED FROM THIS PROJECT IS TO BE RETURNED TO CITY OF WILMINGTON1.

TOTAL SHTS.MSK (CEI)

BAM (CEI)

T20132000311TH STREETSTREETSCAPE IMPROVEMENTS

++

+

WV

CO

NC. S

IDE

WA

LK

MAILBOX

SIGNAL POLE

SIGNAL POLE

SIGNAL CABINETUTILITY BOX

HOTMIX

HO

TMIX

HOTMIX

HO

TMIX

N. CLAYTON STREET

POST

D.I.

D.I.

D.I.

CONC. SIDEWALK

CONC. SIDEWALK

BUILDING

4 STORY

43699

48192

43698

48198

3702

8202

4371148197

4371248200

TP-1

PE

NN

SY

LV

ANIA

AV

EN

UE (S

R 52)

STONE CURB PCC CURB

PCC CURB

VER-C

VER-C

VE

R-

C

VER-CVER-C

10"TC10"TC

12"TC

12"

TC

12"

TC

15"T

C

10"T

C

10"T

C

CW-

W-8"

DP-G-4PYDP-G-2PY

CW-W-10"

JXX

XX

XX

XXXX

XX

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R-

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POLE

SIGNAL

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N. CLAYTON

N

EXIS

TIN

G

R/

W

PE

NN

SY

LV

ANIA

AV

EN

UE (S

R 52)

314

TP# 26-020.40-001


POLE SCHEDULE

POLE # POLE TYPE HEIGHT MATERIAL

407

D/R 1239-115

TP# 26-020.10-208

PENN PARTNERS L PKIA PARKING LOT

2 5

3

PE

D 2

PE

D 6

PED 3

2 3

65

ADDITIONAL SIGNAL NOTES

X-DENOTES EXISTING

LEGEND

EXIS

TIN

G

R/

W

EXISTING R/W

EXISTING R/W

6

1,2,3,4,5,6

NEMA PHASING

PHASING NOTES

2. PHASES ASSOCIATED BY A DASHED LINE WILL OPERATE CONCURRENTLY.

1. PHASES ASSOCIATED BY A SOLID LINE WILL NOT OPERATE CONCURRENTLY.

1

PE

NN

SY

LV

ANIA

AV

EN

UE (S

R 52)

N. CLAYTON STREET

26

34

5

6

P

CA

STRAIN 28’ STEELX4




A- AERIAL0- OPEN CUTT- TRENCHB- BORE

X- DENOTES EXISTING

LEGEND

CONDUIT RUN SCHEDULE# OF

CONDUITSSIZE AMOUNT AND TYPE OF CABLE/ WIRECO# B/ T/ O/ ALENGTHTYPE

X1 2.5" GALV 12’ - EXISTING SIGNAL CABLES NEW (2)5/#141

XOH2 - SPAN 80’ A EXISTING SIGNAL CABLES NEW (1)5/#14-



RM

C 1

JW

1

JW RM

C

EXIS

TIN

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R/

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EXIS

TIN

G

R/

W

EXISTING R/W

EXISTING R/W

PROPOSED LIGHT POLE

12

5

6

OH

4

PL

3

PL

2

OH

2

PL

1

CO

1

OH

3

PL

4

876

76

7

7

6

7

8

CROSSWALK6’ WIDE

CROSSWALK10’ WIDE

CROSSWALK10’ WIDE

CROSSWALK10’ WIDE

STOP BARREMOVE EXISTING

ALLOW SIGNAL CABLE CONNECTION DOWN STRAIN POLE TO PROPOSED COUNTDOWN PEDESTRIAN SIGNAL HEAD.DELDOT TRAFFIC CONTRACTOR SHALL INSTALL A PROPOSED WEATHERHEAD ON EXISTING STRAIN POLE (PL#3) TO

ALL PEDESTRIAN SIGNAL HEADS SHALL BE SET TO PRE-TIMED CONTROL.

PROPOSED PEDESTRIAN SIGNAL HEADS SHALL BE COUNTDOWN TYPE.


N

28SCALE

FEET

0 20 40 60

RIGHT-OF-WAY PLANS

TCE

6000

6001

6003

6002

ENLARGED DETAIL BELOW.

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402

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TP# 26-020.3

0-106

403

404

405

406

302

303

304

305

306

307

308

309

310

311

312

313

407

314

D/R 1239-115

PENN PARTNERS L P

TP# 26-020.10-208

EXISTING R/W

EXISTING R/W

EXIS

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0-109

D/R 2780-314


TP# 26-020.30-097

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TP# 26-020.3

0-224

MF-6354

D/R G-104-49


TP# 26-020.30-214

INS

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20060919 0089681

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20101001 0052337

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UG

HLIN. P

HILIP

TP# 26-020.3

0-105

DEED UNAVAILABLE


TP# 26-020.40-001

TYPICAL SECTIONS

4:1

3:2

6

PM

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

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15

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CA

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RW

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7/11/2017


TOTAL SHTS.

SHEET NO.

29


CONTRACT

T201320003

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

AMW

JMH

+

WV

WV

+

WV

WV

+

WV

WV

WV

WVWV

WVWV WV

WVWV

CONC. SIDEWALK

CONC. SIDEWALK

HOTMIX

CONC. SIDEWALK

CONC. SIDEWALK

CO

NC. S

IDE

WA

LK

MAILBOX

SIGNAL POLE

SIGNAL POLE


HOTMIX

HO

TMIX

HOTMIX

HO

TMIX

N. CLAYTON STREET

N. CLAYTON STREET

CW-

W

CW-

W

CW-

WC

W-

W

CW-

W

CW-

W

CW-

W

WALLFENCE

TP-2

WALL

POST

D.I.

D.I.

D.I.

CONC. SIDEWALK

CONC. SIDEWALK

KIA PARKING LOT

BUILDING

4 STORY

ST

EP

S

GATEST

EP

S

TOWNHOUSESBRICK

SCAPING

LAND- GRASS

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S

ST

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2

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BRICK BUILDING

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TP-3

43688

48187

43986

48192

43699

48192

43698

48198

3702

8202

4371148197

4371248200

D.I.

TP-1

FENCE

CHAINLINK

PE

NN

SY

LV

ANIA

AV

EN

UE (S

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PE

NN

SY

LV

ANIA

AV

EN

UE (S

R 52)



LOTPARKINGHOT-MIX

VER-C

VER-C

VE

R-

C

VER-CVER-C VER-C

10"TC10"TC

10"TC 10"TC 12"TC

12"

TC

12"

TC

15"T

C

10"T

C

10"T

C

CW-

W-8"

CW-W-10"


CW-W-10"

CW-W-8"CW-W-8"

CW-W-10"

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POLE

SIGNAL

STREET

N. CLAYTON

202+00 203+00 204+00 205+00 206+00

204+00

++

HOTMIX

HO

TMIX

D.I.

43699

48192PCC CURB

10"TC10"TC

12"

TC

15"T

C

DP-G-2PY

STREET

N. CLAYTON

30’

30’

EXISTING R/W

MA

TC

HLIN

E 201+

50 Unofficial

Website Copy

29

TP#26-020.30-097 (406) 1600 WINNER ASSOCIATES LLC D.R. 2780 314 0.400

6000 600 204+19.57 -30.00 638918.6043 614858.2515 N 62°02’31.68" W 5.00

6001 600 204+19.59 -35.00 638920.9485 614853.8350 N 27°45’40.03" E 6.00

6002 600 204+25.59 -35.00 638926.2603 614856.6311 S 62°02’31.68" E 5.00

6003 600 204+25.57 -30.00 638923.9162 614861.0476 S 27°45’40.03" W 6.00

6000 600 204+19.57 -30.00 638918.6043 614858.2515

FIGURE 610 AREA = 30.0142 SQ. FT. (0.0007 ACRES)

600 - N. CLAYTON STREET

TP#26-020.30-097 (406) 1600 WINNER ASSOCIATES LLC D.R. 2780 314 D - 0.40 30.0142 / 0.00 17424.00 / 0.40

ASSESSMENT NUMBER

PT. NO. STATION NORTH EASTALIGN. NO. BEARING DISTANCE CHORD BEARING CHORD LENGTH ARC LENGTH

ALIGNMENT NUMBER & DESCRIPTION:

OWNERSHIP OF RECORD TITLE SOURCE PARCEL AREA (ACRES)

OFFSET * RADIUS **

TYPE OF ACQUISITION

NUMBERSHEETPLAN

OWNERSHIP OF RECORD TITLE SOURCE

AREA TO BE ACQUIRED

A=ASSESMENT C=CALCULATED

D=DEED

(ACRE)BEFORE ACQUISITION

PROPERTY AREA

(SQ. FEET / ACRES)EXISTING RIGHT OF WAY

AREA OCCUPIED BY

(SQ. FEET / ACRES)ACQUISITION

EASEMENT

(SQ. FEET / ACRES)PERMANENT

(SQ. FEET / ACRES)TEMPORARY (SQ. FEET / ACRES)

REMAININGPROPERTY AREA

ACQUISTITIONOF

DEED RECORDREMARKS

PARCEL NUMBERCOUNTY ASSESSMENT

P/ E, TCEFEE, R/ W,

CODEACQUISITION

TP#26-020.30-105 (401) KEVIN MCLAUGHLIN, PHILIP & FRANK BAFUNDO D - 0.08

TCE-2

TCE-1

3484.80 / 0.0827.3758 / 0.00

TP#26-020.30-105 (401) KEVIN MCLAUGHLIN, PHILIP & FRANK BAFUNDO TCE-2 0.080

5008 500 104+52.24 -24.50 638689.2944 614661.0653 N 27°56’32.32" E 2.90

5009 500 104+52.24 -27.40 638691.8563 614662.4242 S 62°03’31.82" E 9.44

5010 500 104+61.68 -27.40 638687.4331 614670.7637 S 27°56’32.32" W 2.90

5011 500 104+61.68 -24.50 638684.8711 614669.4048 N 62°03’31.82" W 9.44

5008 500 104+52.24 -24.50 638689.2944 614661.0653


500 - 11TH STREET

ASSESSMENT NUMBER




OFFSET * RADIUS **

TYPE OF ACQUISITION

27

27

28

INSTR. 20100607 0028277

INSTR. 20100607 0028277

AND TABULATION SHEETRIGHT-OF-WAY DATA

TP#26-020.30-111 (105) FURIO R. & LORRAINE A. CASALE, H/W D.R. N-98-312 D - 0.11 4791.60 / 0.11

TP#26-020.30-111 (105) FURIO R. & LORRAINE A. CASALE, H/W D.R. N-98-312 0.110

ASSESSMENT NUMBER




OFFSET * RADIUS **

TYPE OF ACQUISITION

5000 500 103+70.39 24.50 638684.3595 614565.7948 S 62°03’31.82" E 10.93

5001 500 103+81.32 24.50 638679.2375 614575.4518 S 26°41’07.82" W 11.00

5002 500 103+81.56 35.50 638669.4068 614570.5106 S 53°37’17.15" E 0.62

7000 500 103+82.17 35.59 638669.0392 614571.0096 S 12°24’37.62" W 13.84

7001 500 103+85.88 48.93 638655.5181 614568.0342 N 63°34’18.39" W 23.98

7002 500 103+61.90 49.56 638666.1932 614546.5559 N 32°41’16.76" E 9.02

7003 500 103+62.65 40.57 638673.7852 614551.4276 N 75°27’20.92" E 4.12

7004 500 103+65.69 37.79 638674.8197 614555.4150 S 39°53’44.66" E 1.01

7005 500 103+66.63 38.17 638674.0415 614556.0655 N 76°39’05.58" E 4.76

5003 500 103+70.20 35.03 638675.1405 614560.6971 N 28°56’26.40" E 10.53

5000 500 103+70.39 24.50 638684.3595 614565.7948


500 - 11TH STREET

402.5243 / 0.01

TP#26-020.30-105 (401) KEVIN MCLAUGHLIN, PHILIP & FRANK BAFUNDO TCE-1 D.R. 20100607 0028277 0.080

5004 500 103+87.92 -24.50 638719.4324 614604.2431 N 27°46’35.53" E 22.74

5005 500 103+87.85 -47.24 638739.5560 614614.8425 S 62°03’31.82" E 5.33

8000 500 103+93.19 -47.24 638737.0580 614619.5522 S 27°56’28.18" W 15.74

8001 500 103+93.19 -31.50 638723.1491 614612.1750 S 62°03’31.82" E 20.72

5006 500 104+13.91 -31.50 638713.4385 614630.4834 S 27°56’08.24" W 7.00

5007 500 104+13.91 -24.50 638707.2541 614627.2040 N 62°03’31.82" W 25.99

5004 500 103+87.92 -24.50 638719.4324 614604.2431


500 - 11TH STREET

ASSESSMENT NUMBER




OFFSET * RADIUS **

TYPE OF ACQUISITION

265.5813 / 0.01

TCE

TCE

TCE

TCE

" - " CURVE TURNS TO THE LEFT**" - " OFFSET IS LEFT OF BASELINE*

TEMPORARY CONSTRUCTION EASEMENTTCEPERMANENT EASEMENTP/EAREA OCCUPIED BY EXISTING R/WR/WAREA OF ACQUISITIONFEE

R/ W - AREA OCCUPIED BY EXISTING R/ WFEE - ACQUISITION

TCE - TEMPORARY EASEMENTP/ E - PERMANENT EASEMENT

ACQUISITION CODES

LEGEND

TYPICAL SECTIONS

11:0

0:1

1 A

M

G:\

PR

OJE

CT

S\

155002.0

0 (DelD

OT

Ag

mt.

17

30

TA

P)\

15

5002.0

1 (Task 1,

Ele

venth St Fin

al Desig

n)\

CA

DD

FIL

ES\

RW

_03.d

gn

7/11/2017


TOTAL SHTS.

SHEET NO.

29


CONTRACT

T201320003

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

AMW

JMH


unofficial website copy - delawaregssdocs.deldot.delaware.gov/bids/t201320003 - plans.pdf ·...

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