unofficial website copygssdocs.deldot.delaware.gov/bids/t200820013webplans.pdf · poe 103+75.00 pob...

UNOFFICIAL WEBSITE COPY

TOTAL SHTS.

SHEET NO.

DELAWAREDEPARTMENT OF TRANSPORTATION

CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.ADDENDUMS / REVISIONS

N:\

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T.A.O.

RODNEY SQUAREBEAUTIFICATION, PHASE 1

42

T200820013

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9

PLAN SHEET INDEX

10T

H S

TR

EE

T

KING STREET

MARKET STREET

N

TOTAL SHTS.

SHEET NO.


CONTRACT

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CHECKED BY:


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T.A.O.

RODNEY SQUARE

SCALE

FEET

0 40 80 120

POB 100+00.00

POE 103+75.00

POB 200+00.00 KING STREET =

STA. 103+26.23 10TH STREET

10

0+

00

101+

00

10

2+

00

10

3+

00

200+00 201+00

S62^03’0

0.1

2"E

103+

75

202+00

N27^48’32.63"E

203+00 203+80

PO

E 2

03+

79.6

8

2

IS-01

11T

H S

TR

EE

T

PROFILES

DETOUR PLAN

LANDSCAPING PLAN

LIGHTING PLAN

CONSTRUCTION PLAN

CONSTRUCTION PHASING,

M.O.T. AND E&S PLAN

9

PLAN SHEET INDEX CROSS REFERENCE

10

11-12

19-24

25-28

39

SIGNING, STRIPING

AND CONDUIT PLAN

29

GRADING PLAN 13

40

41RIGHT OF WAY PLAN

T200820013

32-34

RODNEY SQUARE

GRADES AND GEOMETRICS

UTILITY PLAN

BEAUTIFICATION, PHASE 1


NOT TO SCALE LEGEND3

BFS

CZ

HC

LOC

A

C

A

O

DND

RL

C

RL

O

RM

C

RM

O

C

O

BIOFILTRATION SWALE

HORIZONTAL CLEARANCE

P.C.C. SIDEWALK @ 4"

P.C.C. SIDEWALK @ 6"

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

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

FLARED END SECTION

CONCRETE SAFETY BARRIER

MONUMENT - RIGHT-OF-WAY

CONDUIT JUNCTION WELL

PAVEMENT MARKINGS

PAVEMENT STRIPING

PROPOSED R/W & DENIAL OF ACCESS

TEMPORARY CONSTRUCTION EASEMENT

UD

P

M

MH

JB

GR

FS

FES

DI

CR

CMH

CJB

C

B

CR-N WITHOUT SIDEWALK SURFACE

DETECTABLE WARNING SYSTEMCURB, TYPE 1 & TYPE 3

LUMINAIRE

ITMS-CON

SIG-CON SIGNAL CONDUIT

ITMS CONDUIT

TRAFFIC SIGN

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.

PROPERTY MARKER - CONCRETE MON.

100+00

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

BOLLARD - STEEL POLE

BOLLARD - WOOD POST

FENCEF

FILL WITH FLOWABLE FILLFF

C

UDO

CONSTRUCTION SAFETY FENCECSF

CONSTRUCTION SAFETY FENCECSF

ED ENERGY DISSIPATOR

GUARDRAIL END ANCHORAGE

PAVEMENT REMOVAL - TOPSOIL, SEED AND MULCH

EXISTING SYMBOLS PROPOSED SYMBOLS

CW-S

CW-W

DP-G

DP-E

ATT-C

EX-SIG DELDOT SIGNAL CONDUIT - EXISTING

MCI COMMUNICATIONSMCI-C

CW-E

BENCH

CITY OF WILMINGTON - SEWER

CITY OF WILMINGTON - WATER

CITY OF WILMINGTON - ELECTRIC

DELMARVA POWER - ELECTRIC

DELMARVA POWER - GAS

VERIZONVER-C

AT&T

POROUS PCC SIDEWALK - 6"

EXISTING BENCH

PROPOSED / RELOCATED BENCH

DRAINAGE SURVEY CONTROL & MONUMENTATION

UTILITY

MANMADE ROADSIDE FEATURES

NATURAL ROADSIDE FEATURES

RIGHT-OF-WAY SYMBOLS

UTILITY COMPANY FACILITIES

CONSTRUCTION IDENTIFIERS

RIGHT-OF-WAY SYMBOLS

TRAFFIC

PAVEMENT SECTION(S)

MISCELLANEOUS

EXISTING TRASH CAN

POLE BASE W/DECORATIVE LIGHT FIXTURE

JWJUNCTION WELL - SPECIAL

SP

STONE CURB

2" WMA, SUPERPAVE, TYPE C, PATCHING

3" WMA, SUPERPAVE, TYPE B, PATCHING

4" WMA, SUPERPAVE, BCBC, PATCHING

8" GABC, TYPE B, PATCHING

TOTAL SHTS.

SHEET NO.


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CHECKED BY:


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PN-02

NOTES

PROJECT NOTES

21. THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL EXISTING CONDITIONS, LAYOUT DIMENSIONS AND CLEARANCES THAT

ARE SHOWN ON THE DRAWINGS PRIOR TO ANY CONSTRUCTION WORK. THE COST OF THIS WORK SHALL BE INCIDENTAL TO

ITEM 763501 - CONSTRUCTION ENGINEERING.

22. THE CONTRACTOR SHALL MARK THEIR NAME IN THE SIDEWALK. EITHER BY STAMPING OR BY IN LAYING AN APPROVED

METAL PLATE. THE STAMPED LETTERS SHALL BE ONE AND ONE QUARTER INCH DEPTH. IF A METAL PLATE IS USED, THE TOP

PLATE SHALL BE FLUSH WITH THE TOP OF THE SIDEWALK. THE CONTRACTORS NAME SHALL BE PLACED AT EACH END OF

THE FINISHED SIDEWALK UP TO 100 FEET IN LENGTH. BEYOND THE 100 FEET LENGTH, THE CONTRACTOR’S NAME SHALL BE

PLACED AT THE ENDS OF THE FINISHED SIDEWALK AND MIDDISTANT BETWEEN THE ENDS IN ACCORDANCE WITH THE

WILMINGTON CODE OF ORDINANCES.

23. ALL EXISTING SECURITY EQUIPMENT OPERATED BY THE CITY AND DOWNTOWN VISIONS SHALL REMAIN IN OPERATION DURING

ALL PHASES OF CONSTRUCTION. IF INTERRUPTION OF SERVICES IS ANTICIPATED, THE CONTRACTOR MUST COORDINATE WITH

DOWNTOWN VISIONS A MINIMUM OF 48 HOURS PRIOR TO DISTURBANCE, CONTACT MICHAEL MAGGITTI,DIRECTOR OF SAFETY,

DOWNTOWN VISIONS, 302-425.5371.

24. THERE ARE NO ENVIRONMENTAL PERMITS ASSOCIATED WITH THIS PROJECT. AS SUCH, AN ENVIRONMENTAL COMPLIANCE SHEET

WAS NOT PREPARED.

25. THE CONTRACTOR WILL BE REQUIRED TO COORDINATE HIS WORK WITH ANY CONSTRUCTION ACTIVITY BY UTILITY COMPANIES,

OR ADJACENT CONSTRUCTION CONTRACTS.

19. PRIOR TO THE CONSTRUCTION OF THE PROJECT AND WITHIN 20 DAYS OF EXECUTION OF THE CONTRACT, A VIDEO SHALL BE

TAKEN OF THE SITE BY THE CONTRACTOR AND COPY (DVD) GIVEN TO THE DELDOT PROJECT ENGINEER. THE VIDEO SHALL

CLEARLY SHOW THE PRECONSTRUCTION CONDITIONS OF THE WORKSITE AND ADJOINING AREAS. AS PART OF THAT EFFORT, THE

CONTRACTOR MAY ALSO UNDERTAKE FIELD MEASUREMENTS AND RECORD EXISTING CONDITIONS FOR DESIGN DETAILS AND ANY

CONTRASTING SPECIFICATIONS. IF UNFORSEEN DAMAGE OCCURS TO ANY ABOVE ELEMENTS REPRESENTING THE RODNEY SQUARE

HISTORIC DISTRICT, AS A DIRECT RESULT OF THE UNDERTAKING, DELDOT’S ENVIRONMENTAL STUDIES PERSONNEL WILL BE

CONTACTED PRIOR TO IMPLEMENTATION TO ENSURE THAT PROPOSED REPAIRS WILL MEET THE SECRETARY OF THE INTERIOR

STANDARDS FOR REHABILITATION AND/OR TREATMENT OF HISTORIC PROPERTIES. ANY REPAIR MEASURES WILL AVOID AND

MINIMIZE POTENTIAL ADVERSE EFFECTS AS DETERMINED BY DELDOT, SHPO, AND FHWA. THE CITY’S PRESERVATION PLANNER

WILL BE CONSULTED FOR INPUT AS WELL. THE VIDEO WILL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. THE COST OF

THE VIDEO SHALL BE INCIDENTAL TO ITEM 763501 - CONSTRUCTION ENGINEERING.

20. THE CONTRACTOR MUST BE AWARE THAT THE PROJECT TAKES PLACE WITHIN THE RODNEY SQUARE HISTORIC DISTRICT

(N05263). AS SUCH, NO FURTHER WORK SHOULD BE UNDERTAKEN OTHER THEN THE NECESSARY PLANS AND SCOPE, AS

INDICATED. ANY PLAN MODIFICATION SIGNIFICANT IN NATURE OR NEW INFORMATION NOT INITIALLY KNOWN THAT ALTERS PLANS

AND DESIGNS WILL BE COORDINATED WITH DISTRICT ENGINEER AND THE ENVIRONMENTAL STUDIES OFFICE (MICHAEL HAHN

302-760-2131; [email protected]). IF NECESSARY, THEY WILL COORDINATE WITH THE DELAWARE STATE HISTORIC

PRESERVATION OFFICE (SHPO), FEDERAL HIGHWAY ADMINISTRATION (FHWA), OR ANY OTHER INTERESTED PARTY SUCH AS THE

CITY OF WILMINGTON BEFORE ANY ACTION IS IMPLEMENTED. PROPOSED OR NECESSARY MODIFICATIONS AND CHANGES WILL BE

REVIEWED TO ENSURE PROPER TREATMENT AND CONSIDERATIONS TO HISTORIC PROPERTIES, PER SHPO, FHWA THE PROPERTY

OWNER(S), AND THE CONTRACTOR’S DIALOGUE.

26. TO PROVIDE A CLEAN JOINT AT THE LOCATION WHERE THE PROPOSED PCC SIDEWALK MEETS THE EXISTING ASPHALT PAVERS,

THE CONRACTOR SHALL REMOVE AND RESET THE EXISTING ASPHALT PAVER AS DIRECTED BY THE ENGINEER. ALL WORK

ASSOCIATED WITH REMOVING AND RESETTING THE ASPHALT PAVERS TO INSTALL THE PCC SIDEWALK FORMS WILL BE INCIDENTAL

TO ITEM 705002 - PCC SIDEWALK, 6". ANY DAMAGE TO THE EXISTING PAVERS AS A RESULT OF THIS WORK WILL BE THE

RESPONSBILITY OF THE CONTRACTOR. ALL DAMAGED PAVERS SHALL BE REPLACED IN-KIND AT THE CONTRACTOR’S EXPENSE.

27. THE INTENT OF THE T.C.E. WITHIN THE INTERIOR PERIMETER OF THE SQUARE IS TO PROVIDE THE CONTRACTOR ACCESS FOR

ELECTRICAL IMPROVEMENTS ONLY. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR SHALL USE THIS AREA FOR ANY

OTHER USE OR FOR STORAGE AND STAGING ACTIVITIES.

MISCELLANEOUS

16. THE CONTRACTOR SHALL CONTACT MICHAEL ELLER, THE CHIEF OF SCHEDULING FOR DART FIRST STATE, 14 DAYS PRIOR TO

THE START OF CONSTRUCTION AT 302-576-6061.

17. THE CONTRACTOR MUST CONTACT THE DELAWARE TRANSIT CORPORATION’S (DTC) DEVELOPMENT SECTION, DAVID DOOLEY,

(302) 576-6064 AND THE FACILITIES COORDINATOR, VINCENT DAMIANI,(302) 576-6094 A MINIMUM OF THREE WEEKS PRIOR TO

ANY BUS STOP CLOSURES. ANY NON ACCESSIBLE BUS STOPS THAT MUST BE CLOSED TO FACILITATE CONSTRUCTION MUST

HAVE A "BUS STOP CLOSED/RELOCATED NOTICE" POSTED AT THE AFFECTED BUS STOP SIGN/BOARDING LOCATION A MINIMUM

OF ONE WEEK PRIOR TO CLOSURES. ALL NOTICES MUST SPECIFY THE EFFECTIVE DATE AND BRIEF INSTRUCTIONS OR

DIRECTIONS TO TEMPORARY PASSENGER BOARDING AREAS. RELOCATED BUS STOP LOCATIONS MUST HAVE A BUS STOP SIGN

WITH BUS ROUTING DECALS AT EACH LOCATION.

18. THE CONTRACTOR SHALL SALVAGE ANY GRANITE OR STONE CURB AND PAVERS WITHIN THE LIMITS OF CONSTRUCTION AND

TRANSPORT SAID SALVAGED ITEMS TO THE CITY OF WILMINGTON’S DEPARTMENT OF PUBLIC WORKS CITY YARD ON CHRISTIANA

AVENUE OR A LOCATION DESIGNATED BY THE ENGINEER WITHIN FIVE (5) MILES OF THE PROJECT. CONTACT DAVE

BLANKENSHIP, P.E., DIRECTOR OF TRANSPORTATION (302) 576-3084 TO COORDINATE DELIVERIES.THE SALVAGING,STOCKPILING,

LOADING, TRANSPORTING, UNLOADING,AND ANY OTHER WORK ASSOCIATED WITH THE SALVAGING OPERATIONS SHALL BE

INCIDENTAL TO ITEM 202000 - EXCAVATION AND EMBANKMENT. EXISTING GRANITE CURB MAY BE ENCASED IN CONCRETE

AND THERE WILL BE NO ADDITIONAL PAYMENT FOR REMOVAL OF THIS ENCASED MATERIAL.

28. FOR ACCESS TO THE EXISTING UTILITY BUILDING THE CONTRACTOR SHALL CONTACT THE CITY OF WILMINGTON’S PARKS & RECREATION

PROJECT MANAGER, STANLEY W. KOZICKI (302) 576-3814, AND/OR HIS DESIGNEE.

29. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE CITY OF WILMINGTON’S MARKETING AND SPECIAL

EVENTS COORDINATOR TANYA V. PHILLIPS. SHE CAN BE REACHED BY PHONE AT 302-576-2139. NO WORK SHALL BE

PERFORMED FROM JUNE 17, 2012 THRU JUNE 24, 2012 DUE TO THE ANNUAL DUPONT CLIFFORD BROWN JAZZ FESTIVAL.

TOTAL SHTS.

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6

TYPICAL SECTIONS

SCALE

FEET

0 5 10 15

LEGEND

TS-01

EXISTING

R/W

10’5’24’5’

SIDEWALKTREE PIT

LOC

TREE PITSIDEWALKSIDEWALK

6’

LOC

2.0% 2.0%0.5%

O.G. EXISTING

GRANITE

CURB

EXISTING

GRANITE

CURB

EXISTING

CONCRETE

WALL

EXISTING BIT. CONC.

44.5’

B

4"

F

C

H A

B

E

A

B

4"

E

B

H A

H

6"

6"

G G

G

GB

4"

G

G

H

2.0%

EXISTING BIT. CONC.

EXISTING

GRANITE

CURB

EXISTING

GRANITE

CURB

2.0%2.0%

EXISTING

CONCRETE

WALL

EXISTING

R/W

10’8’

SIDEWALK

LOC

SIDEWALK

LOC

44.5’

BUS SHELTER

O.G.

CG

E

B

6"

GB

6"

HB

4"

G

A

CONSTRUCTION

AND R/W BASELINE

CONSTRUCTION

AND R/W BASELINE

E B

6"

EA

TCE

TCE

A

B

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

ITEM 209006 - BORROW, TYPE F

E

F

C

H ITEM 737529 - PLANTING SOIL

G

ITEM 302007 - GRADED AGGREGATE BASE COURSE, TYPE B

ITEM 713002 - GEOTEXTILE, SEPARATION

J

D ITEM 701502 - STONE CURB

J

J

VARIES

VARIES

A F

11’ 11’ 11’ 8’

PARKINGTRAVEL LANE TRAVEL LANE

11’ 11’ 11’ 8’

PARKINGTRAVEL LANE

BUS STOP

TRAVEL LANE TRAVEL LANE

TRAVEL LANE

10TH STREET

STATION 101+15 TO STATION 101+42


PROPOSED TREE PIT

(SEE LS-02 FOR DETAILS)

PROPOSED TREE PIT

(SEE LS-02 FOR DETAILS)

VARIES VARIES

VARIES VARIES

EXISTING ASPHALT

PAVERS

EXISTING ASPHALT

PAVERS

VARIES VARIES

SIDEWALK

ITEM 302012 - DEL. NO. 57 STONE

6"

6"

10TH STREET



7’

7’

ITEM 705531 - PERVIOUS CONCRETE SIDEWALK, 6" DEPTH (SEE DT-02)

ITEM 737530 - STRUCTURAL CELLS (SEE DT-02)

MATCH

EXISTING

MATCH

EXISTING


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7

TYPICAL SECTIONS

SCALE

FEET

0 5 10 15

TS-02

2.0%

EXISTING

R/W

LOC LOC

42.75

SIDEWALKRAISED

PLANTER

O.G.

EH

EXISTING

GRANITE

CURB

EXISTING

GRANITE

CURB

EXISTING

CONCRETE

WALL

D

EXISTING BIT. CONC.

TCE

VARIES

CONSTRUCTION

AND R/W BASELINE

4.5’

SEATING

AREA

VARIES VARIES

LEGEND

A

B

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

ITEM 209006 - BORROW, TYPE F

E

F

C

H ITEM 737529 - PLANTING SOIL

G

ITEM 302007 - GRADED AGGREGATE BASE COURSE, TYPE B

ITEM 713002 - GEOTEXTILE, SEPARATION

J

D ITEM 701502 - STONE CURB

B

6"12"

12’ 12’

PARKINGTRAVEL LANE TRAVEL LANESHOULDER/

BUS LANE

12’

VARIES VARIES

EXISTING IRON

FENCE

KING STREET


ITEM 302012 - DEL. NO. 57 STONE

2.0%0%

EXISTING

R/W

LOC

SIDEWALK

LOC

44.5’

EXISTING

GRANITE

CURB

EXISTING

GRANITE

CURB

F

C G EB

6"

EB

6"

EXISTING

CONCRETE

STEPS

O.G.

H

B

4"

GA A

TCE

30’

EXISTING BIT. CONC.

G

J

CONSTRUCTION

AND R/W BASELINE

11’ 11’ 11’

PARKINGTRAVEL LANE TRAVEL LANE

8’

TRAVEL LANE

VARIES VARIES

SIDEWALK

VARIES VARIES

10TH STREET


6"

SEE DT-01 FOR

DETAILS

7’

4’

SCALE: NONE

STONE CURB

SEE NOTE 1

6" 12"

EXISTING BIT. CONC.

7"

14

" M

IN.

6"

20

"

K

L

M

ITEM 302008 - GRADED AGGREGATE BASE COURSE, TYPE B, PATCHING

L

2"

M

3"

N

4"

F

B

HEAVY TINED

FINISH WITH

TACK COAT

12’

P.C.C. MASONRY,

CLASS C4"X2.5"

BRICK PAVER OR

CONC. LEVELING BLOCK

NOTE:

1. SIDES OF STONE CURB SHALL HAVE NEAT EDGES.

2’

N ITEM 401823 - WMA, SUPERPAVE, BITUMINOUS CONCRETE BASECOURSE, 160 GYRATIONS,PG 64-22, PATCHING

K

8"

ITEM 401821 - WMA, SUPERPAVE, TYPE C, 160 GYRATIONS, PG 64-22, PATCHING

ITEM 401822 - WMA, SUPERPAVE, TYPE B, 160 GYRATIONS, PG 64-22, PATCHINGSTONE CURB DETAIL - ROADWAY

MATCH

EXISTING

ITEM 705531 - PERVIOUS CONCRETE SIDEWALK, 6" DEPTH (SEE DT-02)

ITEM 737530 - STRUCTURAL CELLS (SEE DT-02)

MATCH

EXISTING


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10000

10003

HORIZONTAL AND

VERTICAL CONTROL

10

TH

ST

RE

ET

KING STREET

STATION OFFSET EASTINGNORTHING

HORIZONTAL / VERTICAL CONTROL DATA

ELEVATIONPOINT

STATION OFFSET EASTINGNORTHINGPOINT

10002 200+00.00 0+00’ 635647.5298 619532.1363

10003 203+79.68 0+00’ 635983.3627 619709.2688

CONSTRUCTION ALIGNMENT CONTROL

KING STREET

STATION OFFSET EASTINGNORTHINGPOINT

10000 100+00.00 0.00’ 635800.4355 619243.9557

10001 103+75.00 0.00’ 635624.6728 619575.2147

CONSTRUCTION ALIGNMENT CONTROL

10TH STREET

SCALE

FEET

0 20 40 60

10002

10001

CONSTRUCTION BASELINE

CONSTRUCTION BASELINE

10002 103+26.23 0.00’ 635647.5298 619532.1363

10.4’

10.3

’

23.9

’

8.2’

14.9

’

6.3’

15.8’

12.0’

6.4

’

MAG NAIL MAG NAILMAG NAIL

8

2 203+42.65 27.82’RT 619716.5978 89.14’635937.6279

102 103+55.71 20.59’RT 619548.5225 94.13’635615.5216

103 100+26.01 15.26’RT 619259.7807 102.89’635774.7619

N

HV-01

11TH STREET

T.P.#2 T.P.#102T.P.#103

TP#2

MAG NAIL

TP#102

MAG NAIL

TP#103

MAG NAIL

DATUM REFERENCE:

HORIZONTAL - THIS PROJECT IS REFERENCED TO THE DELAWARE STATE

PLANE COORDINATE SYSTEM (NAD 83/91).

VERTICAL - THIS PROJECT IS REFERENCED TO NAVD 88, BASED ON THE FOLLOWING

STATE OF DELAWARE BENCHMARKS:

JU4112 - ELEV. 207.0859 FEET

JU4141 - ELEV. 197.4583 FEET

10

0+

00

101+

00

10

2+

00

10

3+

00

103+

75

POB 100+00.00

POE 103+75.00

200+00 201+00 202+00 203+00 203+80

PO

E 2

03+

79.6

8

S62^03’0

0.1

2"E

N27^48’32.63"E




TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

31

67

8-0

04

\CA

DD

\CP

01

_R

OD

N.d

gn

8/2

2/2

01

111:2

5:5

5 A

M

NEW CASTLE

M.J.C.

T.A.O.


42

T200820013

N/A

EXISTING R/W

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

26-035.20-117

COURT HOUSE, LLC

INSTR#: 20081219-0080612

EX

IST

ING

R/W

EX

IST

ING

R/W

EX

IST

ING

R/W

80’

42.7

5’

32

.75

’

65.5

’

69’

24.5’ 44.5’

69’

EX

IST

ING

R/W

EX

IST

ING

R/W

26-035.20-098

CITY OF WILMINGTON

D.R. N/A

26-035.20-099

CITY OF WILMINGTON

D.R. N/A

26-035.20-039

E.I. DUPONT DENEMOURS AND COMPANY

INSTR#: 20030828-0105475

3"

3"

"

TP#103

TP#102 TP#2

FP FP FP

U

PM PM

U

U

3" PVC

2" DRAIN

WATER

FOUNTAIN

BU

S S

HE

LT

ER

BU

S S

HE

LT

ER

15"12"12"

20"

18"

3"

1"

6" 6"

2"

20"

16"

2"

8"

20"

20"

20"

20"

10"

5"

15"

12" 12" 8"

10"

12"

16"

PMPM

STATUE

CONC. PAVERS

CONC. PAVERS

CO

NC

.

PA

VE

RS

6" 6" 6" 6"

14" 12" 4" 7"

17" 13" 13" 11"

12"16"

15"

17"

15"

4" 4"

9"

6"

7"

7"

11"15"

PMPMPM

STEEL

RAILING

CONC.

PAVERS ST

EE

L

RA

ILIN

G

BIT. CONC.

GRASS

BIT. CONC.

GR

AN

ITE

CU

RB

GR

AN

ITE

CU

RB

STONE CURB

STONE CURBSTONE CURB

STONE CURB

ST

ON

E C

UR

B

ST

ON

E C

UR

B


STONE CURB

ST

ON

E C

UR

B

ST

ON

E C

UR

B

BIT. CONC.

BIT. CONC.

BIT. CONC.

BIT. CONC.

BENCHBENCH

BENCH

BENCHBENCH

BENCHBENCH

BENCH BENCH

BENCH BENCH

BENCH

BENCH

BENCH BENCH BENCH

BENCH BENCH

BENCH BENCH BENCH

BENCHBENCHBENCH

BENCH

BENCH

BENCH

BENCHBENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCHBENCH

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

HB

EN

CH

BE

NC

HB

EN

CH

BE

NC

HB

EN

CH

BE

NC

H

UTILITY

BLDG-

1-STORY

LOCLOCLOCLOCLOCLOCLOC

LO

C

LO

C

LO

C

LOC

LOC

LOC

LO

C

LOC

LO

C

LOCLOC

10

0+

00

101+

00

10

2+

00

10

3+

00

103+

75

POB 100+00.00

POE 103+75.00

200+00 201+00 202+00 203+00 203+80

PO

E 2

03+

79.6

8

S62^03’0

0.1

2"E

N27^48’32.63"E



TCE

TC

E

TCETCETCE

1-R

CW-W 1"

CW-W

CW-WCW-W

CW-W CW-W

CW-W CW-W

CW-WCW-W

CW-W

CW-W

CW-W 1.5" CW-W 1.5"

CW-W 1"

CW-W 1.5"

CW-W 1"

CW-W 1"

CW-W 1"

1.5

" C

W-W

CW-W 1"

CW-W 1"

CW-W 1"

CW-W 1"

CW

-W

1.5

"

CW-W 1"

CW-W 1"

CW-W 1" CW-W 1"

CW-W 1.5"

CW-W 1"

12" TC

VERATT-C

EB

U

EB

EB

EB

EB

EB

EX

-SIG

EX-SIG

EX

-SIG

EX-SIG

EX

-SIG

EX

-SIG

EX-SIG

EBEB

EX-SIG

EX-SIG

EX

-SIG

CW

-S 2

4" U

NK

?

DP-E

DP

-E

DP-E

DP

-E

DP-E

DP-E

DP-E

DP-E

DP

-E

DP

-E

CW

-EC

W-E

CW

-E

CW

-E

CW-E

CW

-E

CW-E

CW

-E

DP-E

CW-E

DP-E

DP-E

CW

-E

CW

-E

CW-E

CW-E

CW

-E

CW-E

CW

-E

DP-G

DP

-G

DP

-G

DP-G

DP

-G

DP-G

EX-SIG

EX

-SIG

MC

I-C

MC

I-C

MCI-C

MC

I-C

MCI-C

CW

-E

EB

EB

EB

EB

EB

EB

EBEB

EBEBEB

EB

EB EB

EB

EB EB

EB

CW

-E

CW

-E

CW

-E

CW

-E

CW

-E

CW

-E

EBCW-E

CW-E

CW-E

CW

-E

U

U

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW

-E

EB

EB

EB

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW

-E

CW

-E

CW-E

CW

-EC

W-E

CW-E

CW-E

CW-E

CW-E

CW

-E

CW

-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW

-E

CW

-E

CW

-E

CW

-E

CW

-E

CW-E

CW

-EC

W-E

CW-E

CW-E CW-E

CW

-E

CW

-E

CW

-E

DP

-E

DP

-E

DP-E DP-E DP-E

DP

-ED

P-E

DP

-E

CW

-E

CJB

CW

-W 1

2"

15" RCP

15" R

CPC

W-S

15"

24" TC

12" TC

CW

-S 1

2"

12" RCP

12"

RC

P

4" PVC

12" TC

CW

-S 1

5"

CW

-S

CW

-S

4" PVC

CW

-S

CW-S 8" TC

CW

-S 2

4" U

NK

CW-S

CW

-S

CW

-S

CW-S

CW-S

CW

-S

CW-S 8" TC

CW

-S 4

"

8" C

W-S

8" C

W-S

CW-W 4" PVC

CW-S

CW-W 4" PVC

CW

-S

CW-S

CW-S

CW

-S

CW-S

CW-S

CW-S CW-SCW-S

CW-SCW-S

CW

-S

CW-S

CW-S CW-S

CW

-S

CW-S

EX-SIG

CW

-S 1

5"

CW-S

RM AND CAPEX FH

WV

WV

WV

WVWV

WV WV

WV

WV

WV

WV

WV

WV

WV

WVWV

WV

WV

WV

WV

WV

WV

WV

WV

CW-W 16"

CW-W 16"

CW-W 16"

CW-W 16"

CW

-W 2

0"

30

"

24

" C

W-W

CW-W 16" CW-W 12"

CW

-W 2

4"

CW

-W 3

0"

CW

-W 2

4"

CW-W 12"

CW

-W 1

6"

CW-W 12" CW-W 12"

CW

-W

CW-W

CW

-W

CW

-W

CW-W

CW

-W 3

0"

CW-W

CW

-W 3

0"

CW

-W 2

4"

CW-W 8"

CW

-W 8"

CW-W 8"

CW

-W 8

"

CW

-W 4

"

CW

-W 4

"

CW

-W 8

"

CW

-W

CW

-W

CW-W 1"

CW-W

CW-WCW-W

CW-W CW-W

CW-W CW-W

CW-WCW-W

CW-W

CW-W

CW-W 1.5" CW-W 1.5"

CW-W 1"

CW-W 1.5"

CW-W 1"

CW-W 1"

CW-W 1"

1.5

" C

W-W

CW-W 1"

CW-W 1"

CW-W 1"

CW-W 1"

CW

-W

1.5

"

CW-W 1"

CW-W 1"

CW-W 1" CW-W 1"

CW-W 1.5"

CW-W 1"

VENT

N

MARKET STREET

10

TH

ST

RE

ET

KING STREET

11

TH

ST

RE

ET

SCALE

FEET

0 20 40 609

CP-01

STEEL

RAILING

BU

S S

HE

LT

ER

S62^03’0

0.1

2"E

CONSTRUCTION PLAN

SAW CUT

DND

DND

A

C

DND

DND

DND

DND

NO. ITEM DESCRIPTION / TYPE LENGTH

CURB SCHEDULE

CR

4

C

2

C

4

26-035.20-039E.I. DUPONT DENEMOURS AND COMPANY

INSTR#: 20030828-0105475

CR

4C

1

C

3

1 STONE CURB 15 LF

2 CURVED STONE CURB 20 LF

3 STONE CURB 9 LF

4 STONE CURB 196 LF

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

76

’

EXISTING R/W

EXISTING R/W

EX

IST

ING

R/W

87’

69’

65.7

0’

DND

26-028.40-192RODNEY SQUARE INVESTORS, L.P.

DEED BOOK X111 PG 276

DND

DND

DND

RM

C

RM

C

DND DND

DND

DNDLANDSCAPE

BED

DND

DND

RM

C

RM

C

A

C

DND

LANDSCAPE

BED

LANDSCAPE

BED

LANDSCAPE

BEDFENCE

DND

DND

DND

RM

CRM

C

RM

C

RM

C

RM

C

DND

RM

C

SEE NOTE 1SEE

NOTE 2

SEE

NOTE 3

SEE

NOTE 2

RM

C

RM

C

DNDBUS

SHELTER

STRUCTURE

B-01

NOTES:

1.

2.

3.

ALL EXISTING BENCHES AND TRASH CANS IN THE PROJECT

LIMITS SHALL BE REMOVED AND RESET BY THE CONTRACTOR.

THE BENCHES SHALL BE RELOCATED AS SHOWN ON LS-01.

VERIFY LAYOUT WITH THE ENGINEER PRIOR TO INSTALLATION.

RE-INSTALL BENCHES USING FOUR 1/2 " X 3 3/4 " GALVANIZED

EXPANSION ANCHOR BOLTS.

THE CONTRACTOR SHALL REMOVE EXISTING CITY OF

WILMINGTON LIGHTING AND ELECTRIC UTILITIES WITHIN

PROJECT LIMITS. SEE LIGHTING PLANS FOR ADDITIONAL

DETAILS.

THE CONTRACTOR SHALL REMOVE EXISTING CITY OF

WILMINGTON WATER AND SEWER FACILITIES IN ACCORDANCE

WITH THE UTILITY PLAN (UT-01).


-

102.5

3

100.8

3

98

.69

96

.92

-

94.6

1

93.7

8

92

.94

92

.08

91

.30

0

V

E

R

T

I

C

A

L

S

C

A

L

E

F

E

E

T

2

4

6

SCALE

FEET

0 20 40 60PROFILES

10

PF-01

100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 103+80

200+00 200+50 201+00 201+50 202+00 202+50 203+00 203+50 203+80

90

100

105

90

100

105

85

90

100

90

85

10TH STREET

KING STREET

100

9595

9595

10TH

STREET

KING

STREET

94.4

8

93

.73

92.9

2

92.0

9

91.2

7

10

2.5

0

100.6

3

98

.70

97

.02

PROPOSED GROUND ALONG SIDEWALK

(35’ OFFSET LEFT OF CONSTRUCTION

BASELINE)

EXISTING GROUND ALONG SIDEWALK


BASELINE)

EXISTING GROUND ALONG SIDEWALK


BASELINE)

PROPOSED GROUND ALONG SIDEWALK


BASELINE)

1.4%

1.6%

1.7%

1.6%

1.1%

5.1%

3.4%

4.1%

4.4%

2.9%

5.9%

5.2%

5.7%

2.6%

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

A-1-b

A-1-b

A-1-b

A-1-a

A-1-b

8’

6’

4’

2’

10’

12’

14’

0’

B-01

STA. 101+96

38’ LT.

A-1-b

A-1-b

3" PAVERS, 15" STONE

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

31

67

8-0

04

\CA

DD

\PF

01

_R

OD

N.d

gn

8/2

2/2

01

111:2

6:3

1 A

M

NEW CASTLE

M.J.C.

T.A.O.


42

T200820013

N/A


TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

31

67

8-0

04

\CA

DD

\GG

01

_R

OD

N.d

gn

8/2

2/2

01

11

1:2

7:0

2 A

M

NEW CASTLE

M.J.C.

T.A.O.


42

T200820013

N/A

3"

3"

"

TP#103

TP#102 TP#2

FP FP FP

U

PM PM

U

U

3" PVC

2" DRAIN

WATER

FOUNTAIN

BU

S S

HE

LT

ER

BU

S S

HE

LT

ER

15"12"12"

20"

18"

3"

1"

6" 6"

2"

20"

16"

2"

8"

20"

20"

20"

20"

10"

5"

15"

12" 12" 8"

10"

12"

16"

PMPM

STATUE

CONC. PAVERS

CONC. PAVERS

CO

NC

.

PA

VE

RS

6" 6" 6" 6"

14" 12" 4" 7"

17" 13" 13" 11"

12"16"

15"

17"

15"

4" 4"

9"

6"

7"

7"

11"15"

PMPMPM

STEEL

RAILING

CONC.

PAVERS ST

EE

L

RA

ILIN

G

BIT. CONC.

GRASS

BIT. CONC.

GR

AN

ITE

CU

RB

GR

AN

ITE

CU

RB

STONE CURB


STONE CURB

ST

ON

E C

UR

B

ST

ON

E C

UR

B


STONE CURB

ST

ON

E C

UR

B

ST

ON

E C

UR

B

BIT. CONC.

BIT. CONC.

BIT. CONC.

BIT. CONC.

BENCHBENCH

BENCH

BENCHBENCH

BENCHBENCH

BENCH BENCH

BENCH BENCH

BENCH

BENCH

BENCH BENCH BENCH

BENCH BENCH

BENCH BENCH BENCH

BENCHBENCHBENCH

BENCH

BENCH

BENCH

BENCHBENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCHBENCH

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

HB

EN

CH

BE

NC

HB

EN

CH

BE

NC

HB

EN

CH

BE

NC

H

UTILITY

BLDG-

1-STORY

EXISTING R/W

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

26-035.20-117

COURT HOUSE, LLC

INSTR#: 20081219-0080612

EX

IST

ING

R/W

EX

IST

ING

R/W

EX

IST

ING

R/W

80’

42.7

5’

32

.75

’

65.5

’

69’

24.5’ 44.5’

69’

EX

IST

ING

R/W

EX

IST

ING

R/W

26-035.20-098

CITY OF WILMINGTON

D.R. N/A

26-035.20-099

CITY OF WILMINGTON

D.R. N/A

26-035.20-039


INSTR#: 20030828-010547510

0+

00

101+

00

10

2+

00

10

3+

00

103+

75

POB 100+00.00

POE 103+75.00

200+00 201+00 202+00 203+00 203+80

PO

E 2

03+

79.6

8

S62^03’0

0.1

2"E

N27^48’32.63"E



N

MARKET STREET

10

TH

ST

RE

ET

KING STREET

11

TH

ST

RE

ET

SCALE

FEET

0 20 40 6011

GG-01

BU

S S

HE

LT

ER

S62^03’0

0.1

2"E


4’R

R 4’

MATCH EXISTING

MATCH EXISTING

MATCH EXISTING

R12’

40006

4000740000

40001

40002

40004

40008

40005

40011

40012

40003

40010

40013

40014

40016

40009

4001740015

40018

40019 40020

40022

40023

40024

40025

40030 40031

40028

40027

40026

40029

40032

40036

40034 40035

40041

40039

4004240037

40038

40033

40048

40040

40050

40047

40045

40044

40049

40043

40051

40052

40053

40054

40057

40058

40060

40059

40046

40021

40079

40080

4006740066

40065

40068

40070

40071

40072 40073

40074

40061

40064

40063

4006240078

4007740075

40076

40056

40055 40069

40000 100+99.24 -30.46’ 635780.8315 619345.9035

40003 100+98.90 -68.62’ 635814.7022 619363.4823

40004 101+07.67 -70.52’ 635812.2692 619372.1200

40007 101+01.87 -112.01’ 635851.6324 619386.4452

40008 100+98.55 -112.82’ 635853.9081 619383.8940

40009 101+12.65 -75.54’ 635814.3669 619378.8706

40010 101+12.67 -70.54’ 635809.9408 619376.5448

40015 101+41.75 -49.55’ 635777.7685 619392.3991

40039 102+14.67 -70.89’ 635762.4412 619466.8099

40042 102+14.65 -75.89’ 635766.8673 619469.1357

40050 102+48.75 -49.81’ 635727.8447 619487.0386

40051 102+72.16 -46.84’ 635714.2468 619506.3210

40052 102+72.20 -41.84’ 635709.8109 619504.0138

40053 102+77.76 -46.85’ 635711.6364 619511.2816

40054 102+82.78 -41.87’ 635704.8819 619513.3806

40056 102+98.45 -41.86’ 635697.5291 619527.2135

40059 200+73.73 635734.1480 619525.9447

40001 100+99.23 -37.88’ 635787.3887 619349.3609

40002 100+99.13 -49.56’ 635797.7492 619354.7548

40005 101+10.17 -73.03’ 635813.3141 619375.5029

40006 101+01.91 -90.00’ 635832.1783 619376.1603

40011 101+07.79 -41.27’ 635786.3764 619358.5140

40012 101+13.94 -41.30’ 635783.5091 619363.9627

40013 101+12.75 -49.48’ 635791.2980 619366.7486

40014 101+13.92 -49.49’ 635790.7533 619367.7837

40016 101+41.67 -70.64’ 635796.4360 619402.2084

40017 101+41.65 -75.64’ 635800.8621 619404.5342

40018 101+44.28 -41.40’ 635769.3813 619390.8103

40019 101+44.38 -49.56’ 635776.5443 619394.7198

40020 101+46.77 -46.41’ 635772.6409 619395.3529

40021 101+44.17 -73.15’ 635797.4809 619405.5913

40022 101+46.65 -75.66’ 635798.5337 619408.9589

40023 101+46.67 -70.66’ 635794.1076 619406.6331

40024 101+75.65 -75.76’ 635785.0289 619434.6225

40025 101+75.67 -70.76’ 635780.6028 619432.2967

40027 101+75.78 -41.51’ 635754.7100 619418.6907

40026 101+75.76 -46.51’ 635759.1361 619421.0165

40028 101+78.27 -44.01’ 635755.7628 618422.0584

40029 101+80.78 -41.52’ 635752.3815 619423.1155

40030 101+80.67 -70.77’ 635778.2744 619436.7215

40031 101+78.17 -73.26’ 635781.6476 619435.6796

40032 101+80.76 -46.52’ 635756.8077 619425.4413

40033 102+09.78 -41.62’ 635738.8767 619448.7791

40034 102+09.76 -46.62’ 635743.3029 619451.1049

40035 102+09.67 -70.87’ 635764.7696 619462.3851

40036 102+12.27 -44.13’ 635739.9296 619452.1468

40037 102+14.78 -41.64’ 635736.5483 619453.2038

40038 102+14.76 -46.64’ 635740.9744 619455.5297

40040 102+41.87 -46.73’ 635728.3540 619479.5127

40041 102+12.17 -73.38’ 635765.8144 619465.7680

40043 102+43.67 -70.99’ 635748.9364 619492.4734

40044 102+43.65 -75.99’ 635753.3625 619494.7993

40045 102+46.17 -73.50’ 635749.9812 619495.8563

40046 102+48.65 -46.01’ 635751.0341 619499.2240

40047 102+43.75 -49.77’ 635730.1519 619482.6027

40048 102+41.91 -41.73’ 635723.9180 619477.2057

40049 102+48.67 -71.01’ 635746.6079 619496.8982

40055 102+86.23 -29.64’ 635692.4651 619510.6891

40057 200+71.23 635730.7747 619526.9866

40058 200+71.22 -48.39’ 635733.1032 619522.5618

40060 200+76.22 -48.40’ 635737.5293 619524.8876

40061 201+12.45 -51.05’ 635770.8099 619539.4475

40062 201+12.45 -44.15’ 635767.5863 619545.5469

40063 201+14.46 -44.17’ 635769.3774 619546.4673

40064 201+18.40 -40.16’ 635770.9932 619551.8478

40065 201+28.94 -42.66’ 635781.4849 619554.5560

40066 201+28.94 -38.14’ 635779.3728 619558.5524

40067 201+18.40 -38.15’ 635770.0530 619553.6266

40068 201+61.75 -42.73’ 635810.5311 619569.8021

40069 201+61.82 -38.14’ 635808.4538 619573.8943

40070 202+17.97 -38.30’ 635858.1923 619599.9494

40071 202+17.96 -42.70’ 635860.2376 619596.0500

40072 202+50.75 -42.69’ 635889.2411 619611.3587

40073 202+50.75 -38.35’ 635887.2146 619615.2005

40074 202+61.82 -38.35’ 635896.9978 619620.3610

40075 202+61.82 -40.32’ 635897.9162 619618.6199

STATION OFFSETPOINT NO.

COORDINATE LIST

EASTINGNORTHING STATION OFFSETPOINT NO.

COORDINATE LIST

EASTINGNORTHING

NOTES:

1.

2.

3.

4.

5.

OFFSETS SHOWN IN THE GEOMETRY TABLES WITH A

MINUS SIGN ARE TO THE LEFT OF THE CONSTRUCTION

BASELINE.

UNLESS OTHERWISE NOTED, POINT GEOMETRY ADJACENT

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

RADII ARE GIVEN TO THE EDGE OF PAVEMENT.

UNLESS OTHERWISE NOTED, EDGE OF PAVEMENT ELEVATIONS

AT CURB RETURNS ARE GIVEN AT 10 FOOT INTERVALS.

PROPOSED CURB OR PAVEMENT THAT TIES INTO EXISTING

PAVEMENT OR EXISTING CURBS SHALL MATCH THE EXISTING

PAVEMENT OR CURB ELEVATIONS AND CROSS SLOPES.

40076

40077

40078

40079

40080

-43.39’

-45.89’

202+97.87

202+97.79

202+67.55

202+67.59

202+65.61 -44.28’

-44.29’

-51.23’

-51.68’

-28.41’ 635924.2538

635935.0328

635908.0797

635904.8716

635903.1219 619616.8890

619617.7999

619611.6378

619625.3510

619645.9720

CURB RAMP DETAIL

NOT TO SCALE

5’ M

IN.

5’ M

IN.

12:1 MAX.

12:1 MAX.

5’ MIN.

5’ MIN.

TRUNCATED

DOMES

5’ M

IN.

TRUNCATED

DOMES

2’MIN.

5’ MIN.

SAW

CUT

2’

50:1 MAX.

LANDING AREA


3"

3"

"

TP#103

TP#102 TP#2

FP FP FP

U

PM PM

U

U

3" PVC

2" DRAIN

WATER

FOUNTAIN

BU

S S

HE

LT

ER

BU

S S

HE

LT

ER

15"12"12"

20"

18"

3"

1"

6" 6"

2"

20"

16"

2"

8"

20"

20"

20"

20"

10"

5"

15"

12" 12" 8"

10"

12"

16"

PMPM

STATUE

CONC. PAVERS

CONC. PAVERS

CO

NC

.

PA

VE

RS

6" 6" 6" 6"

14" 12" 4" 7"

17" 13" 13" 11"

12"16"

15"

17"

15"

4" 4"

9"

6"

7"

7"

11"15"

PMPMPM

STEEL

RAILING

CONC.

PAVERS ST

EE

L

RA

ILIN

G

BIT. CONC.

GRASS

BIT. CONC.

GR

AN

ITE

CU

RB

GR

AN

ITE

CU

RB

STONE CURB


STONE CURB

ST

ON

E C

UR

B

ST

ON

E C

UR

B


STONE CURB

ST

ON

E C

UR

B

ST

ON

E C

UR

B

BIT. CONC.

BIT. CONC.

BIT. CONC.

BIT. CONC.

BENCHBENCH

BENCH

BENCHBENCH

BENCHBENCH

BENCH BENCH

BENCH BENCH

BENCH

BENCH

BENCH BENCH BENCH

BENCH BENCH

BENCH BENCH BENCH

BENCHBENCHBENCH

BENCH

BENCH

BENCH

BENCHBENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCHBENCH

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

HB

EN

CH

BE

NC

HB

EN

CH

BE

NC

HB

EN

CH

BE

NC

H

UTILITY

BLDG-

1-STORY

EXISTING R/W

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

26-035.20-117

COURT HOUSE, LLC

INSTR#: 20081219-0080612

EX

IST

ING

R/W

EX

IST

ING

R/W

EX

IST

ING

R/W

80’

42.7

5’

32

.75

’

65.5

’

69’

24.5’ 44.5’

69’

EX

IST

ING

R/W

EX

IST

ING

R/W

26-035.20-098

CITY OF WILMINGTON

D.R. N/A

26-035.20-099

CITY OF WILMINGTON

D.R. N/A

26-035.20-039


INSTR#: 20030828-010547510

0+

00

101+

00

10

2+

00

10

3+

00

103+

75

POB 100+00.00

POE 103+75.00

200+00 201+00 202+00 203+00 203+80

PO

E 2

03+

79.6

8

S62^03’0

0.1

2"E

N27^48’32.63"E



TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

31678-004\C

AD

D\G

G02_R

OD

N.d

gn

8/2

2/2

01

111:2

7:3

8 A

M

NEW CASTLE

M.J.C.

T.A.O.


42

T200820013

N/A

N

MARKET STREET

10

TH

ST

RE

ET

KING STREET

11

TH

ST

RE

ET

SCALE

FEET

0 20 40 6012

GG-02

BU

S S

HE

LT

ER

S62^03’0

0.1

2"E



COORDINATE LIST

EASTINGNORTHING

NOTES:

1. POINTS SHOWN ON THIS SHEET IDENTIFY LOCATIONS

FOR PROPOSED STRUCTURAL CELLS.

40086 101+80.17 -79.92’ 635786.5791 619440.5347

40088 101+80.17 -70.92’ 635778.6145 619436.3435

40081 100+99.75 -50.66’ 635798.4030 619355.7913

40082 100+99.67 -77.42’ 635822.0754 619368.2483

40084 101+46.55 -37.33’ 635764.6854 619390.8760

40085 101+25.17 -79.66’ 635812.1916 619391.8623

40087 101+80.17 -75.66’ 635782.8180 619438.5555

40089 102+10.17 -71.00’ 635764.6440 619462.8921

40090 102+10.17 -75.75’ 635768.8476 619465.1041

40091 102+10.17 -80.00’ 635772.6086 619467.0832

40092 102+39.83 -37.58’ 635721.2605 619473.3978

40093 102+40.00 -51.08’ 635733.0909 619479.9057

40094 102+39.83 -51.25’ 635711.4367 619521.0560

40095 200+80.33 -39.66’ 635737.1003 619534.5608

40081 40082

40085

40084

40086

40087

40088

40089

40090

40091

4009540094

40083

40092

40093

EXCLUDE CELLS FOR

PEDESTRIAN LIGHT FIXTURES

EXCLUDE CELLS FOR

TREE PITS

EXCLUDE CELLS FOR

TREE PITS

EXCLUDE CELLS FOR


EXCLUDE CELLS FOR


EXCLUDE CELLS

FOR TREE PITS

EXCLUDE CELLS

FOR TREE PITS

EXCLUDE CELLS FOR


EXCLUDE CELLS FOR


EXCLUDE CELLS FOR


40083 101+46.25 -50.75’ 635776.7487 619396.9415


MARKET STREET

SCALE

FEET

0 20 40 6013

91.24

91.1691.40

91.5492.00

91.8892.83

92.9893.50

93.3693.62

93.99

94.0894.79

98.7198.99

99.0899.51

101.41 102.09

MATCH EXISTING

MATCH EXISTING

FP FP FP

U

PM PM

U

U

PMPM

STATUE

CONC. PAVERS

CONC. PAVERS

PMPMPM

STEEL

RAILING

CONC.

PAVERS

BIT. CONC.

GRASS

BIT. CONC.

STONE CURB


STONE CURB


STONE CURB

BIT. CONC.

BIT. CONC.

BIT. CONC.

BIT. CONC.

BENCHBENCH

BENCH

BENCHBENCH

BENCHBENCH

BENCH BENCH

BENCH BENCH

BENCH

BENCH

BENCH BENCH BENCH

BENCH BENCH

BENCH BENCH BENCH

BENCHBENCHBENCH

BENCH

BENCH

BENCH

BENCHBENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCHBENCH

UTILITY

BLDG-

1-STORY




LOC

LOCLOCLOCLOC

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

31678-004\C

AD

D\G

R01_R

OD

N.d

gn

8/2

2/2

01

111:2

8:0

5 A

M

NEW CASTLE

M.J.C.

T.A.O.


42

T200820013

N/A


SCALE: AS SHOWN

DUMP STRAP

1" REBAR FOR BAG

REMOVAL FROM INLET

DEPTH = D*

*

WID

TH = W

LENGTH = L *

*

2 EACH DUMP

STRAPS

EXPANSION RESTRAINT

(1/4") NYLON ROPE W/2"

FLAT WASHERS)

L, W & D SHALL BE BASED ON INLET

DIMENSIONS AS INDICATED ON THE PLANS.

DRAINAGE

INLET GRATE

GD-III GEOTEXTILE

INLET INSERT

DUMP

STRAP

SCALE: NONE

BAG DETAIL (SIDE VIEW)

SCALE: NONE

INLET SEDIMENT CONTROL

AT GRADE INLET - ITEM 252002

14

CONSTRUCTION DETAILS

DT-01

SCALE: NONE

4"X2.5"

BRICK PAVER OR

CONC. LEVELING BLOCKSTONE CURB

20

"

7"

7"

12"NOTE:

1.SEE NOTE 1

6"

14

" M

IN.

4" MULCH

SCALE: NONE

SCALE: NONE

1’-

6"

2 12

"3

"

CL

EA

R,

TY

P.

3 1/2 " O.C.,TYP.

1 1/

2 "

1" SQ. TUBULAR STEEL POSTS, TYP.

TREE PIT FENCE ELEVATION

TREE PIT FENCE PLAN VIEW (TYP.)

SCALE: NONE

TREE PIT FENCE SECTION

1 1/2" STANDARD STEEL BALL FINIAL CAP

1"

1/2 " SQ. SOLID STEEL PICKETS, TYP.

1" SQ. TUBULAR STEEL POSTS, TYP.

1 1/

2 "

STRUCTURAL CELL

1/4 " O.H., TYP.

1" SQ. TUBULAR STEEL POST

3/32" THICK ANGLE MOUNTING

PLATE BENT AS SHOWN

PRE-DRILLED 3/8" DIA. HOLE

TO ACCEPT 5/16" GALV. ANCHOR

BOLTS. (TYP. 4 PER PLATE)

CL

C L

C LC L

CL

1/4" DIA. x 1/2" S.S. HEX HEAD

MACHINE SCREW. (4 EACH POST)

NOTE:

HOLES TO BE DRILLED AND TAPPED

FOR MACHINE SCREWS AT SITE

AFTER POSTS ARE SET IN PLACE

AND FENCE IS LEVEL ON ALL SIDES.

A

3 1/2 " O.C.,TYP.

PROPOSED TREE

MULCHED TREE PIT

5’-0"

5’-0"

1" SQ. TUBULAR

STEEL POSTS, TYP.

1/2 " SQ. SOLID STEEL

PICKETS, TYP.

SCALE: NONE

PLAN

ELEVATION-A

2"

6"

2"

SIDES OF STONE CURB

SHALL HAVE NEAT EDGES.

5-0’

EDGE OF P.C.C. SIDEWALK

2" 1’-1/16"

1’-

1/1

6"

2"

PROP. CONCRETE

SIDEWALK (SEE

TYPICAL SECTIONS

FOR DETAILS)

6"GABC, TYPE B

6"

6" GABC, TYPE B

P.C.C. SIDEWALK

MULCH

PLANTING SOIL

12"1:1

12" PLANTING SOIL

P.C.C. MASONRY,

CLASS C

STONE CURB DETAIL - PLANTING BEDS

3/32 " STEEL ANGLE MOUNTING PLATE

(SEE DETAIL)

P.C.C. MASONRY,

CLASS C

8.5"

TREE PIT ANGLE MOUNTING PLATE

ANGLE MOUNTING

PLATE (SEE DETAIL

THIS SHEET)

3/8 " x 1" SOLID STEEL BAR

1/2 " SQ. SOLID STEEL PICKETS


14

.25

"

TOP EDGE OF MOUNTING PLATE

POST BEYOND

BOTTOM EDGE OF MOUNTING PLATE

NOTE:

ALL CONNECTIONS SHALL BE

WELDED AND GROUNDED

SMOOTH PRIOR TO FINISHING.

1/2 " SQ. SOLID STEEL PICKETS,TYP.


3.7

5"

1.5" MIN.

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

31

67

8-0

04

\CA

DD

\DT

01

_R

OD

N.d

gn

8/2

2/2

01

111:2

9:2

0 A

M

NEW CASTLE

M.J.C.

T.A.O.


42

T200820013

N/A


SCALE: AS SHOWN15


DT-02

1/2" EXPANSION JOINT, TYP.

STRUCTURAL CELL, TYP.

PLANTING SOIL, TYP.

6"

6"

5’-0"

SCALE: NONE

P.C.C. SIDEWALK, 6", TYP.

GRADED AGGREGATE BASE COURSE, TYPE B

1" AIR SPACE

ANGLE OF REPOSE, VARIES PER

PROJECT SPECIFICATIONS

GEOTEXTILE ON COMPACTED SUBGRADE

3/16" x 12" ZIP TIES, ATTACHING

GEOGRID TO STRUCTURAL CELLS AT

EACH LEVEL AND AT CELL DECK

SCALE: NONE

STRUCTURAL CELL DETAIL

6" 3"

EXISTING CURB

BACKFILL TO LIMITS OF EXCAVATION,

INSTALLED IN 8" MAX. LIFTS (2

LIFTS PER CELL), COMPACTED TO

95%

SUBGRADE BELOW GEOTEXTILE AND AGGREGATE

BASE COURSE, COMPACTED TO 95%.

DOUBLE STACK OF

STRUCTURAL CELLS

PROPOSED TREE PIT

(SEE LS-02 FOR

DETAILS)

ANCHOR EACH STRUCTURAL CELL TO GROUND

WITH (4) 10" SPIKES

CONCRETE SIDEWALK PER PLAN,

TURN DOWN TO DECK AROUND TREE OPENING

12"

GEOGRID CURTAIN. ’J’ 6" MINIMUM

BELOW BACKFILL AT BASE. OVERLAP

12" MINIMUM AT TOP OF CELLS.

PERVIOUS CONCRETE BAND DETAIL

NOTES:

1. FOR PERIMETER TRENCH, INSTALL BORROW, TYPE F IN 8" LIFTS, COMPACTED TO 95%.

INSTALL PRIOR TO PLACING SECOND LIFT OF PLANTING SOIL IN STRUCTURAL CELLS.

GEOTEXTILE, 18" MINIMUM

OVERLAP PAST EXCAVATION

INSTALL ROOT BARRIER,

18" DEPTH AROUND

PERIMETER OF ALL TREE PITS

WITHIN THE LIMITS OF THE CELLS

P.C.C. CONCRETE SIDEWALK, 6"

GABC, TYPE B, 6"

PERVIOUS CONCRETE

SIDEWALK, 6"

DEL. NO. 57 STONE, 6"

GEOTEXTILE,

WRAP ALL SIDES, TYP.

SEPARATION

GEOTEXTILE, SEPARATION

GRADED AGGREGATE

BASE COURSE, TYPE B

6" DEPTH, TYP.

4’

4" AGGREGATE SUBBASE, COMPACTED TO 95% OR BY 3

PASSES WITH PLATE COMPACTOR, WHICHEVER IS GREATER.

STRUCTURAL CELL BASE SLOPE TO MATCH CROSS-SLOPE OR

FLOW-LINE SLOPE, WHICHEVER IS GREATER.

PLANTING SOIL PER ITEM 737529,

INSTALLED IN 8" LIFTS (2 LIFTS PER CELL)

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

31

67

8-0

04

\CA

DD

\DT

02

_R

OD

N.d

gn

8/2

2/2

01

111:2

9:4

9 A

M

NEW CASTLE

M.J.C.

T.A.O.


42

T200820013

N/A


TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

31

67

8-0

04

\CA

DD

\DT

03

_R

OD

N.d

gn

8/2

2/2

01

111:3

0:1

9 A

M

NEW CASTLE

M.J.C.

T.A.O.


42

T200820013

N/A

16

DT-03



COORDINATE LIST

EASTINGNORTHING

KING STREET

SIDEWALK PATTERN DETAIL

10T

H S

TR

EE

T

41008

41009

41011

BUS SHELTER TO REMAIN

SEE DETAIL THIS SHEET

BUS SHELTER TO REMAIN

SEE DETAIL THIS SHEET

5’ x 5’ TREE PLANTING PIT

5’ X 5’ TREE PLANTING PIT






SCALE: 1" = 15’



41007

41010

41038

41041

41032

41018

41021

41056

41030

41059

41060

41063

29

.0’

21.1’

29

.0’

24.25’

23.7’

29

.0’

11.25’

24.25’

29

.0’

22.7’

5’

5’

5’

5’

29

.0’

5’

21.1’

5’

5’

5’

5’

5’

SCORED CONCRETE PAVING,

6’ X 2’ MEDIUM GREY COLOR, TYP.

EXPANSION JOINT, TYP.

15’

POUROUS CONCRETE BAND,

LIGHT GREY COLOR, TYP. SIDEWALK PATTERN

BUS SHELTER INLAY

SCALE: 1" = 5’

5’

5’

5’

SCORED CONCRETE PAVING

5’-8" X 5’-8", TYP.

41062

5’-8"

2’-3

"

LONDON PAVER PATTERN (TYP.)

SCALE: NONE

41018

41021

41030

41032

41038

41041

41056

41059

41060

41062

41063

41008

41009

41010

41011

41007

41052

41052 101+44.24

200+81.89

200+82.10

202+67.55

202+97.83

202+61.82

-38.24

-51.07

-39.86

-51.23

-39.71

-39.78

635766.6043

635743.7925

635738.7435

635908.0797

635929.4887

635897.6655

619389.2947

619525.1664

619535.1787

619611.6378

619635.9572

619619.0951

41037

41037

41036

41036

101+13.95

101+21.57

101+21.58

101+32.92

101+32.88

101+80.65

102+09.66

200+76.23

102+72.23

101+07.65

102+72.13

102+41.93

102+41.84

-38.16

-86.95

-109.55

-109.61

-86.98

-75.77

-75.87

-43.38

-38.66

-75.52

-50.00

-38.56

-49.75

635780.7371

635820.2673

635840.2203

635834.9579

635814.9915

635782.7005

635769.1877

635735.1929

635706.9953

635816.6954

635717.0557

635721.1047

635731.0341

619362.5006

619392.1005

619402.6944

619412.7441

619402.1064

619439.0473

619464.7261

619529.3276

619502.5494

619374.4458

619507.7820

619475.7425

619480.9066

MATCH EXISTING

MATCH EXISTING STEPS

MATCH EXISTING

MATCH EXISTING

MATCH EXISTING

SCALE: AS SHOWN


5’-8" X 5’-8", TYP.

8.7

’

2 HALF SIZE PANELS AT END

4 EQUAL PANELS IN CENTER

2’ X 2’, TYP.

5 EQUAL PANELS

2’ X 2’, TYP.

2 EQUAL PANELS

5’ X 1.75’, TYP.

7 EQUAL PANELS

4’ X 1.25’, TYP.

31.5

’

12.5’-+

-+


NOT TO SCALE17

CS-01

GENERAL TRAFFICCONTROL NOTES

GENERAL TRAFFIC CONTROL NOTES

MAINTENANCE OF TRAFFIC DURING SHOULDER, LANE AND SIDEWALK CLOSURES SHALL CONFORM TO

THE FOLLOWING CASES FROM THE DELAWARE MUTCD:

TYPICAL APPLICATION 28 - SIDEWALK DETOUR OR DIVERSION

TYPICAL APPLICATION 33 - STATIONARY LANE CLOSURE ON A MULTI-LANE, DIVIDED HIGHWAY

GRADING AND MAINTAINING HOT MIX TRM THAT IS BEING USED AS A TRAVELWAY, DRIVEWAY, ACCESS

RAMP, ETC. SHALL BE INCIDENTAL TO ITEM 763500 - MAINTENANCE OF TRAFFIC. EXCESS HOT MIX TRM

MATERIAL SHALL BE PUSHED AHEAD AND USED IN THE NEXT SEGMENT AND SHALL BE

INCIDENTAL TO THE PARTICULAR HOT MIX TRM PAY ITEM. NO SEPARATE PAYMENT SHALL BE MADE

FOR TEMPORARY ROADWAY MATERIAL (TRM) USED TO PROTECT EDGE DROP OFFS, UNLESS THE MATERIAL

IS EVENTUALLY UTILIZED AS PART OF A PERMANENT ROADWAY AT WHICH TIME THE MATERIAL WOULD

BE PAID FOR UNDER THE RESPECTIVE CONTRACT MATERIAL ITEM. CONSTRUCTION OF A PLANNED

RUNAROUND OR DETOUR WOULD BE ELIGIBLE FOR PAYMENT AS SPECIFIED IN THE CONTRACT.

THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER FOR THE PLACEMENT OF TEMPORARY

WARNING SIGNS AND TRAFFIC CONTROL DEVICES. TEMPORARY TRAFFIC CONTROL SHALL BE

PLACED AS NOTED BELOW:

PHASE 1 - CONSTRUCTION ON THE NORTH SIDE OF 10TH STREET WILL REQUIRE A LANE CLOSURE ON

KING STREET. THE LANE CLOSURE SHALL CONFORM TO TYPICAL APPLICATION 33 OF THE DELAWARE

MUTCD.



MUTCD. CONSTRUCTION WILL ALSO REQUIRE A LANE CLOSURE ON 10TH STREET. THE LANE

CLOSURE SHALL CONFORM TO TYPICAL APPLICATION 33 OF THE DELAWARE MUTCD.



MUTCD. CONSTRUCTION WILL ALSO REQUIRE A LANE CLOSURE ON 10TH STREET. THE LANE

CLOSURE SHALL CONFORM TO TYPICAL APPLICATION 33 OF THE DELAWARE MUTCD.

PHASE 4 - CONSTRUCTION ON THE WEST SIDE OF KING STREET WILL REQUIRE A LANE CLOSURE ON


MUTCD.

IF ADJUSTMENTS TO MOT PHASING ARE NEEDED OR REQUESTED, COORDINATION THROUGH DELDOT’S

SAFETY SECTION IS REQUIRED.

1.

2.

3.

4.

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

31

67

8-0

04

\CA

DD

\CS

01

_R

OD

N.d

gn

8/2

2/2

01

111:3

0:5

1 A

M

NEW CASTLE

M.J.C.

T.A.O.


42

T200820013

N/A


WARNING SIGN LEGEND

1

18

NOT TO SCALE

NOTES:

ROAD

WORK

AHEAD

W20-1

48"x48"

ROAD

WORK

500 FT

W20-1

48"x48"

G20-2

48"x24"

ENDROAD WORK

W 10TH

STREET

SIGN DETAILG20-2 MODIFIED

6"C

36"

24"

2.25"

.875"

6"C

BLACK ON

ORANGE

N

CS-02

PERMANENT WARNINGSIGN LOCATION PLAN

NOTES:

4"

4"

4"

DELA

WA

RE A

VEN

UE

W 11TH STREET

W 12TH

STREET

E 13TH STREET

SH

IPL

EY

ST

RE

ET

N K

ING

ST

RE

ET

N F

RE

NC

H S

TR

EE

T

N W

AL

NU

T S

TR

EE

T

WIL

SO

N S

TR

EE

T

N T

AT

NA

LL

ST

RE

ET

N W

EST

ST

RE

ET

W 9TH

STREET

W 8TH

STREET

E 11TH STREET

E 12TH STREET

E 9TH STREET

BA

SSE

TT

ST

RE

ET

E 10THSTREET

N M

AR

KE

TST

RE

ET

RODNEYSQUARE

3

King

Street

10th

Street

4 5

SIGN DETAILG20-2 MODIFIED

6"C

36"

24"

2.25"

.875"

6"C

BLACK ON

ORANGE

4"

4"

4"

King

Street

10th

Street

2

1 41 5

N O

RA

NG

E S

T

1 5

1 5

G20-2 MODIFIED

(SEE SIGN DETAIL)

G20-2 MODIFIED

(SEE SIGN DETAIL)

2

2

2

3

3

3

3

1 5

3

1 5

PLACE ALL PERMANENT WARNING SIGNS PRIOR TO THE BEGINNING OF CONSTRUCTION.ALL PERMANENT WARNING SIGNS SHALL BE PAID FOR UNDER ITEM 743504 - WARNING SIGNS.

SEE INDIVIDUAL PHASING PLANS FOR PLACEMENT OF TEMPORARY WARNING SIGNS.LOCATION OF ALL PERMANENT WARNING SIGNS SHALL BE COORDINATED WITH THE ENGINEER.

ANY EXISTING SIGNS THAT CONFLICT WITH CONSTRUCTION WARNING SIGNS SHALL BE COVERED,AS DIRECTED BY THE ENGINEER.

ALL PERMANENT SIGNS SHALL BE POST MOUNTED ON NCHRP REPORT 350 APPROVEDBREAKAWAY SUPPORTS UNLESS OTHERWISE NOTED ON THESE PLANS, AS DIRECTED BYTHE ENGINEER, OR ONE OF THE FOLLOWING CONDITIONS APPLY:

A) A UTILITY CONFLICT EXISTS THAT PREVENTS THE BREAKWAY SUPPORTS FROM BEING DRIVEN INTO THE GROUND (ALL UTILITY CONFLICTS MUST BE VERIFIED BY THE INSPECTOR), OR B) MATERIAL OTHER THAN COMMON EARTH, SUCH AS CONCRETE, HOT MIX ASPHALT, BRICK, ETC.PREVENTS DRIVING THE POSTS AND SUPPORTS INTO THE GROUND.

WARNING SIGNS WHICH REQUIRE THE PLACEMENT OF A STREET NAME PLAQUE WILL NOT BEPAID FOR UNLESS STREET NAME PLAQUE (G20-2 MODIFIED) IS IN PLACE.

1.

2.

3.

4.

5.

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

31

67

8-0

04

\CA

DD

\CS

02

_R

OD

N.d

gn

8/2

2/2

01

11

1:3

1:1

5 A

M

NEW CASTLE

M.J.C.

T.A.O.


42

T200820013

N/A


N

MARKET STREET

10

TH

ST

RE

ET

KING STREET

11

TH

ST

RE

ET

SCALE

FEET

0 20 40 6019

CS-03

STEEL

RAILING

BU

S S

HE

LT

ER

S62^03’0

0.1

2"E

1

2

3

4

5

6

SEQUENCE OF CONSTRUCTION - PHASE 1

FLAGGER

END

ROAD WORK

PHASE

BARRICADE, TYPE 3

CONSTRUCTION WARNING SIGN

PHASING TRAFFIC FLOW ARROW

DRUM - TRAFFIC CONTROL

CONSTRUCTION WARNING SIGN LOCATION

CONSTRUCTION PHASING,M.O.T., AND EROSION

CONTROL PLAN - PHASE 1

R9-9

24" X 12"

FLAGGER CONTROLLED

CONSTRUCTION ENTRANCE

R9-9

24" X 12"

R9-9

24" X 12"

INSTALL

CHAIN

LINK

FENCE

125’ TAPER

PHASE 1

PHASE 1

PH

AS

E 1

PH

AS

E 1

PH

AS

E 1

PH

AS

E 1

PH

AS

E 1

PH

AS

E 1

PHASE 1

PHASE 1

5’ MIN.

5’ MIN.

7

1

W20-7a

48" X 48"

3

5

7



RIGHT LANE

CLOSED

AHEAD

W9-3-DE

48" X 48"

W4-2

48" X 48"

100’

100’

100’

WORK AREA - ACTIVE PHASE

CONSTRUCTION PHASING AND M.O.T.

TEMPORARY CHAIN LINK FENCE

ARROW PANEL, TYPE C

INSTALL

CHAIN

LINK

FENCE

4

4

5

10’

PLACE ALL PERTINENT TRAFFIC CONTROL DEVICES FOR PHASE 1 AS SHOWN ON THIS PLAN AND THE

PERMANENT WARNING SIGN LOCATION PLAN (SEE SHEET CS-02).

INSTALL PEDESTRIAN DETOUR FOR PHASE 1 CONSTRUCTION (SEE SHEET 25).

INSTALL CHAIN LINK FENCE WITH LOCKED GATED ACCESS. FENCE SHALL REMAIN INTACT DURING

PHASE 1 CONSTRUCTION FOR PEDESTRIAN SAFETY.

INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES FOR PHASE 1.

CLEAR AND GRUB WORK AREA FOR PHASE 1 CONSTRUCTION BETWEEN STA. 101+00 AND STA. 103+00 LT.

EXCAVATE FOR AND CONSTRUCT STRUCTURAL CELLS AND SIDEWALK BETWEEN STA. 101+00 AND STA.

103+00 LT.

STABILIZE ALL DISTURBED AREAS PRIOR TO THE BEGINNING OF PHASE 2 CONSTRUCTION.

BUS SHELTERS ON 10TH STREET SHALL REMAIN ACCESSIBLE DURING PHASE 1 CONSTRUCTION.8

8

8

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

31

67

8-0

04

\CA

DD

\CS

03

_R

OD

N.d

gn

8/2

2/2

01

111:3

1:5

1 A

M

NEW CASTLE

M.J.C.

T.A.O.


42

T200820013

N/A

10

0+

00

101+

00

10

2+

00

10

3+

00

103+

75

POB 100+00.00

POE 103+75.00

200+00 201+00 202+00 203+00 203+80

PO

E 2

03+

79.6

8

S62^03’0

0.1

2"E

N27^48’32.63"E



3"

3"

"

TP#103

TP#102 TP#2

FP FP FP

U

PM PM

U

U

3" PVC

2" DRAIN

WATER

FOUNTAIN

BU

S S

HE

LT

ER

BU

S S

HE

LT

ER

15"12"12"

20"

18"

3"

1"

6" 6"

2"

20"

16"

2"

8"

20"

20"

20"

20"

10"

5"

15"

12" 12" 8"

10"

12"

16"

PMPM

STATUE

CONC. PAVERS

CONC. PAVERS

CO

NC

.

PA

VE

RS

6" 6" 6" 6"

14" 12" 4" 7"

17" 13" 13" 11"

12"16"

15"

17"

15"

4" 4"

9"

6"

7"

7"

11"15"

PMPMPM

STEEL

RAILING

CONC.

PAVERS ST

EE

L

RA

ILIN

G

BIT. CONC.

GRASS

BIT. CONC.

GR

AN

ITE

CU

RB

GR

AN

ITE

CU

RB

STONE CURB


STONE CURB

ST

ON

E C

UR

B

ST

ON

E C

UR

B


STONE CURB

ST

ON

E C

UR

B

ST

ON

E C

UR

B

BIT. CONC.

BIT. CONC.

BIT. CONC.

BIT. CONC.

BENCHBENCH

BENCH

BENCHBENCH

BENCHBENCH

BENCH BENCH

BENCH BENCH

BENCH

BENCH

BENCH BENCH BENCH

BENCH BENCH

BENCH BENCH BENCH

BENCHBENCHBENCH

BENCH

BENCH

BENCH

BENCHBENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCHBENCH

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

HB

EN

CH

BE

NC

HB

EN

CH

BE

NC

HB

EN

CH

BE

NC

H

UTILITY

BLDG-

1-STORY

EXISTING R/W

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

26-035.20-117

COURT HOUSE, LLC

INSTR#: 20081219-0080612

EX

IST

ING

R/W

EX

IST

ING

R/W

EX

IST

ING

R/W

80’

42.7

5’

32

.75

’

65.5

’

69’

24.5’ 44.5’

69’

EX

IST

ING

R/W

EX

IST

ING

R/W

26-035.20-098

CITY OF WILMINGTON

D.R. N/A

26-035.20-099

CITY OF WILMINGTON

D.R. N/A

26-035.20-039


INSTR#: 20030828-0105475


LO

C

LO

C

LO

C

LOC

LOC

LOC

LO

C

LOC

LO

C

LOCLOCTCE

TC

E

TCETCETCE

1-R

CW-W 1"

CW-W

CW-WCW-W

CW-W CW-W

CW-W CW-W

CW-WCW-W

CW-W

CW-W

CW-W 1.5" CW-W 1.5"

CW-W 1"

CW-W 1.5"

CW-W 1"

CW-W 1"

CW-W 1"

1.5

" C

W-W

CW-W 1"

CW-W 1"

CW-W 1"

CW-W 1"

CW

-W

1.5

"

CW-W 1"

CW-W 1"

CW-W 1" CW-W 1"

CW-W 1.5"

CW-W 1"

12" TC

VERATT-C

EB

U

EB

EB

EB

EB

EB

EX

-SIG

EX-SIG

EX

-SIG

EX-SIG

EX

-SIG

EX

-SIG

EX-SIG

EBEB

EX-SIG

EX-SIG

EX

-SIG

CW

-S 2

4" U

NK

?

DP-E

DP

-E

DP-E

DP

-E

DP-E

DP-E

DP-E

DP-E

DP

-E

DP

-E

CW

-EC

W-E

CW

-E

CW

-E

CW-E

CW

-E

CW-E

CW

-E

DP-E

CW-E

DP-E

DP-E

CW

-E

CW

-E

CW-E

CW-E

CW

-E

CW-E

CW

-E

DP-G

DP

-G

DP

-G

DP-G

DP

-G

DP-G

EX-SIG

EX

-SIG

MC

I-C

MC

I-C

MCI-C

MC

I-C

MCI-C

CW

-E

EB

EB

EB

EB

EB

EB

EBEB

EBEBEB

EB

EB EB

EB

EB EB

EB

CW

-E

CW

-E

CW

-E

CW

-E

CW

-E

CW

-E

EBCW-E

CW-E

CW-E

CW

-E

U

U

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW

-E

EB

EB

EB

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW

-E

CW

-E

CW-E

CW

-EC

W-E

CW-E

CW-E

CW-E

CW-E

CW

-E

CW

-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW

-E

CW

-E

CW

-E

CW

-E

CW

-E

CW-E

CW

-EC

W-E

CW-E

CW-E CW-E

CW

-E

CW

-E

CW

-E

DP

-E

DP

-E

DP-E DP-E DP-E

DP

-ED

P-E

DP

-E

CW

-E

CJB

CW

-W 1

2"

15" RCP

15" R

CPC

W-S

15"

24" TC

12" TC

CW

-S 1

2"

12" RCP

12"

RC

P

4" PVC

12" TC

CW

-S 1

5"

CW

-S

CW

-S

4" PVC

CW

-S

CW-S 8" TC

CW

-S 2

4" U

NK

CW-S

CW

-S

CW

-S

CW-S

CW-S

CW

-S

CW-S 8" TC

CW

-S 4

"

8" C

W-S

8" C

W-S

CW-W 4" PVC

CW-S

CW-W 4" PVC

CW

-S

CW-S

CW-S

CW

-S

CW-S

CW-S

CW-S CW-SCW-S

CW-SCW-S

CW

-S

CW-S

CW-S CW-S

CW

-S

CW-S

EX-SIG

CW

-S 1

5"

CW-S

WV

WV

WV

WVWV

WV WV

WV

WV

WV

WV

WV

WV

WV

WVWV

WV

WV

WV

WV

WV

WV

WV

WV

CW-W 16"

CW-W 16"

CW-W 16"

CW-W 16"

CW

-W 2

0"

30

"

24

" C

W-W

CW-W 16"

CW

-W 2

4"

CW

-W 3

0"

CW

-W 2

4"

CW-W 12"

CW

-W 1

6"

CW-W 12" CW-W 12"

CW

-W

CW-W

CW

-W

CW

-W

CW-W

CW

-W 3

0"

CW-W

CW

-W 3

0"

CW

-W 2

4"

CW-W 8"

CW

-W 8"

CW-W 8"

CW

-W 8

"

CW

-W 4

"

CW

-W 4

"

CW

-W 8

"

CW

-W

CW

-W

CW-W 1"

CW-W

CW-WCW-W

CW-W CW-W

CW-W CW-W

CW-WCW-W

CW-W

CW-W

CW-W 1.5" CW-W 1.5"

CW-W 1"

CW-W 1.5"

CW-W 1"

CW-W 1"

CW-W 1"

1.5

" C

W-W

CW-W 1"

CW-W 1"

CW-W 1"

CW-W 1"

CW

-W

1.5

"

CW-W 1"

CW-W 1"

CW-W 1" CW-W 1"

CW-W 1.5"

CW-W 1"

VENTUNOFFICIAL WEBSITE COPY

N

MARKET STREET

10

TH

ST

RE

ET

KING STREET

11

TH

ST

RE

ET

SCALE

FEET

0 20 40 6020

CS-04

STEEL

RAILING

BU

S S

HE

LT

ER

S62^03’0

0.1

2"E

1

2

3

4

5

6




FLAGGER CONTROLLED


R9-9

24" X 12"

R9-9

24" X 12"

R9-9

24" X 12"

PHASE 2

PHASE 2

PH

AS

E 2

PH

AS

E 2

PH

AS

E 2

PHASE 2

PHASE 2

PH

AS

E 2

PH

AS

E 2

1

6

W20-7a

48" X 48"

5

4



100’

W4-2

48" X 48"

W9-3-DE

48" X 48"

RIGHT LANE

CLOSED

AHEAD

100’

125’ TAPER

100’

10’

10

’

6






EXCAVATE FOR AND CONSTRUCT PROPOSED SIDEWALK BETWEEN STA. 101+00 AND STA.

102+000 LT.


BUS SHELTER SHALL REMAIN ACCESSIBLE DURING PHASE 2 CONSTRUCTION.7

7

3

10

’

13’PH

AS

E 2

PH

AS

E 2

MATCH LINE STA. 103+75

80’

(BU

S A

CC

ES

S O

NL

Y)

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

31

67

8-0

04

\CA

DD

\CS

04

_R

OD

N.d

gn

8/2

2/2

01

111:3

2:2

4 A

M

NEW CASTLE

M.J.C.

T.A.O.


42

T200820013

N/A

10

0+

00

101+

00

10

2+

00

10

3+

00

103+

75

POB 100+00.00

POE 103+75.00

200+00 201+00 202+00 203+00 203+80

PO

E 2

03+

79.6

8

S62^03’0

0.1

2"E

N27^48’32.63"E



3"

3"

"

TP#103

TP#102 TP#2

FP FP FP

U

PM PM

U

U

3" PVC

2" DRAIN

WATER

FOUNTAIN

BU

S S

HE

LT

ER

BU

S S

HE

LT

ER

15"12"12"

20"

18"

3"

1"

6" 6"

2"

20"

16"

2"

8"

20"

20"

20"

20"

10"

5"

15"

12" 12" 8"

10"

12"

16"

PMPM

STATUE

CONC. PAVERS

CONC. PAVERS

CO

NC

.

PA

VE

RS

6" 6" 6" 6"

14" 12" 4" 7"

17" 13" 13" 11"

12"16"

15"

17"

15"

4" 4"

9"

6"

7"

7"

11"15"

PMPMPM

STEEL

RAILING

CONC.

PAVERS ST

EE

L

RA

ILIN

G

BIT. CONC.

GRASS

BIT. CONC.

GR

AN

ITE

CU

RB

GR

AN

ITE

CU

RB

STONE CURB


STONE CURB

ST

ON

E C

UR

B

ST

ON

E C

UR

B


STONE CURB

ST

ON

E C

UR

B

ST

ON

E C

UR

B

BIT. CONC.

BIT. CONC.

BIT. CONC.

BIT. CONC.

BENCHBENCH

BENCH

BENCHBENCH

BENCHBENCH

BENCH BENCH

BENCH BENCH

BENCH

BENCH

BENCH BENCH BENCH

BENCH BENCH

BENCH BENCH BENCH

BENCHBENCHBENCH

BENCH

BENCH

BENCH

BENCHBENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCHBENCH

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

HB

EN

CH

BE

NC

HB

EN

CH

BE

NC

HB

EN

CH

BE

NC

H

UTILITY

BLDG-

1-STORY

EXISTING R/W

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

26-035.20-117

COURT HOUSE, LLC

INSTR#: 20081219-0080612

EX

IST

ING

R/W

EX

IST

ING

R/W

EX

IST

ING

R/W

80’

42.7

5’

32

.75

’

65.5

’

69’

24.5’ 44.5’

69’

EX

IST

ING

R/W

EX

IST

ING

R/W

26-035.20-098

CITY OF WILMINGTON

D.R. N/A

26-035.20-099

CITY OF WILMINGTON

D.R. N/A

26-035.20-039


INSTR#: 20030828-0105475


LO

C

LO

C

LO

C

LOC

LOC

LOC

LO

C

LOC

LO

C

LOCLOCTCE

TC

E

TCETCETCE

1-R

CW-W 1"

CW-W

CW-WCW-W

CW-W CW-W

CW-W CW-W

CW-WCW-W

CW-W

CW-W

CW-W 1.5" CW-W 1.5"

CW-W 1"

CW-W 1.5"

CW-W 1"

CW-W 1"

CW-W 1"

1.5

" C

W-W

CW-W 1"

CW-W 1"

CW-W 1"

CW-W 1"

CW

-W

1.5

"

CW-W 1"

CW-W 1"

CW-W 1" CW-W 1"

CW-W 1.5"

CW-W 1"

12" TC

VERATT-C

EB

U

EB

EB

EB

EB

EB

EX

-SIG

EX-SIG

EX

-SIG

EX-SIG

EX

-SIG

EX

-SIG

EX-SIG

EBEB

EX-SIG

EX-SIG

EX

-SIG

CW

-S 2

4" U

NK

?

DP-E

DP

-E

DP-E

DP

-E

DP-E

DP-E

DP-E

DP-E

DP

-E

DP

-E

CW

-EC

W-E

CW

-E

CW

-E

CW-E

CW

-E

CW-E

CW

-E

DP-E

CW-E

DP-E

DP-E

CW

-E

CW

-E

CW-E

CW-E

CW

-E

CW-E

CW

-E

DP-G

DP

-G

DP

-G

DP-G

DP

-G

DP-G

EX-SIG

EX

-SIG

MC

I-C

MC

I-C

MCI-C

MC

I-C

MCI-C

CW

-E

EB

EB

EB

EB

EB

EB

EBEB

EBEBEB

EB

EB EB

EB

EB EB

EB

CW

-E

CW

-E

CW

-E

CW

-E

CW

-E

CW

-E

EBCW-E

CW-E

CW-E

CW

-E

U

U

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW

-E

EB

EB

EB

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW

-E

CW

-E

CW-E

CW

-EC

W-E

CW-E

CW-E

CW-E

CW-E

CW

-E

CW

-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW

-E

CW

-E

CW

-E

CW

-E

CW

-E

CW-E

CW

-EC

W-E

CW-E

CW-E CW-E

CW

-E

CW

-E

CW

-E

DP

-E

DP

-E

DP-E DP-E DP-E

DP

-ED

P-E

DP

-E

CW

-E

CJB

CW

-W 1

2"

15" RCP

15" R

CPC

W-S

15"

24" TC

12" TC

CW

-S 1

2"

12" RCP

12"

RC

P

4" PVC

12" TC

CW

-S 1

5"

CW

-S

CW

-S

4" PVC

CW

-S

CW-S 8" TC

CW

-S 2

4" U

NK

CW-S

CW

-S

CW

-S

CW-S

CW-S

CW

-S

CW-S 8" TC

CW

-S 4

"

8" C

W-S

8" C

W-S

CW-W 4" PVC

CW-S

CW-W 4" PVC

CW

-S

CW-S

CW-S

CW

-S

CW-S

CW-S

CW-S CW-SCW-S

CW-SCW-S

CW

-S

CW-S

CW-S CW-S

CW

-S

CW-S

EX-SIG

CW

-S 1

5"

CW-S

RM AND CAPEX FH

WV

WV

WV

WVWV

WV WV

WV

WV

WV

WV

WV

WV

WV

WVWV

WV

WV

WV

WV

WV

WV

WV

WV

CW-W 16"

CW-W 16"

CW-W 16"

CW-W 16"

CW

-W 2

0"

30

"

24

" C

W-W

CW-W 16" CW-W 12"

CW

-W 2

4"

CW

-W 3

0"

CW

-W 2

4"

CW-W 12"

CW

-W 1

6"

CW-W 12" CW-W 12"

CW

-W

CW-W

CW

-W

CW

-W

CW-W

CW

-W 3

0"

CW-W

CW

-W 3

0"

CW

-W 2

4"

CW-W 8"

CW

-W 8"

CW-W 8"

CW

-W 8

"

CW

-W 4

"

CW

-W 4

"

CW

-W 8

"

CW

-W

CW

-W

CW-W 1"

CW-W

CW-WCW-W

CW-W CW-W

CW-W CW-W

CW-WCW-W

CW-W

CW-W

CW-W 1.5" CW-W 1.5"

CW-W 1"

CW-W 1.5"

CW-W 1"

CW-W 1"

CW-W 1"

1.5

" C

W-W

CW-W 1"

CW-W 1"

CW-W 1"

CW-W 1"

CW

-W

1.5

"

CW-W 1"

CW-W 1"

CW-W 1" CW-W 1"

CW-W 1.5"

CW-W 1"


N

SCALE

FEET

0 20 40 6021

CS-05

CONSTRUCTION PHASING,

M.O.T., AND EROSION


RIGHT LANE

CLOSED

AHEAD


10

TH

ST

RE

ET

1

10

’

FRENCH STREET

W9-3-DE

48" x 48"

13

5’

TA

PE

R

PH

AS

E 2

PH

AS

E 2

13’

PH

AS

E 2

PH

AS

E 2

PH

AS

E 2

70

’ T

O K

ING

ST

W4-2R

48" x 48"1

00

’

1

2

3

4

5

6


7






EXCAVATE FOR AND CONSTRUCT PROPOSED SIDEWALK BETWEEN STA. 101+00 AND STA.

102+000 LT.


BUS SHELTER SHALL REMAIN ACCESSIBLE DURING PHASE 2 CONSTRUCTION.

PARKING ON THE SOUTH SIDE OF 10TH STREET BETWEEN KING STREET AND FRENCH STREET IS TO

REMAIN OPEN DURING PHASE 3 CONSTRUCTION.

8

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

31

67

8-0

04

\CA

DD

\CS

05

_R

OD

N.d

gn

8/2

2/2

01

11

1:3

2:4

9 A

M

NEW CASTLE

M.J.C.

T.A.O.


42

T200820013

N/A

103+

75

POE 103+75.00

TP#102

BIT. CONC.

GR

AN

ITE

CU

RB

GR

AN

ITE

CU

RB

69’

EX

IST

ING

R/W

EX

IST

ING

R/W

LOC

LO

C


N

MARKET STREET

10

TH

ST

RE

ET

KING STREET

11

TH

ST

RE

ET

SCALE

FEET

0 20 40 6022

CS-06

STEEL

RAILING

BU

S S

HE

LT

ER

S62^03’0

0.1

2"E

1

2

3

4

5

6




FLAGGER CONTROLLED


R9-9

24" X 12"

R9-9

24" X 12"

10’

PH

AS

E 3

PH

AS

E 3

PH

AS

E 3

PHASE 3

PHASE 3

PH

AS

E 3

PH

AS

E 3

PHASE 3

PHASE 3

1

6

W20-7a

48" X 48"

7

4

5



W4-2

48" X 48"

RIGHT LANE

CLOSED

AHEAD

100’


10’

10

’1

0’

13’PH

AS

E 3

PH

AS

E 3

8

7

125’ TAPER

100’ 100’

W9-3-DE

48" X 48"6

3






EXCAVATE FOR AND CONSTRUCT PROPOSED CURB AND SIDEWALK BETWEEN STA. 102+00 AND STA.

103+00 LT.





TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

31678-004\C

AD

D\C

S06_R

OD

N.d

gn

8/2

2/2

01

11

1:3

3:1

5 A

M

NEW CASTLE

M.J.C.

T.A.O.


42

T200820013

N/A

10

0+

00

101+

00

10

2+

00

10

3+

00

103+

75

POB 100+00.00

POE 103+75.00

200+00 201+00 202+00 203+00 203+80

PO

E 2

03+

79.6

8

S62^03’0

0.1

2"E

N27^48’32.63"E



3"

3"

"

TP#103

TP#102 TP#2

FP FP FP

U

PM PM

U

U

3" PVC

2" DRAIN

WATER

FOUNTAIN

BU

S S

HE

LT

ER

BU

S S

HE

LT

ER

15"12"12"

20"

18"

3"

1"

6" 6"

2"

20"

16"

2"

8"

20"

20"

20"

20"

10"

5"

15"

12" 12" 8"

10"

12"

16"

PMPM

STATUE

CONC. PAVERS

CONC. PAVERS

CO

NC

.

PA

VE

RS

6" 6" 6" 6"

14" 12" 4" 7"

17" 13" 13" 11"

12"16"

15"

17"

15"

4" 4"

9"

6"

7"

7"

11"15"

PMPMPM

STEEL

RAILING

CONC.

PAVERS ST

EE

L

RA

ILIN

G

BIT. CONC.

GRASS

BIT. CONC.

GR

AN

ITE

CU

RB

GR

AN

ITE

CU

RB

STONE CURB


STONE CURB

ST

ON

E C

UR

B

ST

ON

E C

UR

B


STONE CURB

ST

ON

E C

UR

B

ST

ON

E C

UR

B

BIT. CONC.

BIT. CONC.

BIT. CONC.

BIT. CONC.

BENCHBENCH

BENCH

BENCHBENCH

BENCHBENCH

BENCH BENCH

BENCH BENCH

BENCH

BENCH

BENCH BENCH BENCH

BENCH BENCH

BENCH BENCH BENCH

BENCHBENCHBENCH

BENCH

BENCH

BENCH

BENCHBENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCHBENCH

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

HB

EN

CH

BE

NC

HB

EN

CH

BE

NC

HB

EN

CH

BE

NC

H

UTILITY

BLDG-

1-STORY

EXISTING R/W

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

26-035.20-117

COURT HOUSE, LLC

INSTR#: 20081219-0080612

EX

IST

ING

R/W

EX

IST

ING

R/W

EX

IST

ING

R/W

80’

42.7

5’

32

.75

’

65.5

’

69’

24.5’ 44.5’

69’

EX

IST

ING

R/W

EX

IST

ING

R/W

26-035.20-098

CITY OF WILMINGTON

D.R. N/A

26-035.20-099

CITY OF WILMINGTON

D.R. N/A

26-035.20-039


INSTR#: 20030828-0105475


LO

C

LO

C

LO

C

LOC

LOC

LOC

LO

C

LOC

LO

C

LOCLOCTCE

TC

E

TCETCETCE

1-R

CW-W 1"

CW-W

CW-WCW-W

CW-W CW-W

CW-W CW-W

CW-WCW-W

CW-W

CW-W

CW-W 1.5" CW-W 1.5"

CW-W 1"

CW-W 1.5"

CW-W 1"

CW-W 1"

CW-W 1"

1.5

" C

W-W

CW-W 1"

CW-W 1"

CW-W 1"

CW-W 1"

CW

-W

1.5

"

CW-W 1"

CW-W 1"

CW-W 1" CW-W 1"

CW-W 1.5"

CW-W 1"

12" TC

VERATT-C

EB

U

EB

EB

EB

EB

EB

EX

-SIG

EX-SIG

EX

-SIG

EX-SIG

EX

-SIG

EX

-SIG

EX-SIG

EBEB

EX-SIG

EX-SIG

EX

-SIG

CW

-S 2

4" U

NK

?

DP-E

DP

-E

DP-E

DP

-E

DP-E

DP-E

DP-E

DP-E

DP

-E

DP

-E

CW

-EC

W-E

CW

-E

CW

-E

CW-E

CW

-E

CW-E

CW

-E

DP-E

CW-E

DP-E

DP-E

CW

-E

CW

-E

CW-E

CW-E

CW

-E

CW-E

CW

-E

DP-G

DP

-G

DP

-G

DP-G

DP

-G

DP-G

EX-SIG

EX

-SIG

MC

I-C

MC

I-C

MCI-C

MC

I-C

MCI-C

CW

-E

EB

EB

EB

EB

EB

EB

EBEB

EBEBEB

EB

EB EB

EB

EB EB

EB

CW

-E

CW

-E

CW

-E

CW

-E

CW

-E

CW

-E

EBCW-E

CW-E

CW-E

CW

-E

U

U

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW

-E

EB

EB

EB

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW

-E

CW

-E

CW-E

CW

-EC

W-E

CW-E

CW-E

CW-E

CW-E

CW

-E

CW

-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW

-E

CW

-E

CW

-E

CW

-E

CW

-E

CW-E

CW

-EC

W-E

CW-E

CW-E CW-E

CW

-E

CW

-E

CW

-E

DP

-E

DP

-E

DP-E DP-E DP-E

DP

-ED

P-E

DP

-E

CW

-E

CJB

CW

-W 1

2"

15" RCP

15" R

CPC

W-S

15"

24" TC

12" TC

CW

-S 1

2"

12" RCP

12"

RC

P

4" PVC

12" TC

CW

-S 1

5"

CW

-S

CW

-S

4" PVC

CW

-S

CW-S 8" TC

CW

-S 2

4" U

NK

CW-S

CW

-S

CW

-S

CW-S

CW-S

CW

-S

CW-S 8" TC

CW

-S 4

"

8" C

W-S

8" C

W-S

CW-W 4" PVC

CW-S

CW-W 4" PVC

CW

-S

CW-S

CW-S

CW

-S

CW-S

CW-S

CW-S CW-SCW-S

CW-SCW-S

CW

-S

CW-S

CW-S CW-S

CW

-S

CW-S

EX-SIG

CW

-S 1

5"

CW-S

WV

WV

WV

WVWV

WV WV

WV

WV

WV

WV

WV

WV

WV

WVWV

WV

WV

WV

WV

WV

WV

WV

WV

CW-W 16"

CW-W 16"

CW-W 16"

CW-W 16"

CW

-W 2

0"

30

"

24

" C

W-W

CW-W 16"

CW

-W 2

4"

CW

-W 3

0"

CW

-W 2

4"

CW-W 12"

CW

-W 1

6"

CW-W 12" CW-W 12"

CW

-W

CW-W

CW

-W

CW

-W

CW-W

CW

-W 3

0"

CW-W

CW

-W 3

0"

CW

-W 2

4"

CW-W 8"

CW

-W 8"

CW-W 8"

CW

-W 8

"

CW

-W 4

"

CW

-W 4

"

CW

-W 8

"

CW

-W

CW

-W

CW-W 1"

CW-W

CW-WCW-W

CW-W CW-W

CW-W CW-W

CW-WCW-W

CW-W

CW-W

CW-W 1.5" CW-W 1.5"

CW-W 1"

CW-W 1.5"

CW-W 1"

CW-W 1"

CW-W 1"

1.5

" C

W-W

CW-W 1"

CW-W 1"

CW-W 1"

CW-W 1"

CW

-W

1.5

"

CW-W 1"

CW-W 1"

CW-W 1" CW-W 1"

CW-W 1.5"

CW-W 1"


N

SCALE

FEET

0 20 40 6023

CS-07



RIGHT LANE

CLOSED

AHEAD


10

TH

ST

RE

ET

1

10

’

FRENCH STREET

W9-3-DE

48" x 48"

13

5’

TA

PE

R

PH

AS

E 3

PH

AS

E 3

13’

PH

AS

E 3

PH

AS

E 3

PH

AS

E 3

70

’ T

O K

ING

ST

1

2

3

4

5

6


7

8

8

W4-2R

48" x 48"1

00

’






EXCAVATE FOR AND CONSTRUCT PROPOSED CURB AND SIDEWALK BETWEEN STA. 102+00 AND STA.

103+00 LT.





TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

31

67

8-0

04

\CA

DD

\CS

07

_R

OD

N.d

gn

8/2

2/2

01

111:3

3:4

7 A

M

NEW CASTLE

M.J.C.

T.A.O.


42

T200820013

N/A

103+

75

POE 103+75.00

TP#102

BIT. CONC.

GR

AN

ITE

CU

RB

GR

AN

ITE

CU

RB

69’

EX

IST

ING

R/W

EX

IST

ING

R/W

LOC

LO

C


N

MARKET STREET

10

TH

ST

RE

ET

KING STREET

11

TH

ST

RE

ET

SCALE

FEET

0 20 40 6024

CS-08

STEEL

RAILING

BU

S S

HE

LT

ER

S62^03’0

0.1

2"E

1

2

3

4

5

6




R9-9

24" X 12"

100’

10’

50’ TAPER

PHASE 4

PHASE 4

PH

AS

E 4

PH

AS

E 4

PH

AS

E 4

PH

AS

E 4

PH

AS

E 4

PH

AS

E 4

PHASE 4

PHASE 4

FLAGGER CONTROLLED


1

W20-7a

48" X 48"

King

StreetG20-2

36" X 24"

6

4

5 6

RIGHT LANE

CLOSED

AHEAD

W9-3-DE

48" X 48"



RIGHT LANE

CLOSED

AHEAD

W9-3-DE

48" X 48"

100’






EXCAVATE FOR AND CONSTRUCT PROPOSED STONE CURB, SIDEWALK, AND PLANTING BED BETWEEN

STA. 200+75 AND STA. 203+00 LT.

STABILIZE ALL DISTURBED AREAS WITH TOPSOIL, SEED AND MULCH PRIOR TO REMOVAL OF SEDIMENT

CONTROL DEVICES.

3

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

31

67

8-0

04

\CA

DD

\CS

08

_R

OD

N.d

gn

8/2

2/2

01

11

1:3

4:1

8 A

M

NEW CASTLE

M.J.C.

T.A.O.


42

T200820013

N/A

10

0+

00

101+

00

10

2+

00

10

3+

00

103+

75

POB 100+00.00

POE 103+75.00

200+00 201+00 202+00 203+00 203+80

PO

E 2

03+

79.6

8

S62^03’0

0.1

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3"

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NC

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6" 6" 6" 6"

14" 12" 4" 7"

17" 13" 13" 11"

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BENCH BENCH

BENCH BENCH

BENCH

BENCH

BENCH BENCH BENCH

BENCH BENCH

BENCH BENCH BENCH

BENCHBENCHBENCH

BENCH

BENCH

BENCH

BENCHBENCH

BENCH

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1-STORY

EXISTING R/W

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EXISTING R/W

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EXISTING R/W

EXISTING R/W

26-035.20-117

COURT HOUSE, LLC

INSTR#: 20081219-0080612

EX

IST

ING

R/W

EX

IST

ING

R/W

EX

IST

ING

R/W

80’

42.7

5’

32

.75

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65.5

’

69’

24.5’ 44.5’

69’

EX

IST

ING

R/W

EX

IST

ING

R/W

26-035.20-098

CITY OF WILMINGTON

D.R. N/A

26-035.20-099

CITY OF WILMINGTON

D.R. N/A

26-035.20-039


INSTR#: 20030828-0105475


LO

C

LO

C

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LOC

LOC

LOC

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TC

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CW-W

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CW-W CW-W

CW-W CW-W

CW-WCW-W

CW-W

CW-W

CW-W 1.5" CW-W 1.5"

CW-W 1"

CW-W 1.5"

CW-W 1"

CW-W 1"

CW-W 1"

1.5

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W-W

CW-W 1"

CW-W 1"

CW-W 1"

CW-W 1"

CW

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CW-W 1"

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15" RCP

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CPC

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24" TC

12" TC

CW

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12" RCP

12"

RC

P

4" PVC

12" TC

CW

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CW

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CW

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CW

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CW-S 8" TC

CW

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CW-W 4" PVC

CW-S

CW-W 4" PVC

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CW-W 16"

CW-W 16"

CW-W 16"

CW-W 16"

CW

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0"

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24

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W-W

CW-W 16"

CW

-W 2

4"

CW

-W 3

0"

CW

-W 2

4"

CW-W 12"

CW

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6"

CW-W 12" CW-W 12"

CW

-W

CW-W

CW

-W

CW

-W

CW-W

CW

-W 3

0"

CW-W

CW

-W 3

0"

CW

-W 2

4"

CW-W 8"

CW

-W 8"

CW-W 8"

CW

-W 8

"

CW

-W 4

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CW

-W 4

"

CW

-W 8

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CW

-W

CW

-W

CW-W 1"

CW-W

CW-WCW-W

CW-W CW-W

CW-W CW-W

CW-WCW-W

CW-W

CW-W

CW-W 1.5" CW-W 1.5"

CW-W 1"

CW-W 1.5"

CW-W 1"

CW-W 1"

CW-W 1"

1.5

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W-W

CW-W 1"

CW-W 1"

CW-W 1"

CW-W 1"

CW

-W

1.5

"

CW-W 1"

CW-W 1"

CW-W 1" CW-W 1"

CW-W 1.5"

CW-W 1"


SCALE: AS SHOWN30

LS-02

LANDSCAPE DETAILS

KEY

TOTAL LANDSCAPE PLANTING SCHEDULE

QUANTITY BOTANICAL NAME COMMON NAME PLANTING SIZE METHOD COMMENTS

23"

21"

8.5"

SCALE: NONE

PORTABLE DRIP IRRIGATION BAG DETAIL

SIDE VIEW

TOP VIEW

UA 4 4" CAL. B&B

QB 8 4" CAL. B&B

SCALE: NONE

TYPICAL SHADE TREE PIT DETAIL

TREE TRUNK

POLYPRO STRAPS

FILL OPENING

NOTES:

10 MIL. POLYETHYLENE - UV

TREATED AND REINFORCED

FILL OPENING ACCEPTS HOSES

UP TO 3" IN DIAMETER

INSTALL DRIP IRRIGATION BAG

OPENING ON DOWNHILL SIDE OF

SLOPE

USE 2 HOLES FOR IRRIGATION

1.

2.

3.

4.

DRIP TIMES:

2 HOLES

3 HOLES

4 HOLES

6 - 10 HOURS

2 -6 HOURS

1 - 2 HOURS

DRIP IRRIGATION DEVICE IS INCIDENTAL

TO ITEM 737523-PLANTING.

NOTE:

DRIP HOLE (TYP.)

10 MIL.

POLYETHYLENE

20 GALLON BAG

HEAVY DUTY

NYLON ZIPPER

(BOTH SIDES)

RIP-STOP

CORDING

UPHILL SIDE

OF TREE

TREE

TRUNK

HEAVY DUTY

NYLON ZIPPER

(BOTH SIDES)

TREES

PY 2 2" CAL. B&B

QUERCUS BICOLOR

PRUNUS X YEDOENSIS

SWAMP WHITE OAK

YOSHINO CHERRY

FLOWERING TREES

SHRUBS

340

PEN

BULB140 DNI

PERENNIALS/GROUNDCOVER

PENNISETUM ALOPECUROIDES ’HAMELN’

COLCHICUM SPECIOSUM

HAIRY ALUMROOT

BRISTLELEAF SEDGE

DWARF FOUNTAIN GRASS

AR 18

36

47

NO. 7

CONTAINER

CONTAINER

CONTAINER

CONTAINER

CONTAINER

CONTAINER

NO. 3

NO. 7

NO. 1

NO. 1

NO. 1

18" O.C.

12" O.C.

24" O.C.

12" O.C.

TREES PROVIDED, SEE SPECIFICATIONS

ULMUS AMERICANA ’PRINCETON’ PRINCETON ELM

28 S.Y.

173 S.Y.

201 S.Y

MULCH REQUIREMENTS (FOR INFORMATION PURPOSES ONLY):

4" THICK SHREDDED HARDWOOD MULCH FOR TREES:

(INCEDENTAL TO ITEM 737523)

4" THICK SHREDDED HARDWOOD MULCH FOR LANDSCAPE BEDS:

(IN ACCORDANCE WITH ITEM 737002 - MULCHING, PLANTS)

TOTAL MULCH REQUIRED:

IS ILEX CRENATA ’STEEDS’2 STEEDS JAPANESE HOLLY

SUZANNE DWARF FOTHERGILLA

TREES PROVIDED, SEE SPECIFICATIONS

WHITE FLOWERFOTHERGILLA GARDENII ’SUZANNE’FG 86

ABELIA X GRANDIFLORA ’ROSE CREEK’ ROSE CREEK ABELIA WHITE FLOWER

AE 8 CONTAINERNO. 7 PINK FLOWERABELIA X GRANDIFLORA ’EDWARD GOUCHER’ EDWARD GOUCHER ABELIA

HEUCHERA VILLOSA ’AUTUMN BRIDE’HA

CAREX EBURNEACE

FALSE AUTUMN CROCUSCS

NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

ALL LANDSCAPING SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION

OF THE DELAWARE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS

AND THE SPECIAL PROVISIONS FOR SECTIONS:

SECTION 737 - LANDSCAPING

THE CONTRACTOR SHALL VERIFY PLANT MATERIAL QUANTITIES SHOWN ON THE PLANS

WITH TOTALS IN THE PLANT SCHEDULE. WHERE DISCREPANCIES OCCUR BETWEEN

PLANS AND THE PLANT SCHEDULE, THE PLANS SHALL GOVERN.

THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY TO LOCATE ALL

UNDERGROUND UTILITY LINES PRIOR TO INSTALLATION OF PLANT MATERIAL.

THE CONTRACTOR SHALL ALSO BE COGNIZANT OF PROPOSED UTILITY LOCATIONS

AS SHOWN ON THE PLANS.

ALL PLANTING OPERATIONS SHALL BE UNDER THE SUPERVISION OF A CERTIFIED

LANDSCAPE PROFESSIONAL AS CERTIFIED BY A NATIONAL, STATE, OR OTHER

PROFESSIONAL RECOGNIZED ORGANIZATION.

MULCHING FOR INDIVIDUAL TREE PITS IS INCIDENTAL TO ITEM 737523 - PLANTING.

MULCHING FOR DESIGNATED PERENNIAL AND SHRUB BEDS SHALL BE DONE IN ACCORDANCE

WITH ITEM 737002 - MULCHING PLANTS.

NO PLANT MATERIAL SHALL BE PLANTED DIRECTLY IN FRONT OF ROADWAY SIGN

SITE LINES.

ALL TREES MUST BE PLANTED BEHIND THE ROADWAY HORIZONTAL CLEARANCE AS

DEFINED ON THE TYPICAL SECTIONS AND CONSTRUCTION PLANS.

FOR THE PLANT ESTABLISHMENT PERIOD AND FOR LANDSCAPE MAINTENANCE

RESPONSIBILITY FOLLOWING FINAL ACCEPTANCE, SEE ITEM 737523 - PLANTING.

ALL EXISTING TREES TO REMAIN THAT ARE DISTURBED DURING CONSTRUCTION

SHALL HAVE THE DAMAGE CORRECTED BY A CERTIFIED ARBORIST AT THE EXPENSE

OF THE CONTRACTOR.

THE CONTRACTOR SHALL WATER ALL PROPOSED PLANTINGS IMMEDIATELY

AFTER INSTALLATION AND AS NEEDED DURING THE PLANT ESTABLISHMENT PERIOD.

THE CONTRACTOR SHALL WATER ALL PROPOSED TREES BY INSTALLING A 20 GAL.

PORTABLE DRIP IRRIGATION BAG (TREEGATOR OR APPROVED EQUAL) WITH 2 DRIP

HOLES PER BAG.IRRIGATION BAGS SHALL BE REFILLED AT LEAST BIWEEKLY DURING

THE PERIOD FROM JUNE 15TH THROUGH AUGUST 30TH OF EACH YEAR OF THE DEFINED

ESTABLISHMENT PERIOD. COST SHALL INCIDENTAL TO ITEM NO. 737523 - PLANTING.

PLANTING WILL BE PAID 60% AT COMPLETION OF PLACEMENT OF MATERIAL. REMAINING

40% WILL BE PAID AFTER ALL WATERING HAS BEEN COMPLETED.

IF PRESENT, ENTIRE WIRE BASKET SHALL BE REMOVED FROM ROOT BALL AFTER TREE

IS SET IN TREE PIT.

5’-0" SQUARE

4’-0"

2’-8"

12"

SHADE TREE

TREE PIT FENCING, SEE

DETAIL SHEET DT-01

PLANTING SOIL

6" CONCRETE PAVING, SEE DETAIL (DT-02)

6" GRADED AGGREGATE BASE, SEE DETAIL (DT-02)

18" TREE ROOT BARRIER,

SEE DETAIL (DT-02)

4" GRADED AGGREGATE BASE, SEE DETAIL (DT-02)

COMPACTED SUBGRADE PER SPECIFICATIONS

4" SHREDDED HARDWOOD MULCH,

DO NOT COVER ROOT FLARE

BORROW TYPE F, HAND TAMPED

SOIL MOUND TO STEADY ROOTBALL

(DEPTH VARIES BASED ON ROOTBALL SIZE)

GEOTEXTILE, SEE DETAIL (DT-02)

GEOTEXTILE, SEE DETAIL (DT-02)

DOUBLE STACKED STRUCTURAL CELLS

BACK FILLED WITH PLANTING SOIL,

SEE DETAIL (DT-02)

SCALE: NONE

TYPICAL FLOWERING TREE PIT DETAIL

FLOWERING TREE

COMPACTED GRADED

AGGREGATE BASE

PLANTING SOIL

HAND TAMPED

MOUND TO STEADY

ROOT BALL

UNDISTURBED SOIL

5’-0" SQUARETREE PIT

MIN

.

3’-0" 1

2"

CONCRETE PAVING,

SEE SHEET. NO. 14

4" MULCH, DO NOT

COVER ROOT FLARE

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

31678-004\C

AD

D\L

S02_R

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N.d

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8/2

2/2

01

11

1:3

5:1

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M

NEW CASTLE

M.J.C.

T.A.O.


42

T200820013

N/A


THE WIRING DIAGRAMS, QUANTITY AND SIZE OF WIRES AND CONDUITS ARE

BASED UPON SELECTED STANDARD COMPONENTS OF ELECTRICAL EQUIPMENT.

MODIFICATIONS, APPROVED BY THE ENGINEER, MAY BE MADE BY THE

CONTRACTOR AT HIS EXPENSE TO ACCOMMODATE EQUIPMENT ACTUALLY

PURCHASED.

COORDINATE WORK SCHEDULE WITH OWNER. WORK WILL BE ALLOWED IN CERTAIN

AREAS AND GOVERNED BY EXISTING SECURITY REGULATIONS AT THE SITE. WORK

SHALL ALLOW FOR DAILY OPERATION OF BUS SHELTER WITHOUT INTERRUPTION.

THE CIRCUIT NUMBERS ARE FOR IDENTIFICATION PURPOSE ONLY. THE

CONTRACTOR IS RESPONSIBLE FOR BALANCING LOADS AND CORRECTLY PHASING

THE CIRCUITS IN PANELBOARDS.

ALL 120 VOLT RECEPTACLE BRANCH CIRCUITS LONGER THAN 100 FEET FROM

PANELBOARD TO LAST OUTLET SHALL UTILIZE #10AWG OR LARGER WIRES.

WHERE ELECTRICAL INSTALLATIONS DEPEND UPON WORK OF OTHER TRADES, THE

ELECTRICAL CONTRACTOR SHALL ENSURE THAT NECESSARY INSTRUCTIONS,

TEMPLATES, MATERIALS, ETC. ARE PROVIDED AND SUPERVISE THE WORK OF THE

OTHER TRADES FOR QUALITY AND CODE COMPLIANCE.

CONTRACTOR SHALL VISIT THE JOB SITE AND EXAMINE THE EXISTING CONDITIONS

THAT MAY AFFECT HIS WORK.

CONTRACTOR SHALL OBTAIN A WRITTEN PERMISSION FROM THE OWNER TO

DEENERGIZE ANY ENERGIZED BUILDING EQUIPMENT OR DISRUPT ANY

COMMUNICATION LINE.

OPENINGS AND PASSAGE OF CONDUITS OR WIREWAYS THROUGH FLOOR SLABS

AND FIRE RATED WALLS OR PARTITIONS SHALL BE PROVIDED WITH UL LISTED

FIRE RATED SLEEVING SYSTEMS AS MANUFACTURED BY PROSET SYSTEMS INC.

DO NOT INSTALL MORE THAN THREE CIRCUITS IN ONE HOMERUN UON.

NUMBER ADJACENT TO LIGHT, RECEPTACLE OR OTHER DEVICES INDICATE PANEL

SERVING THE DEVICE OR EQUIPMENT AND CIRCUIT NUMBER. PROVIDE COMPLETE

WIRING IN CONDUIT.

SERIES RATING OF CIRCUIT BREAKERS SHALL NOT BE ALLOWED UNLESS

SPECIFICALLY INDICATED ON CONTRACT DRAWINGS.

ALL WORK SHOWN ON THE DRAWINGS SHALL BE NEW UNLESS OTHERWISE NOTED.

THE EXISTING BUS SHELTERS SHALL BE KEPT OPERATIONAL DURING

CONSTRUCTION. PROVIDE TEMPORARY POWER TO KEEP EXISTING BUS SHELTERS

OPERATIONAL DURING POWER OUTAGE. OBTAIN TEMPORARY POWER FROM THE

UTILITY BUILDING OR PORTABLE GENERATOR. ALL ASSOCIATED COST SHALL BE

BORNE BY THE CONTRACTOR.

PROVIDE PULL STRINGS IN ALL EMPTY CONDUIT TO FACILITATE PULLING OF

CABLES IN FUTURE.

ALL CONDUITS SHALL BE ABLE TO FIT WITHIN THE STRUCTURAL CELL OPENINGS

AS SHOWN ON THE LANDSCAPE DRAWINGS.

PROVIDE WEATHERPROOF FITTINGS TO RECONNECT NEW CONDUITS TO EXISTING

CONDUITS THAT WILL BE REUSED TO RECONNECT BRANCH CIRCUITS TO

DECORATIVE PILLAR LIGHTS, PEDESTRIAN LIGHTS, BUS SHELTERS AND FOUNTAIN.

PROVIDE WEATHERPROOF FITTINGS TO RECONNECT NEW CONDUITS TO EXISTING

CONDUITS THAT WILL BE REUSED TO RECONNECT BRANCH CIRCUITS TO

PANELBOARDS IN UTILITY ROOM.

DRAWING

LTG

LP

LST

AMPERESA

AC

AIC

MCB MAIN CIRCUIT BREAKER

MOUNTING HEIGHT

MINIMUM

MCCB

MH

MIN

MTD

MTG MOUNTING

MOUNTED

NEUTRALN

NEC

NEMA

NO NUMBER

NOT TO SCALE

AL

AWG

ALUMINUM

BUILDING

BREAKERBKR

BLDG

C

CB

CKT

CU

CONDUIT

CIRCUIT

COPPER

DWG

EA

ELEV

ENCL

ETR

EACH

ELEVATION

ENCLOSURE

EXISTING TO REMAIN

EX, EXIST

FL

FT FOOT OR FEET

FLOOR

EXISTING

G

GFI

GFP

HZ

JB

KAIC

KV

KVA KILOVOLT AMPERE

KILOVOLT

JUNCTION BOX

HERTZ

GROUND

LIGHTING

NTS

PH

PNL

RECEPT

REQ’D

RGS

RX

PHASE

REMOVE EXISTING

RIGID GALVANIZED STEEL

REQUIRED

RECEPTACLE

PANELBOARD

SS

SW

SYS SYSTEM

SWITCH

STAINLESS STEEL

TYP

UG

UON

V

W

WP

XFMR

PHASE

TRANSFORMER

WEATHERPROOF

WIRE

VOLTS OR VOLTAGE

UNLESS OTHERWISE NOTED

UNDERGROUND

TYPICAL

LIGHTING STANDARD

OLT

TBJ

MOLDED CASE CIRCUIT BREAKER

NATIONAL ELECTRICAL CODE

NATIONAL ELECTRICAL MANUFACTURER’S

ASSOCIATION

AMPERES INTERRUPTING CAPACITY, (SYM, RMS

AMPS)

AMERICAN WIRE GAUGE

CIRCUIT BREAKER

THOUSAND AMPERES INTERRUPTING CAPACITY

GROUND FAULT PROTECTION

GROUND FAULT INTERRUPTER

LIGHTING AND APPLIANCE PANEL

DECORATIVE LIGHTING FIXTURE

TREE JUNCTION BOX

ALTERNATING CURRENT

PH

31

LI-01

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26. THE CONTRACTOR SHALL PROVIDE FOUR SETS OF RED-LINED AS BUILT TO THE

ENGINEER SHOWING OFFSETS FROM THE FACE OF CURB AND DEPTH OF

CONDUIT FROM TOP OF CURB.

ALL JUNCTION AND PULL BOXES SHALL BE LABELED WITH THEIR VOLTAGE,

PANEL AND CIRCUIT NUMBER.

INSTALLATION OF ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST EDITION

OF THE NATIONAL ELECTRICAL CODE (NFPA 70), AND ALL APPLICABLE LOCAL

CODES.

CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY ONLY AND SHALL BE INSTALLED

IN A MANNER TO PREVENT CONFLICTS WITH EQUIPMENT AND STRUCTURAL

CONDITIONS. EXPOSED CONDUITS IN BUS SHELTERS AND UTILITY ROOM SHALL

BE INSTALLED PARALLEL TO THE BEAMS AND WALLS.

PROVIDE ALL REQUIRED PULL BOXES AND JUNCTION BOXES FOR INSTALLATION

OF THE WIRING IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS AND

REQUIRED BY CODE THOUGH THE BOXES MAY NOT BE INDICATED ON THE

DRAWINGS.

PROVIDE ALL NECESSARY COMPONENTS REQUIRED FOR MAKING FINAL

CONNECTION OF ALL EQUIPMENT INSTALLED AS PART OF THIS CONTRACT.

ALL ELECTRICAL EQUIPMENT INSTALLED AGAINST CONCRETE OR MASONRY WALLS

SHALL BE INSTALLED WITH IN A 1/4 " SPACE BETWEEN THE EQUIPMENT AND THE

MOUNTING SURFACE. SPACERS SHALL BE STAINLESS STEEL, PVC OR NYLON.

DRAWINGS ARE DIAGRAMMATIC, ACTUAL LOCATION OF EQUIPMENT TO BE

DETERMINED IN THE FIELD. NEW EQUIPMENT SHALL FIT INTO AVAILABLE SPACE.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE EQUIPMENT WHICH

MEETS THE SPACE REQUIREMENT.

CONTRACTOR SHALL SUBMIT A LIST OF ALL MAJOR EQUIPMENT AND FIXTURES TO

THE ENGINEER FOR REVIEW AND APPROVAL. NO SUBSTITUTIONS WILL BE

ALLOWED WITHOUT THE PERMISSION OF THE ENGINEER IN WRITING. ALL

EQUIPMENT SHALL BE NEW AND BEAR THE MANUFACTURER’S NAME AND TRADE

NAME. ALL EQUIPMENT SHALL BE UL LISTED.

LIGHTING NOTES

LIGHTING GENERAL NOTES ABBREVIATIONS DESCRIPTIONS

NOT TO SCALETOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

31

67

8-0

04

\CA

DD

\LI0

1_

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DN

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n8

/22

/20

11

11

:35

:50

AM

NEW CASTLE

M.J.C.

T.A.O.


42

T200820013

N/A


3"

3"

"

TP#103

TP#102 TP#2

FP FP FP

U

PM PM

U

U

3" PVC

2" DRAIN

WATER

FOUNTAIN

BU

S S

HE

LT

ER

BU

S S

HE

LT

ER

15"12"12"

20"

18"

3"

1"

6" 6"

2"

20"

16"

2"

8"

20"

20"

20"

20"

10"

5"

15"

12" 12" 8"

10"

12"

16"

PMPM

STATUE

CONC. PAVERS

CONC. PAVERS

CO

NC

.

PA

VE

RS

6" 6" 6" 6"

14" 12" 4" 7"

17" 13" 13" 11"

12"16"

15"

17"

15"

4" 4"

9"

6"

7"

7"

11"15"

PMPMPM

STEEL

RAILING

CONC.

PAVERS ST

EE

L

RA

ILIN

G

BIT. CONC.

GRASS

BIT. CONC.

GR

AN

ITE

CU

RB

GR

AN

ITE

CU

RB

STONE CURB


STONE CURB

ST

ON

E C

UR

B

ST

ON

E C

UR

B


STONE CURB

ST

ON

E C

UR

B

ST

ON

E C

UR

B

BIT. CONC.

BIT. CONC.

BIT. CONC.

BIT. CONC.

BENCHBENCH

BENCH

BENCHBENCH

BENCHBENCH

BENCH BENCH

BENCH BENCH

BENCH

BENCH

BENCH BENCH BENCH

BENCH BENCH

BENCH BENCH BENCH

BENCHBENCHBENCH

BENCH

BENCH

BENCH

BENCHBENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCHBENCH

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

HB

EN

CH

BE

NC

HB

EN

CH

BE

NC

HB

EN

CH

BE

NC

H

UTILITY

BLDG-

1-STORY

12" TC

VERATT-C

EB

U

EB

EB

EB

EB

EB

EX

-SIG

EX-SIG

EX

-SIG

EX-SIG

EX

-SIG

EX

-SIG

EX-SIG

EBEB

EX-SIG

EX-SIG

EX

-SIG

CW

-S 2

4" U

NK

?

DP-E

DP

-E

DP-E

DP

-E

DP-E

DP-E

DP-E

DP-E

DP

-E

DP

-E

CW

-EC

W-E

CW

-E

CW

-E

CW-E

CW

-E

CW-E

CW

-E

DP-E

CW-E

DP-E

DP-E

CW

-E

CW

-E

CW-E

CW-E

CW

-E

CW-E

CW

-E

DP-G

DP

-G

DP

-G

DP-G

DP

-G

DP-G

EX-SIG

EX

-SIG

MC

I-C

MC

I-C

MCI-C

MC

I-C

MCI-C

CW

-E

EB

EB

EB

EB

EB

EB

EBEB

EBEBEB

EB

EB EB

EB

EB EB

EB

CW

-E

CW

-E

CW

-E

CW

-E

CW

-E

CW

-E

EBCW-E

CW-E

CW-E

CW

-E

U

U

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW

-E

EB

EB

EB

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW

-E

CW

-E

CW-E

CW

-EC

W-E

CW-E

CW-E

CW-E

CW-E

CW

-E

CW

-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW

-E

CW

-E

CW

-E

CW

-E

CW

-E

CW-E

CW

-EC

W-E

CW-E

CW-E CW-E

CW

-E

CW

-E

CW

-E

DP

-E

DP

-E

DP-E DP-E DP-E

DP

-ED

P-E

DP

-E

CW

-E

EXISTING R/W

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

26-035.20-117

COURT HOUSE, LLC

INSTR#: 20081219-0080612

EX

IST

ING

R/W

EX

IST

ING

R/W

EX

IST

ING

R/W

80’

76

’

42.7

5’

32

.75

’

65.5

’

69’

24.5’ 44.5’

69’

EX

IST

ING

R/W

EX

IST

ING

R/W

26-035.20-098

CITY OF WILMINGTON

D.R. N/A

26-035.20-099

CITY OF WILMINGTON

D.R. N/A

26-035.20-039


INSTR#: 20030828-010547510

0+

00

101+

00

10

2+

00

10

3+

00

103+

75

POB 100+00.00

POE 103+75.00

200+00 201+00 202+00 203+00 203+80

PO

E 2

03+

79.6

8

S62^03’0

0.1

2"E

N27^48’32.63"E



TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

31

67

8-0

04

\CA

DD

\LI0

2_

RO

DN

.dg

n8

/22

/20

11

11

:36

:22

AM

NEW CASTLE

M.J.C.

T.A.O.


42

T200820013

N/A

EB

CW

-EU

EB

CW

-E

EB

EBEB

CW

-E

CW

-E

CW

-E

CW

-E

CW

-E

EB

EB

CW

-E

EB

EB

U

CW-E

CW

-E

CW-E

EB EB

CW-E

CW-E

CW-E

CW

-E

CW

-E

CW-E

CW-E

CW

-E

CW-E

CW

-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW

-E

CW-E

CW

-E

CW

-E

CW

-E

CW

-E

CW-E


LO

C

LO

C

LO

C

LOC

LOC

LOC

LO

C

LOC

LO

C

LOCLOC

MARKET STREET

10

TH

ST

RE

ET

KING STREET

11

TH

ST

RE

ET

SCALE

FEET

0 20 40 60

S62^03’0

0.1

2"E

REMOVE ALL EXISTING ELECTRICAL WORK UNLESS SHOWN OTHERWISE OR

INDICATED AS EXISTING TO REMAIN.

DISCONNECT AND REMOVE ALL LIGHTING FIXTURES. REMOVE ALL ASSOCIATED

JUNCTION BOXES, EXPOSED CONDUITS AND WIRES BACK TO PANELBOARD.

DISCONNECT AND REMOVE ALL EXISTING TREE WELL RECEPTACLES. REMOVE ALL

ASSOCIATED JUNCTION BOXES, EXPOSED CONDUITS AND WIRES BACK TO

PANELBOARD.

COORDINATE DEMOLITION OF ALL ELECTRICAL DEVICES AND WIRING RELATED TO

PEDESTRIAN AND TREE LIGHTING WITH OTHER TRADES.

DISCONNECT AND REMOVE ALL EXISTING BUS SHELTERS POWER CIRCUITS.

REMOVE ALL ASSOCIATED JUNCTION BOXES, EXPOSED CONDUITS AND WIRES BACK

TO PANELBOARD.

PROVIDE TEMPORARY SEAL TO CONDUITS CONCEALED IN SLAB OR WALL THAT

WILL BE REUSED TO RECONNECT BRANCH CIRCUITS TO PANELBOARDS IN UTILITY

ROOM.

LIGHTINGDEMOLITION PLAN

N

LI-02

32SCALE

FEET

0 20 40 60

PROVIDE TEMPORARY SEAL TO CONDUITS CONCEALED IN SLAB OR WALL THAT

WILL BE REUSED TO RECONNECT DECORATIVE PILLAR LIGHTS, PEDESTRIAN LIGHTS,

BUS SHELTERS AND FOUNTAIN.

AFTER REMOVAL OF ALL CONDUITS SEAL ALL FLOOR AND WALL PENETRATIONS.

RATED SEALS SHALL BE USED WHEN SEALING PENETRATIONS IN RATED FLOORS

AND WALLS.

ALL EXISTING ELECTRICAL EQUIPMENT, DEVICES AND WIRES SHALL BE DISPOSED

OF AS DIRECTED BY THE OWNER AT NO EXTRA COST.

ANY DISTURBED SURFACE AS PART OF THE DEMOLITION WORK SHALL BE

RESTORED TO THE ORIGINAL CONDITION AFTER THE DEMOLITION WORK IS

COMPLETED.

STREET LIGHTING IS NOT PART OF THIS CONTRACT AND IS SHOWN FOR

REFERENCE ONLY.

DEMOLITION NOTES:

NOTES:

RM

C

DISCONNECT AND REMOVE ALL EXISTING WEST WATER FOUNTAIN POWER CIRCUITS.

REMOVE ALL AAOCIATED JUNCTION BOXES, EXPOSED CONDUITS AND WIRES BACK

TO SOURCE. REMOVE AND RESTORE WATER FOUNTAIN CONTROL FOR FUTURE

RELOCATION.

D1.

D2.

D3.

D4.

D5.

D6.

D7.

D8.

D9.

D10.

D11.

D12.

D13. DISCONNECT AND REMOVE TRANSFORMER AND PANELBOARD SERVING THE WEST

WATER FOUNTAIN, AND ALL ASSOCIATED EXPOSED WIRES AND CONDUITS AFTER

VERIFING THAT ALL THE CIRCUITS ARE INACTIVE.

RM

CRM

C

RM

C

RM

C

RM

C

A

C

RM

C

RM

C

RM

C

RM

C

RM

C

RM

C

RM

C

DND

DND

DND

1.

2.

3.

THE PURPOSE OF THIS PLAN IS TO IDENTIFY THE LOCATIONS

OF EXISTING CITY OF WILMINGTON ELECTRICAL THAT

WILL BE REMOVED.

REFER TO DRAWING LI-01 FOR LEGEND, ABBREVIATIONS AND

GENERAL NOTES.

REFER TO DRAWING LI-05 FOR UTILITY BUILDING EQUIPMENT

LAYOUT.

DNDDND

A

C

UTILITY BUILDING AND

EXTERIOR ELECTRICAL

BOXES

DND

A

C

DND

A

CSEE NOTE D11

A

C

RM

C

A

C


3"

3"

"

TP#103

TP#102 TP#2

FP FP FP

U

PM PM

U

U

3" PVC

2" DRAIN

WATER

FOUNTAIN

BU

S S

HE

LT

ER

BU

S S

HE

LT

ER

15"12"12"

20"

18"

3"

1"

6" 6"

2"

20"

16"

2"

8"

20"

20"

20"

20"

10"

5"

15"

12" 12" 8"

10"

12"

16"

PMPM

STATUE

CONC. PAVERS

CONC. PAVERS

CO

NC

.

PA

VE

RS

6" 6" 6" 6"

14" 12" 4" 7"

17" 13" 13" 11"

12"16"

15"

17"

15"

4" 4"

9"

6"

7"

7"

11"15"

PMPMPM

STEEL

RAILING

CONC.

PAVERS ST

EE

L

RA

ILIN

G

BIT. CONC.

GRASS

BIT. CONC.

GR

AN

ITE

CU

RB

GR

AN

ITE

CU

RB

STONE CURB


STONE CURB

ST

ON

E C

UR

B

ST

ON

E C

UR

B


STONE CURB

ST

ON

E C

UR

B

ST

ON

E C

UR

B

BIT. CONC.

BIT. CONC.

BIT. CONC.

BIT. CONC.

BENCHBENCH

BENCH

BENCHBENCH

BENCHBENCH

BENCH BENCH

BENCH BENCH

BENCH

BENCH

BENCH BENCH BENCH

BENCH BENCH

BENCH BENCH BENCH

BENCHBENCHBENCH

BENCH

BENCH

BENCH

BENCHBENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCHBENCH

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

HB

EN

CH

BE

NC

HB

EN

CH

BE

NC

HB

EN

CH

BE

NC

H

UTILITY

BLDG-

1-STORY

EXISTING R/W

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

26-035.20-117

COURT HOUSE, LLC

INSTR#: 20081219-0080612

EX

IST

ING

R/W

EX

IST

ING

R/W

EX

IST

ING

R/W

80’

76

’

42.7

5’

32

.75

’

65.5

’

69’

24.5’ 44.5’

69’

EX

IST

ING

R/W

EX

IST

ING

R/W

26-035.20-098

CITY OF WILMINGTON

D.R. N/A

26-035.20-099

CITY OF WILMINGTON

D.R. N/A

26-035.20-039


INSTR#: 20030828-0105475


LO

C

LO

C

LO

C

LOC

LOC

LOC

LO

C

LOC

LO

C

LOCLOC

10

0+

00

101+

00

10

2+

00

10

3+

00

103+

75

POB 100+00.00

POE 103+75.00

200+00 201+00 202+00 203+00 203+80

PO

E 2

03+

79.6

8

S62^03’0

0.1

2"E

N27^48’32.63"E



TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

31

67

8-0

04

\CA

DD

\LI0

3_

RO

DN

.dg

n8

/22

/20

11

11:3

6:5

1 A

M

NEW CASTLE

M.J.C.

T.A.O.


42

T200820013

N/A

CW-E

EB

EB

EB

MARKET STREET

10

TH

ST

RE

ET

KING STREET

11

TH

ST

RE

ET

SCALE

FEET

0 20 40 60

NO. STATION OFFSET ARM LIGHT STANDARD

LIGHTING STANDARD SCHEDULE

101+18.681 -68.56’ N/A DECORATIVE LIGHT STANDARD

101+82.493 -50.78’. N/A DECORATIVE LIGHT STANDARD

101+52.682 -68.86 N/A DECORATIVE LIGHT STANDARD




N

LI-03

33SCALE

FEET

0 20 40 60LIGHTING PLAN

LST

1

PB

6

21

CO

22

CO

PB

6

LST

2

PB

6 LST

4

PB

6

LST

5

PB

6LST

6

LST

3

PB

6

18

CO

14

CO

13

CO

12

CO

10

CO

9

CO

8

CO

7

CO

6

CO

5

CO

3

CO

2

CO

4

CO

1

CO

JB

SP

JB

SP

JB

SP

JB

SP

JB

SP

JB

SP

JB

SP

JB

SP

SP

JB

SP

JB

24

CO

23

CO

4

CO

JB

SP

20

CO

17

CO

16

CO

15

CO

JB

SP

NOTES:

EXISTING DECORATIVE

LIGHT NO. 2

SEE NOTE 9

EXISTING DECORATIVE

LIGHT NO. 1

SEE NOTE 9

JB

SP

EXISTING DECORATIVE

LIGHT NO. 3.

SEE NOTE 9

EXISTING DECORATIVE

LIGHT NO. 4

SEE NOTE 9

EXISTING DECORATIVE

LIGHT NO. 5

SEE NOTE 9

SEE NOTE 7 FOR

CONDUIT ACCESS

TO UTILITY BUILDING

CO

53

SDDS

SDDS

EXISTING WATER

FOUNTAIN CONDUIT

SEE NOTE 10

EXISTING JUNCTION BOXES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

BUS SHELTER NO. 1

MESSAGE BOARD SWITCH

PP3-2 SEE NOTE 6

BUS SHELTER NO. 2

MESSAGE BOARD SWITCH

PP3-2 SEE NOTE 6


GENERAL NOTES.


LAYOUT.

REFER TO DRAWING LI-07 FOR CONDUIT RUN SCHEDULE.

REFER TO DRAWING LI-08 FOR LIGHTING FIXTURE TYPE.

WORK DRAWING LI-03 WITH DRAWING LI-04. PEDESTRIAN

LIGHTING AND HOLIDAY TREE LIGHTING UNDERGROUND RACEWAY

SYSTEMS HAVE BEEN SEPARATED FOR CLARITY.

PROVIDE SINGLE UNIT LOCKABLE SWITCH 120V, SINGLE POLE

WITH RED INDICATING LIGHT IN NEMA 4 ENCLOSURE.

SQUARE D MANUAL STARTER SWITCH CLASS 2510-FW1P OR

APPROVED EQUAL. MOUNTING HEIGHT: 6 FEET ABOVE FINISHED

GRADE.

USE EXISTING CONDUITS WHEN PRACTICAL TO ACCESS THE UTILITY

BUILDING.

RECONNECT SIX NEW POLE MOUNTED PEDESTRIAN LIGHTS TO

EXISTING CIRCUIT(S) IN UTILITY BUILDING PANELBOARD PP-2.

CIRCUIT NUMBER(S) TO BE VERIFIED IN FIELD.

RECONNECT FIVE EXISTING DECORATIVE LIGHTS TO EXISTING CIRCUIT(S)

IN UTILITY BUILDING. PANELBOARD AND CIRCUIT NUMBER(S) TO BE

VERIFIED IN FIELD.

REWIRE WEST WATER FOUNTAIN POWER AND CONTROL TO NEW

PANELBOARD PP3, REINSTALL TIMER CONTROL IN A WALL MOUNTED

NEMA 4X JUNCTION BOX NEAR THE WATERFOUNTAIN. CIRCUIT 2 IN

THE UTILITY BUILDING.

25

CO

19

CO


3"

3"

"

TP#103

TP#102 TP#2

FP FP FP

U

PM PM

U

U

3" PVC

2" DRAIN

WATER

FOUNTAIN

BU

S S

HE

LT

ER

BU

S S

HE

LT

ER

15"12"12"

20"

18"

3"

1"

6" 6"

2"

20"

16"

2"

8"

20"

20"

20"

20"

10"

5"

15"

12" 12" 8"

10"

12"

16"

PMPM

STATUE

CONC. PAVERS

CONC. PAVERS

CO

NC

.

PA

VE

RS

6" 6" 6" 6"

14" 12" 4" 7"

17" 13" 13" 11"

12"16"

15"

17"

15"

4" 4"

9"

6"

7"

7"

11"15"

PMPMPM

STEEL

RAILING

CONC.

PAVERS ST

EE

L

RA

ILIN

G

BIT. CONC.

GRASS

BIT. CONC.

GR

AN

ITE

CU

RB

GR

AN

ITE

CU

RB

STONE CURB


STONE CURB

ST

ON

E C

UR

B

ST

ON

E C

UR

B


STONE CURB

ST

ON

E C

UR

B

ST

ON

E C

UR

B

BIT. CONC.

BIT. CONC.

BIT. CONC.

BIT. CONC.

BENCHBENCH

BENCH

BENCHBENCH

BENCHBENCH

BENCH BENCH

BENCH BENCH

BENCH

BENCH

BENCH BENCH BENCH

BENCH BENCH

BENCH BENCH BENCH

BENCHBENCHBENCH

BENCH

BENCH

BENCH

BENCHBENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCHBENCH

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

HB

EN

CH

BE

NC

HB

EN

CH

BE

NC

HB

EN

CH

BE

NC

H

UTILITY

BLDG-

1-STORY

EXISTING R/W

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

26-035.20-117

COURT HOUSE, LLC

INSTR#: 20081219-0080612

EX

IST

ING

R/W

EX

IST

ING

R/W

EX

IST

ING

R/W

80’

76

’

42.7

5’

32

.75

’

65.5

’

69’

24.5’ 44.5’

69’

EX

IST

ING

R/W

EX

IST

ING

R/W

26-035.20-098

CITY OF WILMINGTON

D.R. N/A

26-035.20-099

CITY OF WILMINGTON

D.R. N/A

26-035.20-039


INSTR#: 20030828-0105475


LO

C

LO

C

LO

C

LOC

LOC

LOC

LO

C

LOC

LO

C

LOCLOC

10

0+

00

101+

00

10

2+

00

10

3+

00

103+

75

POB 100+00.00

POE 103+75.00

200+00 201+00 202+00 203+00 203+80

PO

E 2

03+

79.6

8

S62^03’0

0.1

2"E

N27^48’32.63"E



TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

31678-004\C

AD

D\L

I04_R

OD

N.d

gn

8/2

2/2

01

111:3

7:2

5 A

M

NEW CASTLE

M.J.C.

T.A.O.


42

T200820013

N/A

EB

EB

EB

MARKET STREET

10

TH

ST

RE

ET

KING STREET

SCALE

FEET

0 20 40 60

SCALE

FEET

0 20 40 60

N

LI-04

34SCALE

FEET

0 20 40 60LIGHTING PLAN

JB

SP

JB

SP

JB

SP

JB

SP

JB

SP

SP

JB

JB

SP

JB

SPJB

SP

JB

SP

JB

SP

JB

SP

11

TH

ST

RE

ET

CO

43

CO

42

CO

41

CO

40

CO

39CO

38

CO

36

CO

37

CO

35

CO

34CO

33

CO

32

CO

31

CO

30

CO

28

CO

29

CO

27

CO

44

CO

50

CO

51

CO

49

CO

48CO

47

CO

46

CO

45


GENERAL NOTES.


LAYOUT.



WORK DRAWING LI-02 - PEDESTRIAN LIGHTING AND DECORATIVE

LIGHTING UNDERGROUND RACEWAY SYSTEM WITH DRAWING LI-03 -

HOLIDAY TREE LIGHTING UNDERGROUND RACEWAY SYSTEM.

SYSTEMS HAVE BEEN SEPARATED FOR CLARITY.

USE EXISTING CONDUITS WHEN PRACTICAL TO ACCESS THE UTILITY

BUILDING.

1.

2.

3.

4.

5.

6.

NOTES:

SEE NOTE 6 FOR

CONDUIT ACCESS

TO UTILITY BUILDING

TLR1

PP3-1

TLR7

PP3-13

TLR8

PP3-15

TLR6

PP3-11

TLR5

PP3-9

TLR4

PP3-7

TLR3

PP3-5

TLR2

PP3-3

TLR9

PP3-17

TLR11

PP3-21

TLR10

PP3-19

TLR12

PP3-23


N

LI-05

35

UTILITY BUILDINGSCALE: 1/4 "-1’-0"

LIGHTING DETAILS

SCALE: NONE

PLANTING SOIL

6"

6"

600V DIRECT BURIAL CONDUIT INSTALLATION

DETAIL IN STRUCTURAL CELLS

5.5" TYPICAL SPACING

BETWEEN CONDUITS

DIRECT BURIAL PVC CONDUIT

SIZE AND NUMBER OF CONDUITS

AS INDICATED ON DRAWINGS.

SECURE CONDUITS TO STRUCTURAL

CELL WITH METAL WIRE TIES.


AGGREGATE BASE

GEOTEXTILE FABRIC

6" WIDE DETECTABLE PLASTIC

ELECTRICAL TAPE FOR THE FULL

LENGTH OF TRENCH. TAPE TO

BE IMPRINTED WITH WORD

"ELECTRICAL" AT INTERVALS NOT

TO EXCEED 5’-0"

SCALE: 1/4 "-1’-0"

SECTION A - A

A

A

J

J

J

J

200A, 240/480/600V

SAFETY SWITCH (TOP)

WIREWAY (BELOW)

EXISTING PEDESTRIAN

LIGHTING CONDUIT

EXISTING PEDESTRIAN

LIGHTING CONDUIT

EXISTING TREE

LIGHTING CONDUIT

PANELBOARD PP2

TIMER

STAGE LIGHTING DISCONNECT SWITCH

150 KVA TRANSFORMER

480-120/208V, 3PH, 4W

CT COMPARTMENT

DISCONNECT SWITCH

UTILITY METER

MAIN DISTRIBUTION PANEL

PANELBOARD PP1EXISTING DECORATIVE

LIGHTING CONDUIT

EXISTING DECORATIVE

LIGHTING CONDUIT

G.E. CONTROLS

52

CO

TORK TIMER

AND CONTROLS

NEW 225A MCB,

120 /208V,3PH,

4W PANELBOARD PP3

FRONT

LIGHTING CONTROL CABINET

PANELBOARD PP2

TORK TIMER AND CONTROLS

LIGHTING CONTROL CABINET

G.E. CONTROLS

NEW 225A MCB,

120 /208V,3PH,

4W PANELBOARD PP3

NOTES:

1.

2.

3.

4.

5.


GENERAL NOTES.



ALL ELECTRIC EQUIPMENT IN THE UTILITY BUILDING IS EXISTING UON.

TERMINATE (2) 2" SPARE CONDUITS IN NEMA 1, 12" X 12" X 6" PULL BOX.

NEW JUNCTION

BOX SEE NOTE 5

NEW PULL BOX

SEE NOTE 5

150 KVA TRANSFORMER

480-208/120V, 3PH, 4W

400A 600A 400A 400A

MAIN DISTRIBUTION PANEL

GE SPECTRA SERIES POWER PANELBOARD

400A, 480-208/120V, 3PH, 4W, 10KAIC

225A

MCB

SCALE: NONE

208/120V ONE LINE DIAGRAM

UTILITY BUILDING

FROM UTILITY

COMPANY

M

NEW

PANELBOARD

PP3

PANELBOARD PP2

PP3 SEE NOTE 3

PANELBOARD PP1

PP3 SEE NOTE 2

UN

KN

OW

N

JA

ZZ

FE

ST

IVA

L

225A SEE NOTE 1

38

CO

SCALE: NONE

UNDERGROUND CONDUIT

INSTALLATION DETAIL

UNPAVED AREA

7.5" TYPICAL SPACING

BETWEEN CONDUITS

CONDUITS

NORMAL BACKFILL

PLANTING SOIL

6" WIDE PLASTIC ELECTRICAL TAPE

AS MANUFACTURED BY THE ALLEN

SYSTEM, INC., FOR THE FULL LENGTH

OF TRENCH TAPE TO BE IMPRINTED

WITH WORD "ELECTRIC" AT INTERVALS

NOT TO EXCEED 5’-0".FINISHED

GRADE12"

MIN.

6"

3"3"

6"

6"

24" MIN.

36 MAX

SEE NOTE 4

3"CLEARANCE3"CLEARANCE

M

TRANSFORMER, SIZE AS NOTED ON DRAWING

MOLDED CASE CIRCUIT BREAKER

CURRENT TRANSFORMER

UTILITY METER

UTILITY BUILDING LEGEND

SCALE: AS SHOWN

NOTES:

1.

2.

3.

4.

5.

PROVIDE 225A MOLDED CASE CIRCUIT BREAKER. MATCH

EXISTING BREAKER TYPE AND AIC RATING. COST IS INCIDENTAL

TO ITEM NO. 746905 - PANELBOARD 225 AMP - 42 CIRCUITS.

EXISTING PANELBOARD PP1, 400A MLO, 208/120V, 3PH, 4W,

22KACI, 42 POLES. G.E. MODEL AQF-3441MB.

EXISTING PANELBOARD PP2, 400A MCB, 208/120V, 3PH, 4W,

22KACI, 42 POLES. G.E. A SERIES, MODEL AWF.


EQUIPMENT IS EXISTING UON.

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

31

67

8-0

04

\CA

DD

\LI0

5_

RO

DN

.dg

n8

/22

/20

11

11

:37

:56

AM

NEW CASTLE

M.J.C.

T.A.O.


42

T200820013

N/A


SCALE: AS SHOWN36

LI-06

SCALE: NONE

TREE LIGHTING JUNCTION BOX DETAIL

LIGHTING DETAILS

OIL CITY BOLLARD CAP

NATURAL ALUM. FINISH

2 1/2 " x 5"

WIRING APERTURE

C/W GROUNDWIRE

TOP VIEW

(2) 6-32 OVAL HEAD

MACHINE SCREW

(2) 6-32 OVAL HEAD MACHINE SCREWS

GROUND FAULT CIRCUIT INTERRUPTER

DUPLEX RECEPTACLE

15A/125V - PASS & SEYMOUR #1594WCN

CAST ZINC ALLOY

BOX CAST INTO CONCRETE

WATERTIGHT-WHILE-IN-USE GFI ASSEMBLY

LOCKABLE COVERPLATE FOR GFI DUPLEX

RECEPTACLE PASS & SEYMOUR #WIUCAST1 (CAST ZINC)

18

"4

4"

28

"1

6"

12

"

3.2

81

B/G APERTURE NO. 1

B/G APERTURE NO. 2

WATERTIGHT-WHILE-IN-USE

GFI ASSEMBLY

*

*

ELEVATION

SHADE TREE

TREE PIT FENCING

8"

(TYP.)

APPROXIMATE LIMIT

OF ROOT BALL

SHADE TREE TRUNK

8" TYP.

CL

FINISH GRADE

CONCRETE BOLLARD

AND RECEPTACLE

ASSEMBLY

TREE PIT FENCING (TYP.)CONCRETE BOLLARD AND

RECEPTACLE ASSEMBLY

PLAN VIEW

FINISHED

GRADE

(2) 15A/120V GFI

DUPLEX RECEPTACLE C/W

WEATHERPROOF COVERPLATE

OPTION NATURAL FINISH

ELEVATION

NOTES:

1. POLYMER CONCRETE JUNCTION BOX WITH SOLID BOTTOM,NEMA 4X,

0.5 COF SKID RESISTANCE SURFACE. PROVIDE DRAIN HOLE.

CONDUIT JUNCTION BOX

SEE NOTE 1

CONDUIT JUNCTION BOX

SEE NOTE 1

CONCRETE BOLLARD AND

TREE LIGHTING RECEPTACLE ASSEMBLY

SCALE: NONE

44

"1

8"

(2) DUPLEX RECEPTACLE

20A, 125V AC, NEMA 4X

IN USE ENCLOSURE

6" MINIMUM FROM

EDGE OF CONCRETE

PVC CONDUIT. SIZE AND

NUMBER AS INDICATED

ON DRAWINGS

PVC CONDUIT. SIZE AND

NUMBER AS INDICATED

ON DRAWINGS

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

31678-004\C

AD

D\L

I06_R

OD

N.d

gn

8/2

2/2

01

11

1:3

8:2

9 A

M

NEW CASTLE

M.J.C.

T.A.O.


42

T200820013

N/A


SCALE: AS SHOWN37

LI-07

LIGHTING DETAILS

NOTES:

1.

2.

PANELBOARD SCHEDULE PROVIDED FOR INFORMATION ONLY. ALL

CIRCUIT BREAKERS SHOWN ARE EXISTING. CIRCUITS TO BE VERIFIED

IN FIELD.

PROVIDE COMPLETE UPDATED PANEL SCHEDULE REFLECTING NEW WORK.

LOAD SERVEDLOAD SERVEDCIRCUIT BREAKER CKT.

NO.

CKT.

NO.FRAME TRIP P P TRIP FRAME

CIRCUIT BREAKER

SPARE

SPARE

20100 1

20100 1

20100 1

20100 1

20100 1

20100 1

20 100

20 100

20 100

20 100

20 100

20 100

1 2

3 4

5 6

7 8

9 10

11 12

13 14

15 16

17 18

19 20

21 22

23 24

25 26

27 28

29 30

31 32

33 34

35 36

37 38

39 40

41 42

SPARE

SPARE

SPARE

20100 1

20100 1

20100 1

20100 1

20100 1

20100 1

20100 1

20100 1

20100 1

20100 1

20100 1

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

SPACE

225 AMP BUS

120/208 VOLTS

SURFACE MOUNTED

200 MCB

3 PHASE, 4 WIRE + GROUND

PANEL LOCATION: UTILITY BUILDING

POWER PANELBOARD PP3 (NEW)

10,000 RMS AIC

NEMA 1 ENCLOSURE

SPARE

SPARE

SPARE

SPARE

SPARE

SPACE

SPACE

SPACE

SPACE

SPACE

TREE LTG. RECEPT. TLR1 - 2#4, 1#10G












1

1

1

1

1

1

SPARE

WEST WATER FOUNTAIN 2#6, 1#10G

LOAD SERVEDLOAD SERVEDCIRCUIT BREAKER CKT.

NO.

CKT.

NO.FRAME TRIP P P TRIP FRAME

CIRCUIT BREAKER

20100 1

20100 1

20100 1

20100 1

20100 1

20100 1

1 20 100

1 20 100

1 20 100

20 100

1 20 100

1 2

3 4

5 6

7 8

9 10

11 12

13 14

15 16

17 18

19 20

21 22

23 24

25 26

27 28

29 30

31 32

33 34

35 36

37 38

39 40

41 42

20100 1

20100 1

20100 1

20100 1

20100 1

20100 1

20100 1

SPARE

SPARE

SPARE

20100 1

20100 1

20100 1

20100 1

400 AMP BUS

120/208 VOLTS

SURFACE MOUNTED

400 MCB

3 PHASE, 4 WIRE + GROUND

PANEL LOCATION: UTILITY BUILDING

POWER PANELBOARD PP2 (EXISTING)

1 20 100

1 20 100

1 20 100

1 20 100

1 20 100

1 20 100

1 20 100

1 20 100

1 20 100

100

2

LIGHTING CONTROL LC-B




XMAS TREE

AUDIO JAZZ FEST1003

-- -- --

-- -- --

-- -- --

1001003

-- -- --

-- -- --

VIDEO JAZZ FEST

100

20100

50 2

-- -- --

2

-- ----

TRAILER

11 ST LAMP POST

10TH ST BUS SIGN. LAMP POST

11TH ST. AND REC LAMP POST

TREE

10TH ST REC INSIDE LAMP POST

22,000 RMS AIC

GE "A" SERIES MODEL AWF

3 4

AMOUNT AND TYPE OF CABLE/ WIRESIZE LENGTH# OF

CONDUITSCO# B/T/O

CONDUIT RUN SCHEDULE

T1 1 T

15 FT T2 1

25 FT T3 1

16 FT T4 1

30 FT T5 1

30 FT T6 1

T7 1

T8 1

T9 1 T

T10 1

1.5 IN T11 1

T12 1

1.5 IN T13 1

T14 1

1.5 IN T15 1

TT16 1

135 FT

FROM TO

10 FT

25 FT

32 FT

35 FT

32 FT

35 FT

25 FT

30 FT

T

T

17

18

1

1

1.5 IN

2.0 IN

2.0 IN

2.0 IN

2.0 IN

1.5 IN

2.0 IN

2.0 IN

15 FT

EXISTING PANELBOARD

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

3

3

1

3

1

3

1

3

1

3

1

3

T

T

T

T

T

T

T

T

T

T

T

T

PANELBOARD PP3 2.0 IN

2.0 IN

2.0 IN

1.5 IN

2.0 IN

1.5 IN

2.0 IN

1.5 IN

2.0 IN

1.5 IN

2.0 IN

135 FT

25 FT

30 FT

10 FT

25 FT

32 FT

(2) 1#8 AWG, (1) 1#10 GROUND

(2) 1#8 AWG, (1) 1#10 GROUND

(2) 1#6 AWG, (1) 1#10 GROUND

35 FT

32 FT

37

38

1

36

1.5 IN

1.5 IN

2.0 IN

1.5 IN

2.0 IN

2.0 IN

1.5 IN

2.0 IN

(2) 1#8AWG, (8) 1#6AWG, (8) 1#4AWG, 1#10G

(8) 1#6 AWG, (8) 1#4 AWG, (1) 1#10 GROUND

LST6

OLT5

LST5

OLT4

LST4

LST3

OLT3

LST2

(6) 1#8 AWG, (2) 1#6 AWG, (1) 1#10 GROUND

(4) 1#8 AWG, (2) 1#6 AWG, (1) 1#10 GROUND

(4) 1#8 AWG, (2) 1#6 AWG, (1) 1#10 GROUND

(4) 1#8 AWG, )2) 1#6 AWG, (1) 1#10 GROUND

(4) 1#8 AWG, (2) 1#6 AWG, (1) 1#10 GROUND

(4) 1#8 AWG, (2) 1#6 AWG, (1) 1#10 GROUND

(4) 1#8 AWG, ((2) 1#6 AWG, 1) 1#10 GROUND

(2) 1#10 AWG, (1) 1#10 GROUND20 FT1.5 IN EXPOSED

(4) 1#8 AWG, (1) 1#10 GROUND2.0 IN 20 FT

1.5 IN 10 FT

50 FT

1.5 IN 10 FT

LST1

(2) 1#8 AWG, (1) 1#10 GROUND

OLT2

1.5 IN 40 FTOLT1

(2) 1#10 AWG, (1) 1#10 GROUND

(2) 1#10 AWG, (1) 1#10 GROUND

(2) 1#10 AWG, (1) 1#10 GROUND

(2) 1#10 AWG, (1) 1#10 GROUND

(2) 1#10 AWG, (1) 1#10 GROUND

(2) 1#10 AWG, (1) 1#10 GROUND

(2) 1#10 AWG, (1) 1#10 GROUND

(2) 1#10 AWG, (1) 1#10 GROUND

(2) 1#10 AWG, (1) 1#10 GROUND

(2) 1#10 AWG, (1) 1#10 GROUND

NOT USED

1

1

1

1

1

1

39

40

41

42

(2) 1#8 AWG, (1) 1#10 GROUND

TLR6 (2) 1#10, (1) 1#10 GROUND

TLR5 (2) 1#10 AWG, (1) 1#10 GROUND

(6) 1#6 AWG, (8) 1#4 AWG, (1) 1#10 GROUND

TLR4 (2) 1#10 AWG, (1) 1#10 GROUND

(4) 1#6 AWG, (8) 1#4 AWG, (1) 1#10 GROUND

TLR8 (2) 1#10 AWG, (1) 1#10 GROUND

TLR7 (2) 1#10 AWG, (1) 1#10 GROUND

TLR3 T1.5 IN

T2.0 IN 35 FT (4) 1#4 AWG, (1) 1#10 GROUND

(2) 1#10 AWG, (1) 1#10 GROUND

1 40 FTMAIN DISTRIBUTION PANEL NEW PANELBOARD PP3 2.5 IN EXPOSED

45

TLR2 (2) 1#10 AWG, (1) 1#10 GROUND

20 FT2.0 IN

10 FT1.5 INTLR1 (2) 1#10 AWG, (1) 1#10 GROUND

T

T

T

(2) 1#4 AWG, (1) 1#10 GROUND

43

44

46

47

1

3

3

1

48 3

49 1

50 3

51 1

52

3 2.0 IN 36 FT T

1 1.5 IN T

3 2.0 IN 52 FT T

1 1.5 IN (2) 1#10 AWG, (1) 1#10 GROUNDT

PANELBOARD PP3 (2) 1#8 AWG, (6) 1#10 AWG, (1) 1#10 GROUND

TLR11

TLR10

2.0 IN 40 FT T

1.5 IN (2) 1#10 AWG, (1) 1#10 GROUNDT

2.0 IN 44 FT (2) 1#10 AWG, (1) 1#10 GROUNDT

1.5 IN (2) 1#10 AWG, (1) 1#10 GROUNDTTLR12

TLR9

(2) 1#10 AWG, (1) 1#10 GROUND

(2) 1#8 AWG, (2) 1#10 AWG, (1) 1#10 GROUND

(2) 1#8 AWG, (1) 1#10 GROUND

(2) 1#10 AWG, (1) 1#10 GROUND

6 FT

6 FT

2.0 IN

8 FT

4 FT

4 FT

4 FT

4 FT

4 FT

4 FT

4 FT

4 FT

4 FT

BUS SHELTER #1

1.5 IN

NOTES

RGS

RGS

RGS

RGS

RGS

RGS

RGS

RGS

RGS

RGS

RGS

RGS

10 FT

1 1.5 IN 35 FTWATER FOUNTAIN

(2) 1#6 AWG, (8) 1#4 AWG, (1) 1#10 GROUND

(2) 1#6 AWG, (6) 1#4 AWG, (1) 1#10 GROUND

53 T

(4) 1#250 kCMIL, (1) 1#4 GROUND

(2) 1#6 AWG, (1) 1#10 GROUND

SEE NOTE 1

SEE NOTE 6

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

SEE NOTE 2

SEE NOTE 2

SEE NOTE 2

SEE NOTE 2

SEE NOTE 2

SEE NOTE 2

SEE NOTE 2

SEE NOTE 2

SEE NOTE 2

SEE NOTE 2

SEE NOTE 2

SEE NOTE 2

SEE NOTE 2

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

JB

B = BORE, T = TRENCH, O = OPEN CUT

ALL CONDUITS ARE PVC SCHEDULE 40 UON UNLESS OTHERWISE NOTED

1 JB 1.5 IN 20 FT (2) 1#10 AWG, (1) 1#10 GROUNDBUS SHELTER #2 EXPOSED (2) 1#10 AWG, (1) 1#10 GROUND

T

T

T

T

T

NOTES:

1.

2.

3.

4.

5.

6.

7.

RECONNECT SIX NEW POLE MOUNTED LIGHTING FIXTURES WITH

PHOTOCELL DIRECTLY TO EXISTING CIRCUIT IN PANELBOARD PP2.

PANELBOARD AND CIRCUIT NUMBER TO BE VERIFIED IN FIELD.

(1) PVC CONDUIT IN USE AND (2) 2" PVC CONDUITS SPARE.

PANELBOARD SCHEDULE PROVIDED FOR INFORMATION ONLY. ALL

CIRCUIT BREAKERS SHOWN ARE EXISTING. CIRCUITS TO BE VERIFIED

IN FIELD.

PROVIDE COMPLETE UPDATED PANEL SCHEDULE REFLECTING NEW WORK.

CONNECT TO LOCKABLE SWITCH IN BUS SHELTER.

CONNECT TO EXISTING BUS SHELTER #2 MESSAGE BOARD.

250 kCMIL WIRE IS INCIDENTAL TO ITEM 746905 - PANELBOARD

225 AMP - 42 CIRCUITS.

RGS - RIGID GALVANIZED STEEL

RGS, SEE NOTE 5

RGS, SEE NOTE 5

RGS, SEE NOTE 7

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

31678-004\C

AD

D\L

I07_R

OD

N.d

gn

8/2

2/2

01

11

1:3

8:5

6 A

M

NEW CASTLE

M.J.C.

T.A.O.


42

T200820013

N/A


SCALE: AS SHOWN38

LI-08

LE

NG

TH

AS

RE

QU

IRE

D

6"

4"

MINIMUM 1/2 "R.

NO.8 NON-COARSE

THREAD

1" DIAMETER

GALVANIZED

RIGID STEEL

HEXAGONAL NUT

LOCK WASHER

FLAT WASHER

ALL GALVANIZED

POLE BASE TYPE 6. SEE

DELDOT STANDARD DETAILS.

12" DIAMETER BOLT CIRCLE

FOR LIGHT POLES

1/4 " EXPANSION

JOINT FILLER

(TYPICAL)

2’-

6" (

MIN

IMU

M)

3.5" x 5.5" x 4.5" H.

DOOR OPENING FOR ANCHORAGE

AND WIRING ACCESS

ANCHOR BOLT DETAIL

SCALE: NONE

SCALE: NONE

POLE BASE PEDESTAL DETAIL

SCALE: NONE

POLE BASE PLAN

BACK OF CURB

17" DIAMETER BASE COVER

(SEE NOTE 2)

NOTES:

1. SEE LIGHTING PLAN SHEETS FOR LOCATIONS.

2. POLE BASE PEDESTAL COVER SHALL BE FLUSH

WITH THE PROPOSED FINISHED GRADE.

LIGHTING DETAILS

FIX.

TYPEDESCRIPTION MOUNTING

LAMP

NO. WATTS TYPEVOLTS

150 120METAL

HALIDE11A POST

PARKWOOD CASING LUNINAIRE, ACORN

SHAPE 199 GLOBE WITH BAND AND FINEAL,

16" DIAMETER CAST ALUMINUM ALLOY,

POLYCARBONATE GLOBE, IES TYPE III

DISTRIBUTION,PHOTO CONTROL,

COLOR: BLACK

DECORATIVE LIGHTING FIXTURE TYPE

CABLE SPLICE

CONNECTOR

LIGHTING POLE

IN-LINE CONNECTOR

FUSE (5 AMP)

POLE BASE

ACCESS DOOR

GROUNDING

BUSHING

(TYPICAL)

SCALE: NONE

FIXTURE CONNECTION DETAIL

(2) 1/#10 AWG &

(1) 1/#10 GROUND

TO LUMINAIRE

SEE CABLE RUN

SCHEDULE

SEE CABLE RUN

SCHEDULE

FOR GROUNDING SEE

TYPICAL LIGHT POLE

FOUNDATION IN

STRUCTURAL CELLS

SCALE: NONE

TYPICAL LIGHT POLE FOUNDATION IN STRUCTURAL CELLS

PLANTING SOIL

COMPACTED SUBGRADE

GEOTEXTILE FABRIC

AGGREGATE SUBBASE

VARIES"

GEOTEXTILE FABRIC, BOTTOM LAYER:

18"(450 mm) MINIMUM OVERLAP AT EXCAVATION,

AND TOP LAYER: 18"(450 mm) MINIMUM OVERLAP

PAST CONCRETE BRIDGING SLAB

3.5" x 5.5" x 4.5" H. DOOR OPENING FOR

ANCHORAGE AND WIRING ACCESS

CONCRETE SLAB EXTENDS OVER MIN. OF 4

STRUCTURAL CELL POSTS, 6 PREFERRED"

VARIES"

6"

6"

SEE POLE BASE TYPE 6 DELDOT STANDARD DETAILS

FOR REQUIRED FOOTING DEPTH

GROUND ROD 3/4 " BY 180"

EMBED 8’-0" INTO UNDISTURBED SOIL

4" MIN."

SCORED CONCRETE

PAVING, REF. PLAN

6"(152.4 mm)

AGGREGATE BASE

BOND GROUND WIRE TO POLE

WITH GROUND LUG PROVIDED

WITH POLE

#6 BARE COPPER

GROUNDING WIRE

3/4 "PVC C

PVC CONDUIT WITH CIRCUIT WIRING

(SIZE AND QUANTITY PER PLAN)

WHEN POLE IS LAST ON CIRCUIT

EXTEND 1 (ONE) CONDUIT 24" BEYOND

BASE AND CAP FOR FUTURE.

REMARKS

PARKWOOD POST, 12 FT .HIGH

1 PIECE CAST DUCTILE IRON

COLOR: BLACK

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

31

67

8-0

04

\CA

DD

\LI0

8_

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DN

.dg

n8

/22

/20

11

11

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:42

AM

NEW CASTLE

M.J.C.

T.A.O.


42

T200820013

N/A


3"

3"

"

TP#103

TP#102 TP#2

FP FP FP

U

PM PM

U

U

3" PVC

2" DRAIN

WATER

FOUNTAIN

BU

S S

HE

LT

ER

BU

S S

HE

LT

ER

15"12"12"

20"

18"

3"

1"

6" 6"

2"

20"

16"

2"

8"

20"

20"

20"

20"

10"

5"

15"

12" 12" 8"

10"

12"

16"

PMPM

STATUE

CONC. PAVERS

CONC. PAVERS

CO

NC

.

PA

VE

RS

6" 6" 6" 6"

14" 12" 4" 7"

17" 13" 13" 11"

12"16"

15"

17"

15"

4" 4"

9"

6"

7"

7"

11"15"

PMPMPM

STEEL

RAILING

CONC.

PAVERS ST

EE

L

RA

ILIN

G

BIT. CONC.

GRASS

BIT. CONC.

GR

AN

ITE

CU

RB

GR

AN

ITE

CU

RB

STONE CURB


STONE CURB

ST

ON

E C

UR

B

ST

ON

E C

UR

B


STONE CURB

ST

ON

E C

UR

B

ST

ON

E C

UR

B

BIT. CONC.

BIT. CONC.

BIT. CONC.

BIT. CONC.

BENCHBENCH

BENCH

BENCHBENCH

BENCHBENCH

BENCH BENCH

BENCH BENCH

BENCH

BENCH

BENCH BENCH BENCH

BENCH BENCH

BENCH BENCH BENCH

BENCHBENCHBENCH

BENCH

BENCH

BENCH

BENCHBENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCHBENCH

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

HB

EN

CH

BE

NC

HB

EN

CH

BE

NC

HB

EN

CH

BE

NC

H

UTILITY

BLDG-

1-STORY

EXISTING R/W

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

26-035.20-117

COURT HOUSE, LLC

INSTR#: 20081219-0080612

EX

IST

ING

R/W

EX

IST

ING

R/W

EX

IST

ING

R/W

80’

42.7

5’

32

.75

’

65.5

’

69’

24.5’ 44.5’

69’

EX

IST

ING

R/W

EX

IST

ING

R/W

26-035.20-098

CITY OF WILMINGTON

D.R. N/A

26-035.20-099

CITY OF WILMINGTON

D.R. N/A

26-035.20-039


INSTR#: 20030828-0105475


LO

C

LO

C

LO

C

LOC

LOC

LOC

LO

C

LOC

LO

C

LOCLOC

10

0+

00

101+

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10

2+

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10

3+

00

103+

75

POB 100+00.00

POE 103+75.00

200+00 201+00 202+00 203+00 203+80

PO

E 2

03+

79.6

8

S62^03’0

0.1

2"E

N27^48’32.63"E



TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

31

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42

T200820013

N/A

CW-W 1"

CW-W

CW-WCW-W

CW-W CW-W

CW-W CW-W

CW-WCW-W

CW-W

CW-W

CW-W 1.5" CW-W 1.5"

CW-W 1"

CW-W 1.5"

CW-W 1"

CW-W 1"

CW-W 1"

1.5

" C

W-W

CW-W 1"

CW-W 1"

CW-W 1"

CW-W 1"

CW

-W

1.5

"

CW-W 1"

CW-W 1"

CW-W 1" CW-W 1"

CW-W 1.5"

CW-W 1"

12" TC

VERATT-C

EB

U

EB

EB

EB

EB

EB

EX

-SIG

EX-SIG

EX

-SIG

EX-SIG

EX

-SIG

EX

-SIG

EX-SIG

EBEB

EX-SIG

EX-SIG

EX

-SIG

CW

-S 2

4" U

NK

?

DP-E

DP

-E

DP-E

DP

-E

DP-E

DP-E

DP-E

DP-E

DP

-E

DP

-E

CW

-EC

W-E

CW

-E

CW

-E

CW-E

CW

-E

CW-E

CW

-E

DP-E

CW-E

DP-E

DP-E

CW

-E

CW

-E

CW-E

CW-E

CW

-E

CW-E

CW

-E

DP-G

DP

-G

DP

-G

DP-G

DP

-G

DP-G

EX-SIG

EX

-SIG

MC

I-C

MC

I-C

MCI-C

MC

I-C

MCI-C

CW

-E

EB

EB

EB

EB

EB

EB

EBEB

EBEBEB

EB

EB EB

EB

EB EB

EB

CW

-E

CW

-E

CW

-E

CW

-E

CW

-E

CW

-E

EBCW-E

CW-E

CW-E

CW

-E

U

U

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW

-E

EB

EB

EB

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW

-E

CW

-E

CW-E

CW

-EC

W-E

CW-E

CW-E

CW-E

CW-E

CW

-E

CW

-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW-E

CW

-E

CW

-E

CW

-E

CW

-E

CW

-E

CW-E

CW

-EC

W-E

CW-E

CW-E CW-E

CW

-E

CW

-E

CW

-E

DP

-E

DP

-E

DP-E DP-E DP-E

DP

-ED

P-E

DP

-E

CW

-E

CJB

CW

-W 1

2"

15" RCP

15" R

CPC

W-S

15"

24" TC

12" TC

CW

-S 1

2"

12" RCP

12"

RC

P

4" PVC

12" TC

CW

-S 1

5"

CW

-S

CW

-S

4" PVC

CW

-S

CW-S 8" TC

CW

-S 2

4" U

NK

CW-S

CW

-S

CW

-S

CW-S

CW-S

CW

-S

CW-S 8" TC

CW

-S 4

"

8" C

W-S

8" C

W-S

CW-W 4" PVC

CW-S

CW-W 4" PVC

CW

-S

CW-S

CW-S

CW

-S

CW-S

CW-S

CW-S CW-SCW-S

CW-SCW-S

CW

-S

CW-S

CW-S CW-S

CW

-S

CW-S

EX-SIG

CW

-S 1

5"

CW-S

RM AND CAPEX FH

WV

WV

WV

WVWV

WV WV

WV

WV

WV

WV

WV

WV

WV

WVWV

WV

WV

WV

WV

WV

WV

WV

WV

CW-W 16"

CW-W 16"

CW-W 16"

CW-W 16"

CW

-W 2

0"

30

"

24

" C

W-W

CW-W 16" CW-W 12"

CW

-W 2

4"

CW

-W 3

0"

CW

-W 2

4"

CW-W 12"

CW

-W 1

6"

CW-W 12" CW-W 12"

CW

-W

CW-W

CW

-W

CW

-W

CW-W

CW

-W 3

0"

CW-W

CW

-W 3

0"

CW

-W 2

4"

CW-W 8"

CW

-W 8"

CW-W 8"

CW

-W 8

"

CW

-W 4

"

CW

-W 4

"

CW

-W 8

"

CW

-W

CW

-W

CW-W 1"

CW-W

CW-WCW-W

CW-W CW-W

CW-W CW-W

CW-WCW-W

CW-W

CW-W

CW-W 1.5" CW-W 1.5"

CW-W 1"

CW-W 1.5"

CW-W 1"

CW-W 1"

CW-W 1"

1.5

" C

W-W

CW-W 1"

CW-W 1"

CW-W 1"

CW-W 1"

CW

-W

1.5

"

CW-W 1"

CW-W 1"

CW-W 1" CW-W 1"

CW-W 1.5"

CW-W 1"

VENT

N

MARKET STREET

10

TH

ST

RE

ET

KING STREET

11

TH

ST

RE

ET

SCALE

FEET

0 20 40 6039

UT-01

BU

S S

HE

LT

ER

S62^03’0

0.1

2"E

RM

C

RM

C

RM

C

RM

C

RM

C

RM

C

RM

C

RM

C

RM

C

RM

C

RM

C

UTILITY PLAN

RM

C

RM

C

SEE NOTE 2

SEE NOTE 2

NOTES:

1.

2.

3.

THE PURPOSE OF THIS PLAN IS TO IDENTIFY THE LOCATIONS

OF EXISTING CITY OF WILMINGTON WATER AND SEWER THAT

WILL BE REMOVED.

THE EXISTING PIPE SHALL BE SAW CUT AND PLUGGED IN

ACCORDANCE WITH DELDOT STANDARD CONSTRUCTION DETAILS.

SEE LIGHTING PLANS AND DETAILS FOR CITY OF WILMINGTON

ELECTRIC FACILITIES REMOVAL AND PLACEMENT.


TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


N:\

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S01_R

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8/2

2/2

01

111:4

1:5

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NEW CASTLE

M.J.C.

T.A.O.


42

T200820013

N/A

10

0+

00

101+

00

10

2+

00

10

3+

00

103+

75

POB 100+00.00

POE 103+75.00

200+00 201+00 202+00 203+00 203+80

PO

E 2

03+

79.6

8

S62^03’0

0.1

2"E

N27^48’32.63"E



EXISTING R/W

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EX

IST

ING

R/W

EXISTING R/W

EXISTING R/W

EX

IST

ING

R/W

EX

IST

ING

R/W

EX

IST

ING

R/W

80’

42.7

5’

32

.75

’

65.5

’

69’

24.5’ 44.5’

69’

EX

IST

ING

R/W

EX

IST

ING

R/W


LO

C

LO

C

LO

C

LOC

LOC

LOC

LO

C

LOC

LO

C

LOCLOC

3"

3"

"

TP#103

TP#102 TP#2

FP FP FP

U

PM PM

U

U

3" PVC

2" DRAIN

WATER

FOUNTAIN

BU

S S

HE

LT

ER

BU

S S

HE

LT

ER

15"12"12"

20"

18"

3"

1"

6" 6"

2"

20"

16"

2"

8"

20"

20"

20"

20"

10"

5"

15"

12" 12" 8"

10"

12"

16"

PMPM

STATUE

CONC. PAVERS

CONC. PAVERS

CO

NC

.

PA

VE

RS

6" 6" 6" 6"

14" 12" 4" 7"

17" 13" 13" 11"

12"16"

15"

17"

15"

4" 4"

9"

6"

7"

7"

11"15"

PMPMPM

STEEL

RAILING

CONC.

PAVERS ST

EE

L

RA

ILIN

G

BIT. CONC.

GRASS

BIT. CONC.

GR

AN

ITE

CU

RB

GR

AN

ITE

CU

RB

STONE CURB


STONE CURB

ST

ON

E C

UR

B

ST

ON

E C

UR

B


STONE CURB

ST

ON

E C

UR

B

ST

ON

E C

UR

B

BIT. CONC.

BIT. CONC.

BIT. CONC.

BIT. CONC.

BENCHBENCH

BENCH

BENCHBENCH

BENCHBENCH

BENCH BENCH

BENCH BENCH

BENCH

BENCH

BENCH BENCH BENCH

BENCH BENCH

BENCH BENCH BENCH

BENCHBENCHBENCH

BENCH

BENCH

BENCH

BENCHBENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCH

BENCHBENCH

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

H

BE

NC

HB

EN

CH

BE

NC

HB

EN

CH

BE

NC

HB

EN

CH

BE

NC

H

UTILITY

BLDG-

1-STORY

N

MARKET STREET

10

TH

ST

RE

ET

KING STREET

11

TH

ST

RE

ET

SCALE

FEET

0 20 40 6040

SS-01

STEEL

RAILING

BU

S S

HE

LT

ER

S62^03’0

0.1

2"E

1

2

24" X 24"

1

30" X 30"

(W11-2)

1

1

1NO

PARKINGBUS

LOADING

ZONE

BUS STOPZONE

NO STOPPING

STANDING

OR PARKING

1

NOPARKING

BUS

ZONE

SNOWEMERGENCYSNOW CHAINS TIRES

REQUIRED

NOSTOPPINGTHIS SIDE

NOPARKING

BUS

ZONE

(D4-3-DE)

12" X 18"

4

DELAWARE TRANSIT CORPORATION

ROUTES

1-800-652-DART

1

1

DELAWARE TRANSIT CORPORATION

ROUTES

1-800-652-DART

(D4-3-DE)

12" X 18"

4

SIGNING LEGEND

REMOVE EXISTING SIGN

EXISTING SIGN TO REMAIN

PLACE NEW SIGN

RENEW EXISTING SIGN

REPOSITION EXISTING SIGN

1

2

3

4

5

3

(R7-4-DE)

12" X 18"

(R7-4-DE)

12" X 18"

3

CITY OF WILMINGTONJAMES M. BAKER

MAYOR

MONITORED AREADOWNTOWNWILMINGTON

VIDEO SAFETYPARTNERSHIP

PAVEMENT MARKINGS LEGEND

ITEMSYMBOL QUANTITY

A 86 SF

B 28 SF

A

C

(R7-4-DE)

12" X 18"

3

WILMINGTON

Visitors Ctr.

DuPontTheatre

5

1

4’

B

10’

NOTE:

1. THE CITY OF WILMINGTON SHALL

SUPPLY THE WILMINGTON WAYFINDING

SIGN TO THE CONTRACTOR. THE

CONTRACTOR SHALL REMOVE THE

EXISTING WOODEN SIGN SUPPORT IN

ACCORDANCE WITH ITEM 749546 AND

INSTALL THE SIGN AND CORRESPONDING

SUPPORT IN ACCORDANCE WITH ITEMS

743538 AND 749556. THE RELOCATION

OF THE EXISTING "MONITORED AREA"

SIGN SHALL BE IN ACCORDANCE WITH

ITEM 749556.

SEE NOTE 1

SEE NOTE 1

5

PERMANENT PAVEMENT STRIPING,SYMBOL/LEGEND,

ALKYD-THERMOPLASTIC (ITEM 748015)C 240 SF

16" SOLID WHITE ALKYD-THERMOPLASTIC

PERMANENT PAVEMENT STRIPING (ITEM 748015)

12" SOLID WHITE RETROREFLECTIVE PREFORMED

PATTERNED MARKINGS (ITEM 748529)

NOTE: CROSSWALK SYMBOLS SHALL BE 2’ WIDE BY 10’ LONG WITH 2’ SPACING BETWEEN

SYMBOLS.

SEE

NOTE

SIGNING AND STRIPING PLAN


XX

RW-02

RIGHT OF WAYDATA SHEET

SHEET 2 OF 2NOT TO SCALE

42

RW-02

NOT TO SCALE

PLANSHEET

NUMBEROWNERSHIP OF RECORD TITLE SOURCE

AREA TO BE ACQUIREDPROPERTY AREABEFORE ACQUISITION

(ACRE)

D=DEEDC=CALCULATEDA=ASSESMENT

AREA OCCUPIED BYEXISTING RIGHT OF WAY

(SQ. FEET / ACRES)

ACQUISITION(SQ. FEET / ACRES)

EASEMENT

PERMANENT(SQ. FEET / ACRES)

TEMPORARY(SQ. FEET / ACRES)

PROPERTY AREAREMAINING

(SQ. FEET / ACRES)

DEED RECORDOF

ACQUISTITION

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

P/ E - PERMANENT EASEMENTTCE - TEMPORARY EASEMENT

ACQUISTITION CODES

ACQUISTITIONCODE

FEE, R/ W, P/ E, TCE

REMARKSCOUNTY ASSESSMENT

PARCEL NUMBER

26-035.20-098 C - 1.2434

LEGEND

FEE AREA OF ACQUISITIONR/W AREA OCCUPIED BY EXISTING R/WP/E PERMANENT EASEMENTTCE TEMPORARY CONSTRUCTION EASEMENT

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

26-035.20-098 1.2434

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

FIGURE RW_1R_TCE AREA = 17741.0374 SQ. FT. (0.4073 ACRES)

(1-R) CITY OF WILMINGTON TCE

10TH ST/KING ST

31000 10TH STS 62^11’54.56" E 54.4973

31001 10TH ST

31002 10TH STS 62^11’54.56" E 104.9351

31003N 27^48’05.44" E 215.0455

31004S 62^11’54.56" E 26.8610

31005S 27^48’32.64" W 272.9191

31006

31007N 27^47’35.00" E 80.0252

10TH ST

KING ST

KING ST

KING ST

10TH ST

100+96.91 -124.53 635865.0145 619387.9262

101+51.41

101+51.46

102+56.40

203+17.52

203+17.53

200+44.61

100+97.13

-124.67

-102.03

-102.31

-69.61

-42.75

-42.75

-44.50

635839.5964

635819.5763

635770.6336

635960.8561

635948.3279

635706.9290

635794.2212

619436.1328

619425.5767

619518.3990

619618.6984

619642.4587

619515.1347

619350.6121

S 27^48’05.44" W

N 62^03’01.92" W

22.6325

186.2462

31000 10TH ST 100+96.91 -124.53 635865.0145 619387.9262

TCECITY OF WILMINGTON 17741.0374 / 0.4073UNKNOWN39

RIGHT OF WAY DATA AND TABULATION SHEET

SHEET 2 OF 2

UNKNOWN

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:


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unofficial website copygssdocs.deldot.delaware.gov/bids/t200820013webplans.pdf · poe 103+75.00 pob...

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