park plaza court reconstruction aldi inc … -typical existing section for park plaza court w/o...

COUNTY MAP

MILWAUKEECOUNTY

NTS

VILLAGE OF BROWN DEER

PROJECT LOCATIONN. PARK PLAZA COURTALDI'S SITE

W. BROWN DEER ROAD

N. 7

6TH

STR

EE

T

N. 7

0TH

STR

EE

T

N. 6

0TH

STR

EE

T

N. 5

1ST

STR

EE

TW. DEAN ROAD

SHEET INDEXSHEET NO SHEET TITLE

G-1 TITLE SHEET

G-2 GENERAL SYMBOLS AND ABBREVIATIONS

G-3 GENERAL PROJECT AND EROSION CONTROL NOTES

G-4 EXISTING TYPICAL SECTIONS

G-5 PROPOSED TYPICAL SECTIONS

G-6 PROPOSED TYPICAL SECTIONS

C-1 STORM WATER MANAGEMENT SITE DEMOLITION AND EROSION CONTROL

C-2 STORM WATER MANAGEMENT SITE PLAN

C-3 STORM WATER MANAGEMENT SITE LANDSCAPING PLAN

C-10 PARK PLAZA COURT PHASING & TRAFFIC PLAN

C-11 PARK PLAZA COURT REMOVAL PLAN

C-101 PARK PLAZA COURT PLAN AND PROFILE

C-102 PARK PLAZA COURT MILL AND OVERLAY

X-101 CROSS SECTIONS









D-1 DETAILS

D-2 DETAILS

WISDOT SDD 9F15 SHEET A: LOOP DETECTOR INSTALLED IN BASE COURSE WITH PB OFF RDWY

WISDOT SDD 15C5 TRAFFIC CONTROL, TWO WAY UNDIVIDED ROAD OPEN TO TRAFFIC

WISDOT SDD 15C7 SHEET B: PAVEMENT MARKING WORDS

WISDOT SDD 15C7 SHEET C: PAVEMENT MARKING ARROWS

WISDOT SDD 15C8 SHEET E: PAVEMENT MARKING (LEFT TURN LANE)

PARK PLAZA COURT RECONSTRUCTION

VILLAGE OF BROWN DEERALDI INC SITE STORMWATER MANAGEMENT

FEB 2016

REVISIONDATEREVISIONDATEDATE

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G-1TITLE SHEETFEB 2016 WAUKESHA, WISCONSIN

PARK PLAZA COURT RECONSTRUCTIONALDI INC SITE STORMWATER MANAGEMENT


SAN

W

FM

PROJECT CONTACT INFORMATION:


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G-2GENERAL SYMBOLS AND ABBREVIATIONSFEB 2016 WAUKESHA, WISCONSIN



HORIZONTAL CONTROLALL HORIZONTAL CONTROL IS BASED ON THE U.S. STATE PLANE COORDINATE SYSTEM, WI SOUTH ZONE, NAD27

CONTROL POINT ELEVATION NORTH EAST DESCRIPTION

VERTICAL CONTROLALL VERTICAL CONTROL IS BASED ON THE VILLAGE OF BROWN DEER DATUM, OBTAINED BY SUBTRACTING 580.60

FROM NGVD 29 ELEVATIONS PER SEWRPC TIE SHEETS

BENCHMARK ELEVATION NORTH EAST DESCRIPTION


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G-3GENERAL PROJECT AND EROSION CONTROL NOTESFEB 2016 WAUKESHA, WISCONSIN



TYPICAL EXISTING SECTION FORPARK PLAZA COURT W/ MEDIAN

STA 10+60 TO 17+10

CONSTRUCTION ℄

TYPICAL EXISTING SECTION FORPARK PLAZA COURT W/O MEDIAN

STA 10+60 TO 17+10

CONSTRUCTION ℄

R/W R/W

R/W R/W


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G-4EXISTING TYPICAL SECTIONSFEB 2016 WAUKESHA, WISCONSIN



TYPICAL FINISHED SECTION FORPARK PLAZA COURT W/ MEDIAN

STA 10+60 TO 17+10

CONSTRUCTION ℄

TYPICAL FINISHED SECTION FORPARK PLAZA COURT W/O MEDIAN

STA 10+60 TO 17+10

CONSTRUCTION ℄

R/W R/W

R/W R/W

SB ALIGNMENT NB ALIGNMENT

SB ALIGNMENT NB ALIGNMENT


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G-5PROPOSED TYPICAL SECTIONSFEB 2016 PARK PLAZA COURT RECONSTRUCTION

TYPICAL FINISHED SECTION FORPARK PLAZA COURTMILL AND OVERLAYSTA 17+10 TO 23+41

CONSTRUCTION ℄ALIGNMENT

R/W R/W


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G-6PROPOSED TYPICAL SECTIONSFEB 2016 PARK PLAZA COURT RECONSTRUCTION

NORTH

0

SCALE IN FEET

20 40


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C-1STORMWATER MANAGEMENT SITEDEMOLITION AND EROSION CONTROL

FEB 2016 WAUKESHA, WISCONSIN



NORTH

0

SCALE IN FEET

20 40


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C-2STORMWATER MANAGEMENT SITE PLANFEB 2016 WAUKESHA, WISCONSIN



NORTH

0

SCALE IN FEET

40 80

LANDSCAPE PLAN

LEGEND


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C-3STORM WATER MANAGEMENT SITE LANDSCAPING PLANFEB 2016 WAUKESHA, WISCONSIN




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C-10PARK PLAZA COURTPHASING & TRAFFIC PLAN




0 60 120

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RTH

0 60 120

NO

RTH


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C-11PARK PLAZA COURTREMOVAL PLAN




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RTH


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C-101PARK PLAZA COURTPLAN AND PROFILE




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C-102PARK PLAZA COURTMILL AND OVERLAY




0 60 120

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RTH


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X-101CROSS SECTIONSFEB 2016 WAUKESHA, WISCONSIN




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ST100NTS30" CONCRETE CURB & GUTTER

30"

A

B

STANDARD CURB & GUTTER

6"

1 12" RAD MAX

6"

6"

30"

STANDARD CURB HEAD

34" /FT SLOPE

34" /FT SLOPE

FLOWLINEELEVATION

TOP OF CURBELEVATION

ST500NTS18" CONCRETE CURB & GUTTER (MEDIAN)

ST104

CONTRACTIONJOINT(AS REQ'D)

PLAN VIEW

SECTION

6"

EXISTING SIDEWALK

EXG OR PROPOSED DRIVEWAY

2'

BLV

D V

AR

IES

NTS

1/2" EXPANSIONJOINT

STD C&G(REF DTL)

STD C&G(REF DTL)

7" THK CONCRETE

VA

RIE

S

WIDTH VARIES

CURB HEADTRANSITION DETAIL

3'

SIDEWALK

APRONWIDTH VARIES

CONCRETE DRIVEWAY APRON1

2 3

6"

2"

FLOWLINEELEVATION

PIPE DIA."D"

SECTION

13

4 X "D"

"D"

"D"

2.5 X "D"

PLAN

RIVERSTONE

FLOW

5

"D"

14

NTSRIVER STONE - STORM SEWER OUTLET

RIVER STONE

GEOTEXTILEFABRIC

DRIVEWAY GUTTER

CASTING:

NEENAH FOUNDRY CO R-3067 CASTING OR APPROVED EQUAL

ADJUST FRAME TO GRADE WITH (2) 2" TO 4" THICK PRECAST CONCRETE RINGS, RINGSSHALL BE REINFORCED WITH WIRE MESH OR #3 STEEL BARS. TOP RING SHALL NOT BEMORTARED UNTIL FINAL ADJUSTMENT.

MANHOLE:

SEE MANHOLE SPEC, PRECAST CONCRETE AND REINFORCEMENT SHALL CONFORM TOASTM C478. CAST IN PLACE CONCRETE AND REINFORCEMENT SHALL CONFORM TOCONCRETE SPEC

NTSCATCH BASIN DETAIL4

24"x36"OPENING

SLOTS SHALL BEORIENTED TOTHE DIRECTIONOF FLOW

INVERT EL

TC ELEV

18" M

INS

UM

P

MIN 4" WALLTHICKNESS

6"

6"

18"

A

B

6"

18"

TIPPED OUT CURB & GUTTER

STANDARD CURB & GUTTER

2"

C

6"

DRIVEWAY CURB

6"1 12" RAD MAX

1 12" RAD MAX

6"

6"

6"

18"

STANDARD CURB HEAD

34" /FT SLOPE

34" /FT SLOPE

34" /FT SLOPE

FLOWLINEELEVATION


FLOWLINEELEVATION

FLOWLINEELEVATION



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D-1DETAILSFEB 2016 WAUKESHA, WISCONSIN



1

VARIES3:1

MAX

11

92.00

18" SS PVCPIPE OUTLET

6" PERFORATED PVC PIPEUNDERDRAIN, CLEANOUTAT END

GEOTEXTILE DRAINAGE FABRICOVER DRAIN, 4' WIDEABOVE PEA GRAVEL LAYER

94.50 - CLASS II EROSION MAT SEE LANDSCAPE PLAN

92.75

92.00

TOP 98.50TOP 98.50

10' WIDE EMERGENCY SPILLWAYW/RIVER STONE - INV 97.50

96.50 - OVERFLOW

30" DIA RCP OUTFALLSTRUCTURE

INV 95.50 - 8" ORIFICE

PIPE DIA."D"

SECTION

13

8'-0

"D"

PLAN

RIVERSTONE

FLOW

"D"

"D"

14

NTSBIORETENTION DETAIL6

NTSBIORETENTION PIPE INLET/LEVEL SPREADER AND FOREBAY7

RIVER STONE

GEOTEXTILEFABRIC

20'-0

12" M

IN

6"

8'-0 MIN

4'-0

6" PERFORATEDDRAIN PIPE

SCREW IN PVC PLUG OR CAP,4" ABOVE FINISHED GRADE

FINISHED GRADE

6" PVC PIPE, ASTM D3034SDR 35

45 DEGREE BENDS

NTSCLEANOUT8

ARPON ENDWALLGEOTEXTILE FABRIC

APRON ENDWALL

21" - ENGINEERED SOIL LAYER

3" - PEA GRAVEL

6" - STORAGE LAYER

NTSBIORETENTION OUTFALL STRUCTURE

30" DIA

TRASH GRATEBOLTED TO STRUCTURERIM = 96.50

18" SS PVC EFFLUENT PIPE*6" THICK PRECAST CONCRETE BASE OR8" THICK POURED CONCRETE BASE

CLASS II PRECASTREINFORCED CONCRETE

*SEE PLAN AND OTHER DETAILS

6" PERFORATED PVC UNDERDRAINWITH FILTER SOCK*

16'-0

BOTTOM OF DEPRESSION

8" DIAMETER ORIFICE

#8 GALVANIZED BAR FRAME#6 GALVANIZED BARSGRATE @ 6" O.C.

95.50 BIORENTION LINER

BIORETENTION LINER

VEGETATION PERLANDSCAPING PLAN

LINER SEAL AT PIPEPENETRATION

MINIMUM SOIL DEPTH OF 24"BETWEEN SURFACE AND LINER

9

12"

EL 92.00EL 92.00

EL 95.50


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D-2DETAILSFEB 2016 WAUKESHA, WISCONSIN



SHOULDERHOME-RUN

CONDUIT

HOME-RUN CONDUIT

*1" BELOW GRADE

SHOULDER

CRUSHED

AGGREGATE

3’-0" MAX. OR AS SHOWN

ON THE PLAN SHEET

HOME-RUN CONDUIT

COVER AT

GRADE LEVEL

DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM

TO THE PERTINENT REQUIREMENTS OF THE CONTRACT.

AFTER SPLICING THE LOOP WIRE TO THE LOOP LEAD-IN CABLE, THE CONTRACTOR SHALL MEASURE INDUCTANCE,

GROUND RESISTANCE AND WIRE RESISTANCE AT THE CABINET END OF THE LEAD-IN CABLE AND FURNISH A COPY

OF THE READINGS TO THE PROJECT ENGINEER FOR EVALUATION.

LOOP DETECTOR LEADS SHALL BE IDENTIFIED WITH THEIR ASSOCIATED LOOP BY USE OF WATERPROOF TAGS

AT BOTH ENDS OF THE CABLE. A LISTING OF THE CABLE IDENTIFICATION PER INDIVIDUAL LOOP LEAD-IN

SHALL BE PLACED IN THE CABINET.GRADE IN SHOULDER AREAS OF CRUSHED AGGREGATE.

BACKFILL OVER COVER WITH THE CRUSHED AGGREGATE

TO BRING THE AREA TO GRADE LEVEL.

BASE COURSE

HOME-RUN

CONDUIT

B

90° ELBOW

1" PVC CONDUIT

OR BEND CONDUIT

3’-0" MAX. OR AS SHOWN

ON THE PLAN SHEET

45° ELBOW

OR BEND CONDUIT

3’ OR AS

SHOWN

SHEET

ON

PLAN

6’ OR AS SHOWN

ON PLAN SHEET

CURB

AND

GUTTER 1" PVC CONDUIT

OR BEND CONDUIT

90° ELBOW

6’ OR AS SHOWN

ON PLAN SHEET

45° ELBOW

OR BEND CONDUIT

3’ OR AS

SHOWN

SHEET

ON

PLAN

A B

PULL (SPLICE) BOX BOX

PULL

(SPLICE)

*RECESS PULL (SPLICE) BOX SO THAT THE COVER IS 3" BELOW

PULL

SPLICE

BOX

BACKFILL & COMPACT AROUND

NEW PULL (SPLICE) BOX

PULL

SPLICE

BOX

PITCH LEAD OUT CONDUIT TO DRAIN TO ROADSIDE PULL (SPLICE) BOX.

BE AS SHOWN ON THE PLANS.

LOOP SIZE, CONFIGURATION LOCATION, NUMBER OF TURNS OF WIRE AND ASSOCIATED SIGNAL PHASE SHALL

SPLICES OF LOOP WIRE TO LEAD-IN CABLE SHALL BE MADE ONLY IN PULL (SPLICE) BOXES AT THE SIDE OF THE ROAD.LOOP DETECTOR INSTALLATION DETAIL

GENERAL NOTES

TYPICAL PLAN OF LOOP DETECTOR

WITH 18" OR 24" PULL (SPLICE) BOX

SECTION A-A SECTION B-B

NO CURB & GUTTER CURB & GUTTER

NEW CONCRETE PAVEMENT

BACKFILL & COMPACT AROUND

NEW PULL (SPLICE) BOX

THE #12 AWG. LOOP WIRE IN THE PULL (SPLICE) BOX SHALL BE HAND TWISTED AT LEAST 3 TWISTS PER FOOT

BEFORE BEING SPLICED TO THE LOOP LEAD-IN CABLE.

PLACE LOOP IN CENTER OF LANE(S)PLACE LOOP IN CENTER OF LANE(S)

SHOULD INSTALLATION REPAIR BE REQUIRED, IT SHALL BE DONE UNDER THE DIRECTION OF THE PROJECT ENGINEER.

THE #12 AWG LOOP WIRE SHALL BE INSTALLED FROM THE ROADSIDE PULL (SPLICE) BOX THROUGH THE LOOP CONDUIT,

BACK TO THE ROADSIDE PULL (SPLICE) BOX, AND BE INSTALLED IN ONE, NON-SPLICE CONTINUOUS LENGTH.

3"

DEPARTMENT OF TRANSPORTATION

STATE OF WISCONSIN

APPROVED

DATE

FHWA

66

(OPTION 1)

BOX OFF ROADWAY

BASE COURSE WITH PULL (SPLICE)

LOOP DETECTOR INSTALLED INS.D.D. 9 F 15-4a

S.D.D. 9

F

15-4

a

STATE ELECTRICAL ENGINEER

NEW PAVEMENT IS INSTALLED.

PROTECTION OF THE CONDUIT IN THE BASE COURSE, SHALL BE REQUIRED AFTER INSTALLATION AND BEFORE

TO GROUND.

MEASURE GROUND RESISTANCE USING A MEGGER. REPLACE LOOP WIRE NOT ATTAINING A READING OF INFINITY

PER INSTRUCTIONS INCLUDED IN THE SPLICE KIT.

STRANDED WIRE SHALL BE USED. SPLICES SHALL BE SOLDERED AND INSULATED FROM EACH OTHER AS

PRODUCTS LIST OR AN ENGINEER APPROVED EQUAL. NON-INSULATED BUTT SPLICES TO FIT #12 AWG

SPLICES SHALL BE INSTALLED BY USING CAST IN PLACE SPLICE KITS LISTED ON THE DEPARTMENTS APPROVED

Sept. 2014 /S/ Ahmet Demirbilek

9F15 sheet a: Loop Detector Installed in Base Course with Pull (Splice) Box Off Roadway (Option 1)

500 FT

WORK

ROAD

500 FT

WORK

ROAD

END

ROAD WORK

48"x24"

END

ROAD WORK

48"x24"

WORK

ROAD

500’

WORK

ROAD

SID

ER

OA

D

AHEAD

WORK

ROADW

HIC

HE

VE

R IS

CL

OS

ER

LA

ST IN

TE

RS

EC

TIO

N,

350’

MA

X., O

R

AT

250 FT

WORK

ROAD

500’

AHEAD

250 FT

WORK

ROAD

AHEAD

MAINLINE ROADWAY UNDER CONSTRUCTION

APPROX. 250’ APPROX. 250’

CENTER OF ROADWAY

APPROX. 250’ APPROX. 250’

*

*

*

CONTROL

ADDITIONAL TRAFFIC

CONTROL DETAILS FOR

SEE OTHER TRAFFIC


STATE OF WISCONSIN

APPROVED

DATE

FHWA

66

ROAD OPEN TO TRAFFIC

OR LESS TWO-WAY UNDIVIDED

WARNING SIGNS 40 M.P.H.

TRAFFIC CONTROL, ADVANCE

S.D.D. 15

C

5-3 S

.D.D. 15

C

5-3

LEGEND

DIRECTION OF TRAFFIC

SIGN ON PERMANENT SUPPORT

WORK AREA

GENERAL NOTES

TYPICAL SIDEROAD APPROACH WARNING SIGN DETAIL

DEVICES SHALL BE ADJUSTED TO FIT FIELD CONDITIONS.

THE SPACING BETWEEN TRAFFIC CONTROL SIGNS SHOULD BE ADJUSTED

TO NOT CONFLICT WITH AND SHOULD PROVIDE A DESIRABLE MINIMUM OF

200 FEET CLEARANCE TO EXISTING SIGNS THAT WILL REMAIN IN PLACE.

SIGNS THAT WILL BE IN PLACE LESS THAN 7 CONTINUOUS DAYS AND

NIGHTS MAY BE MOUNTED ON PORTABLE SUPPORTS.

IF A "STOP" SIGN MUST BE REMOVED FOR A WORK OPERATION, A TEMPORARY

SHALL BE PROVIDED UNTIL THE SIGN IS RE-ESTABLISHED.

THE THIRD W20-1 SIGN IS REQUIRED ONLY IF THERE IS AN INTERSECTION

BETWEEN THE "ROAD WORK 500 FT" SIGN AND THE WORK ZONE. ADJUST

THE PLACEMENT OF THIS SIGN BASED ON INTERSECTION LOCATION AND

OTHER FIELD CONDITIONS.

THE EXACT NUMBER, LOCATION, AND SPACING OF ALL SIGNS AND

"STOP" SIGN SHALL BE PLACED PRIOR TO THE SIGN REMOVAL, OR A FLAGGER

AREA

WORK

G20-2A

G20-2A

SIGNS.

TO SPACE CONSTRAINTS, 36"x36" SIGNS MAY BE USED INSTEAD OF 48"x48"

ALL SIGNS ARE 48"x48" UNLESS OTHERWISE NOTED. IF NECESSARY DUE

W20-1A

W20-1A

W20-1D

W20-1 (M

OD)

W20-1D

W20-1A

W20-1 (M

OD)

SAFETY ENGINEER

STATEWIDE WORK ZONE TRAFFIC

Sept. 2015 /S/ Peter Amakobe Atepe

15C5: Traffic Control, Advance Warning Signs 40 M.P.H. or Less, Two Way Undivided Road Open to Traffic

GENERAL NOTES

DETAILS OF INSTALLATION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING

SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND

APPLICABLE SPECIAL PROVISIONS.

STATE TRAFFIC ENGINEER OF DESIGN

6’-1"

8’-

0"

8’-

0"

5’-9"

8’-

0"

6’-9"

8’-

0"

6’-9"

19’-3"

10’-

0"

SINGLE-LANE

8’-

0"

5’-3"

9’-8"

TWO-LANE

8’-

0"

/S/ Thomas N. Notbohm

8’-0"

8’-

0"

HIGHWAY ADMINISTRATION. ALL LETTERS, ARROWS AND SYMBOLS SHALL BE WHITE AND

"STANDARD ALPHABETS FOR HIGHWAY SIGNS AND PAVEMENT MARKING" BOOK BY THE FEDERAL

ARE ACCEPTABLE.

REFLECTORIZED. SMALL DIFFERENCES IN DIMENSIONS WITHIN THE TOLERANCES OF THAT BOOK

ALL LETTERS, ARROWS AND SYMBOLS SHALL BE IN CONFORMANCE WITH REQUIREMENTS INCLUDED IN


STATE OF WISCONSIN

APPROVED

DATE

FHWA

66

S.D.D. 15

C

7-12b S

.D.D. 15

C

7-12

b

PAVEMENT MARKING WORDS

7-1-11

15C7 sheet b: Pavement Marking Words

STATE TRAFFIC ENGINEER OF DESIGN

23’-

6"

7’-

0"

30"

8"

10’

30"

16’-

6"

8"

TYPE 4

LANE DROP ARROW

20°

ED

GE

OF P

AV

EM

EN

T

2’-10"

18’-

0"

5’-

9"

2’-10�

"

6’-

4�

"

14’-

10�

"4’-

4�

"

TYPE 5

APPLICABLE SPECIAL PROVISIONS.

SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND

DETAILS OF INSTALLATION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING

GENERAL NOTES

12’-

9"

5’-

0"

7’-

9"

7’-

3"

5’-

6"

12"

3’-

7"

R=39�

"

R=27�

"

R=39�

"R=27�

"

3’-

7"

TYPE 6

12’-

9"

5’-

0"

7’-

9"

7’-

3"

5’-

6"

12"

3’-

7"

R=39�

"

R=27�

"

12"

8’-

0"

R=39�

"

R=27�

"

2’-

6"

5’-

6"

2’-

6"

3’-

7"

TYPE 2

TYPE 3

4’-

6"

9’-

6"

12"

5’-

0"

TYPE 1

8’-

0"

2’-

6"

5’-

6"

5’-

6"

12"

3’-

7"

R=39�

"

R=27�

"

R=39�

"R=27�

"

3’-

7"

TYPE 7

HIGHWAY ADMINISTRATION. ALL LETTERS, ARROWS AND SYMBOLS SHALL BE WHITE AND

ARE ACCEPTABLE.

REFLECTORIZED. SMALL DIFFERENCES IN DIMENSIONS WITHIN THE TOLERANCES OF THAT BOOK

IN "STANDARD ALPHABETS FOR HIGHWAY SIGNS AND PAVEMENT MARKING" BOOK BY THE FEDERAL

ALL LETTERS, ARROWS AND SYMBOLS SHALL BE IN CONFORMANCE WITH REQUIREMENTS INCLUDED


STATE OF WISCONSIN

APPROVED

DATE

FHWA

66

S.D.D. 15

C

7-12c

S.D.D. 15

C

7-12c

PAVEMENT MARKING ARROWS

7-1-2011 /S/ Thomas N. Notbohm

15C7 sheet c: Pavement Marking Arrows

TWO WAY LEFT TURN LANE

LANE LINE

SURFACED SHOULDER

EDGE LINE (WHITE)

16’

1

NOTE:

ARROW SYMBOL ( )

2

3

3

4

5

GENERAL NOTES

6

STREET

CROSS

MINOR

STREET

CROSS

MINOR

SHOWS DIRECTION OF TRAVEL

8" WHITE

DISTANCE MAY BE ADJUSTED TO ACCOMODATE SHORT LEFT

TURN LANES. AS APPROVED BY THE ENGINEER.

THE CONTRACT.

STOP BAR IS REQUIRED ONLY WHEN SPECIFIED IN

7

6’ GAPS

2’ LINE

4" YELLOW

8" WHITEONLY

MINIMUM OF 20’-0"

FROM STOPLINE OR

PC OF RADIUS

25

(WHITE)

ARROW, TYPE 2

LETTERS

WHITE 4

(WHITE)

ARROW, TYPE 2

(WHITE)

ARROW, TYPE 2

(WHITE)

ARROW, TYPE 3 1

32’ MINIMUM 32’ MINIMUM

6’ GAPS

2’ LINE

6

7 20’20’

8

8 REQUIRED ONLY WHEN SPECIFIED IN THE CONTRACT.


STATE OF WISCONSIN

66

(LEFT TURN LANE)

PAVEMENT MARKING

STREET

CROSS

MAJOR

STREET

CROSS

MAJOR

EDGE LINE (YELLOW)

(WHITE)

ARROW, TYPE 2

7

20’

6

YELLOW

4" DOUBLE

YELLOW

4" DOUBLE

4" YELLOW

(WHITE)

ARROW, TYPE 2

12" YELLOW

(YELLOW)

LANE LINES

8

8

S.D.D. 15

C

8-16e

S.D.D. 15

C

8-16e

8" WHITE WITH 2’ LINE 6’ GAPS FOR DUAL TURN LANE.

OR WHEN ON A CURVE.

ADD EXTRA SETS OF ONE ARROW AND ONE ONLY PER 160 FEET

EQUAL TO 108 FEET.

ADD SECOND ARROW WHEN TURN BAY IS GREATER THAN OR

INTERSECTIONS OR DRIVEWAYS WITH TURNING TRAFFIC.

A SET OF ARROWS IS REQUIRED EVERY 400 FEET OR NEAR

8

15C8 sheet e: Pavement Marking (Left Turn Lane)

park plaza court reconstruction aldi inc … -typical existing section for park plaza court w/o...

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