COUNTY MAP NTS MILWAUKEE COUNTY SHEET INDEX N. 76TH STREET N. 70TH STREET N. 60TH STREET PROJECT LOCATION N. PARK PLAZA COURT ALDI'S SITE N. 51ST STREET SHEET SHEET TITLE G1 TITLE SHEET G2 GENERAL SYMBOLS AND ABBREVIATIONS G3 GENERAL PROJECT AND EROSION CONTROL TES G4 EXISTING TYPICAL SECTIONS G5 PROPOSED TYPICAL SECTIONS G6 PROPOSED TYPICAL SECTIONS C1 STORM WATER MANAGEMENT SITE DEMOLITION AND EROSION CONTROL C2 STORM WATER MANAGEMENT SITE PLAN C3 STORM WATER MANAGEMENT SITE LANDSCAPING PLAN C10 PARK PLAZA COURT PHASING & TRAFFIC PLAN C11 PARK PLAZA COURT REMOVAL PLAN W. BROWN DEER ROAD C101 PARK PLAZA COURT PLAN AND PROFILE C102 PARK PLAZA COURT MILL AND OVERLAY X101 CROSS SECTIONS X102 CROSS SECTIONS X103 CROSS SECTIONS X104 CROSS SECTIONS X105 CROSS SECTIONS X106 CROSS SECTIONS X107 CROSS SECTIONS X108 CROSS SECTIONS AAStandard.stb 2/11/2016 V:\MunWK\24026612 Park Plaza\WD\CADD\SheetsPlan\0101_ti.dwg, Layout: 1 TITLE SHEET BOOK PROJ W. DEAN ROAD X109 CROSS SECTIONS D1 DETAILS D2 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) TITLE SHEET SHEET G1
FM SAN W PROJECT CONTACT INFORMATION: AAStandard.stb V:\MunWK\24026612 Park Plaza\WD\CADD\SheetsPlan\0201_gn.dwg, Layout: 2 LEGEND BOOK PROJ GENERAL SYMBOLS AND ABBREVIATIONS SHEET G2
HORIZONTAL CONTROL ALL HORIZONTAL CONTROL IS BASED ON THE U.S. STATE PLANE COORDINATE SYSTEM, WI SOUTH ZONE, NAD27 CONTROL POINT ELEVATION RTH EAST DESCRIPTION VERTICAL CONTROL ALL VERTICAL CONTROL IS BASED ON THE DATUM, OBTAINED BY SUBTRACTING 580.60 FROM NGVD 29 ELEVATIONS PER SEWRPC TIE SHEETS BENCHMARK ELEVATION RTH EAST DESCRIPTION AAStandard.stb V:\MunWK\24026612 Park Plaza\WD\CADD\SheetsPlan\0201_gnec.dwg, Layout: 2 LEGEND BOOK PROJ GENERAL PROJECT AND EROSION CONTROL TES SHEET G3
CONSTRUCTION R/W R/W TYPICAL EXISTING SECTION FOR PARK PLAZA COURT W/ MEDIAN STA 10+60 TO 17+10 CONSTRUCTION R/W R/W AAStandard.stb V:\MunWK\24026612 Park Plaza\WD\CADD\SheetsPlan\0203_ts01.dwg, Layout: 1 TYPICAL SECTIONS BOOK PROJ TYPICAL EXISTING SECTION FOR PARK PLAZA COURT W/O MEDIAN STA 10+60 TO 17+10 EXISTING TYPICAL SECTIONS SHEET G4
SB ALIGNMENT CONSTRUCTION NB ALIGNMENT R/W R/W TYPICAL FINISHED SECTION FOR PARK PLAZA COURT W/ MEDIAN STA 10+60 TO 17+10 SB ALIGNMENT CONSTRUCTION NB ALIGNMENT R/W R/W AAStandard.stb V:\MunWK\24026612 Park Plaza\WD\CADD\SheetsPlan\0203_ts01.dwg, Layout: 2 TYPICAL SECTIONS BOOK PROJ TYPICAL FINISHED SECTION FOR PARK PLAZA COURT W/O MEDIAN STA 10+60 TO 17+10 PROPOSED TYPICAL SECTIONS SHEET G5
R/W CONSTRUCTION ALIGNMENT R/W TYPICAL FINISHED SECTION FOR PARK PLAZA COURT MILL AND OVERLAY STA 17+10 TO 23+41 AAStandard.stb V:\MunWK\24026612 Park Plaza\WD\CADD\SheetsPlan\0203_ts01.dwg, Layout: 3 TYPICAL SECTIONS BOOK PROJ PROPOSED TYPICAL SECTIONS SHEET G6
AAStandard.stb V:\MunWK\24026612 Park Plaza\WD\CADD\SheetsPlan\0214_rm01.dwg, Layout: Exhibit BOOK PROJ STORMWATER MANAGEMENT SITE DEMOLITION AND EROSION CONTROL 0 RTH 20 40 SCALE IN FEET SHEET C1
AAStandard.stb V:\MunWK\24026612 Park Plaza\WD\CADD\SheetsPlan\0225_ss01.dwg, Layout: Exhibit BOOK PROJ STORMWATER MANAGEMENT SITE PLAN 0 RTH 20 40 SCALE IN FEET SHEET C2
LEGEND AAStandard.stb V:\MunWK\24026612 Park Plaza\WD\CADD\SheetsPlan\PLS.dwg, Layout: Exhibit DBM DBM JB BOOK PROJ LANDSCAPE PLAN STORM WATER MANAGEMENT SITE LANDSCAPING PLAN RTH 0 40 80 SCALE IN FEET SHEET C3
RTH 0 60 120 AAStandard.stb V:\MunWK\24026612 Park Plaza\WD\CADD\SheetsPlan\0250_tc.dwg, Layout: Exhibit BOOK PROJ PARK PLAZA COURT PHASING & TRAFFIC PLAN 0 RTH 60 120 SHEET C10
RTH 0 60 120 AAStandard.stb V:\MunWK\24026612 Park Plaza\WD\CADD\SheetsPlan\0214_rm02.dwg, Layout: Exhibit BOOK PROJ PARK PLAZA COURT REMOVAL PLAN SHEET C11
RTH 0 60 120 AAStandard.stb V:\MunWK\24026612 Park Plaza\WD\CADD\SheetsPlan\0501_pp.dwg, Layout: Exhibit BOOK PROJ PARK PLAZA COURT PLAN AND PROFILE SHEET C101
RTH 0 60 120 AAStandard.stb V:\MunWK\24026612 Park Plaza\WD\CADD\SheetsPlan\0502_pn.dwg, Layout: Exhibit BOOK PROJ PARK PLAZA COURT MILL AND OVERLAY SHEET C102
AAStandard.stb V:\MunWK\24026612 Park Plaza\WD\CADD\SheetsPlan\0901_xs.dwg, Layout: Section Sheet (1) BOOK PROJ CROSS SECTIONS SHEET X101
AAStandard.stb V:\MunWK\24026612 Park Plaza\WD\CADD\SheetsPlan\0901_xs.dwg, Layout: Section Sheet (2) BOOK PROJ CROSS SECTIONS SHEET X102
AAStandard.stb V:\MunWK\24026612 Park Plaza\WD\CADD\SheetsPlan\0901_xs.dwg, Layout: Section Sheet (3) BOOK PROJ CROSS SECTIONS SHEET X103
AAStandard.stb V:\MunWK\24026612 Park Plaza\WD\CADD\SheetsPlan\0901_xs.dwg, Layout: Section Sheet (4) BOOK PROJ CROSS SECTIONS SHEET X104
AAStandard.stb V:\MunWK\24026612 Park Plaza\WD\CADD\SheetsPlan\0901_xs.dwg, Layout: Section Sheet (5) BOOK PROJ CROSS SECTIONS SHEET X105
AAStandard.stb V:\MunWK\24026612 Park Plaza\WD\CADD\SheetsPlan\0901_xs.dwg, Layout: Section Sheet (6) BOOK PROJ CROSS SECTIONS SHEET X106
AAStandard.stb V:\MunWK\24026612 Park Plaza\WD\CADD\SheetsPlan\0901_xs.dwg, Layout: Section Sheet (7) BOOK PROJ CROSS SECTIONS SHEET X107
AAStandard.stb V:\MunWK\24026612 Park Plaza\WD\CADD\SheetsPlan\0901_xs.dwg, Layout: Section Sheet (8) BOOK PROJ CROSS SECTIONS SHEET X108
AAStandard.stb V:\MunWK\24026612 Park Plaza\WD\CADD\SheetsPlan\0901_xs.dwg, Layout: Section Sheet (9) BOOK PROJ CROSS SECTIONS SHEET X109
18" 3 4" /FT SLOPE 6" STANDARD CURB HEAD 2" 30" 6" STANDARD CURB HEAD C 6" 3 4 " /FT SLOPE DRIVEWAY CURB FLOWLINE ELEVATION B 6" 2" 18" 6" TOP OF CURB ELEVATION 1 1 2" RAD MAX 3 4" /FT SLOPE 6" DRIVEWAY GUTTER FLOWLINE ELEVATION B 6" TIPPED OUT CURB & GUTTER FLOWLINE ELEVATION 30" 1 1 2" RAD MAX TOP OF CURB ELEVATION VARIES EXG OR PROPOSED DRIVEWAY WIDTH VARIES SIDEWALK A 6" 18" 6" 1 1 2" RAD MAX 3 4" /FT SLOPE STANDARD CURB & GUTTER TOP OF CURB ELEVATION 6" FLOWLINE ELEVATION A 6" 3 4 " /FT SLOPE STANDARD CURB & GUTTER FLOWLINE ELEVATION BLVD VARIES 1/2" EXPANSION JOINT CONTRACTION JOINT (AS REQ'D) 18" CONCRETE CURB & GUTTER (MEDIAN) 2 3 NTS ST500 30" CONCRETE CURB & GUTTER NTS ST100 6" 2' 6" 3' PLAN VIEW STD C&G (REF DTL) SLOTS SHALL BE ORIENTED TO THE DIRECTION OF FLOW TC ELEV 24"x36" OPENING INVERT EL MIN 4" WALL THICKNESS FLOW 4 1 RIVER STONE "D" "D" "D" AAStandard.stb V:\MunWK\24026612 Park Plaza\WD\CADD\SheetsPlan\0210_cd.dwg, Layout: 1 CONSTRUCTION DETAILS CURB HEAD TRANSITION DETAIL STD C&G (REF DTL) 1 BOOK PROJ 7" THK CONCRETE APRON WIDTH VARIES SECTION EXISTING SIDEWALK CONCRETE DRIVEWAY APRON NTS ST104 CASTING: NEENAH FOUNDRY CO R3067 CASTING OR APPROVED EQUAL ADJUST FRAME TO GRADE WITH (2) 2" TO 4" THICK PRECAST CONCRETE RINGS, RINGS SHALL BE REINFORCED WITH WIRE MESH OR #3 STEEL BARS. TOP RING SHALL T BE MORTARED UNTIL FINAL ADJUSTMENT. MANHOLE: SEE MANHOLE SPEC, PRECAST CONCRETE AND REINFORCEMENT SHALL CONFORM TO ASTM C478. CAST IN PLACE CONCRETE AND REINFORCEMENT SHALL CONFORM TO CONCRETE SPEC 4 18" MIN SUMP CATCH BASIN DETAIL NTS 5 4 X "D" PLAN RIVER STONE SECTION 2.5 X "D" 1 3 GEOTEXTILE FABRIC PIPE DIA. "D" RIVER STONE STORM SEWER OUTLET NTS DETAILS SHEET D1
4 1 TOP 98.50 TOP 98.50 FLOW BOTTOM OF DEPRESSION 10' WIDE EMERGENCY SPILLWAY W/RIVER STONE INV 97.50 VEGETATION PER LANDSCAPING PLAN "D" 12" GEOTEXTILE FABRIC VARIES 3:1 MAX 1 96.50 OVERFLOW INV 95.50 8" ORIFICE 95.50 BIORENTION LINER 94.50 CLASS II EROSION MAT SEE LANDSCAPE PLAN 20'0 16'0 RIVER STONE "D" "D" ARPON ENDWALL MINIMUM SOIL DEPTH OF 24" BETWEEN SURFACE AND LINER 92.00 1 1 92.75 92.00 GEOTEXTILE DRAINAGE FABRIC OVER DRAIN, 4' WIDE ABOVE PEA GRAVEL LAYER 21" ENGINEERED SOIL LAYER 3" PEA GRAVEL 6" STORAGE LAYER 8'0 PLAN APRON ENDWALL 18" SS PVC PIPE OUTLET 6" PERFORATED PVC PIPE UNDERDRAIN, CLEAUT AT END 12" MIN 6" RIVER STONE 1 3 PIPE DIA. "D" BIORETENTION LINER LINER SEAL AT PIPE PENETRATION 30" DIA RCP OUTFALL STRUCTURE 8'0 MIN 4'0 GEOTEXTILE FABRIC 6 BIORETENTION DETAIL NTS 7 SECTION BIORETENTION PIPE INLET/LEVEL SPREADER AND FOREBAY NTS #8 GALVANIZED BAR FRAME #6 GALVANIZED BARS GRATE @ 6" O.C. TRASH GRATE BOLTED TO STRUCTURE RIM = 96.50 SCREW IN PVC PLUG OR CAP, 4" ABOVE FINISHED GRADE 8" DIAMETER ORIFICE FINISHED GRADE EL 95.50 CLASS II PRECAST REINFORCED CONCRETE 6" PVC PIPE, ASTM D3034 SDR 35 30" DIA AAStandard.stb V:\MunWK\24026612 Park Plaza\WD\CADD\SheetsPlan\0210_cd.dwg, Layout: 2 CONSTRUCTION DETAILS 6" PERFORATED DRAIN PIPE BOOK PROJ 8 CLEAUT NTS 45 DEGREE BENDS EL 92.00 18" SS PVC EFFLUENT PIPE* 9 BIORETENTION OUTFALL STRUCTURE NTS *SEE PLAN AND OTHER DETAILS 6" PERFORATED PVC UNDERDRAIN WITH FILTER SOCK* EL 92.00 6" THICK PRECAST CONCRETE BASE OR 8" THICK POURED CONCRETE BASE DETAILS SHEET D2
9F15 sheet a: Loop Detector Installed in Base Course with Pull (Splice) Box Off Roadway (Option 1) BACKFILL & COMPACT AROUND NEW PULL (SPLICE) BOX GENERAL TES DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP T SHOWN ON THIS DRAWING SHALL CONFORM *1" BELOW GRADE HOMERUN CONDUIT SHOULDER NEW CONCRETE PAVEMENT BACKFILL & COMPACT AROUND NEW PULL (SPLICE) BOX TO THE PERTINENT REQUIREMENTS OF THE CONTRACT. LOOP SIZE, CONFIGURATION LOCATION, NUMBER OF TURNS OF WIRE AND ASSOCIATED SIGNAL PHASE SHALL BE AS SHOWN ON THE PLANS. PULL SPLICE BOX COVER AT GRADE LEVEL PITCH LEAD OUT CONDUIT TO DRAIN TO ROADSIDE PULL (SPLICE) BOX. SPLICES SHALL BE INSTALLED BY USING CAST IN PLACE SPLICE KITS LISTED ON THE DEPARTMENTS APPROVED 3" PRODUCTS LIST OR AN ENGINEER APPROVED EQUAL. NINSULATED BUTT SPLICES TO FIT #12 AWG STRANDED WIRE SHALL BE USED. SPLICES SHALL BE SOLDERED AND INSULATED FROM EACH OTHER AS PER INSTRUCTIONS INCLUDED IN THE SPLICE KIT. MEASURE GROUND RESISTANCE USING A MEGGER. REPLACE LOOP WIRE T ATTAINING A READING OF INFINITY PULL TO GROUND. SPLICE BOX BASE COURSE AFTER SPLICING THE LOOP WIRE TO THE LOOP LEADIN CABLE, THE CONTRACTOR SHALL MEASURE INDUCTANCE, GROUND RESISTANCE AND WIRE RESISTANCE AT THE CABINET END OF THE LEADIN CABLE AND FURNISH A COPY SECTION AA SECTION BB HOMERUN CONDUIT OF THE READINGS TO THE PROJECT ENGINEER FOR EVALUATION. CURB & GUTTER CURB & GUTTER LOOP DETECTOR LEADS SHALL BE IDENTIFIED WITH THEIR ASSOCIATED LOOP BY USE OF WATERPROOF TAGS *RECESS PULL (SPLICE) BOX SO THAT THE COVER IS 3" BELOW GRADE IN SHOULDER AREAS OF CRUSHED AGGREGATE. AT BOTH ENDS OF THE CABLE. A LISTING OF THE CABLE IDENTIFICATION PER INDIVIDUAL LOOP LEADIN SHALL BE PLACED IN THE CABINET. BACKFILL OVER COVER WITH THE CRUSHED AGGREGATE TO BRING THE AREA TO GRADE LEVEL. 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 LEADIN CABLE. LOOP DETECTOR INSTALLATION DETAIL SPLICES OF LOOP WIRE TO LEADIN CABLE SHALL BE MADE ONLY IN PULL (SPLICE) BOXES AT THE SIDE OF THE ROAD. 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, NSPLICE CONTINUOUS LENGTH. PROTECTION OF THE CONDUIT IN THE BASE COURSE, SHALL BE REQUIRED AFTER INSTALLATION AND BEFORE NEW PAVEMENT IS INSTALLED. SHOULD INSTALLATION REPAIR BE REQUIRED, IT SHALL BE DONE UNDER THE DIRECTION OF THE PROJECT ENGINEER. 6 6 HOMERUN CONDUIT CRUSHED AGGREGATE SHOULDER 3 OR AS SHOWN ON PLAN SHEET PLACE LOOP IN CENTER OF LANE(S) 1" PVC CONDUIT PLACE LOOP IN CENTER OF LANE(S) 1" PVC CONDUIT 3 OR AS SHOWN ON PLAN SHEET CURB AND GUTTER HOMERUN CONDUIT 45 ELBOW PULL (SPLICE) BOX OR BEND CONDUIT 90 ELBOW 6 OR AS SHOWN OR BEND CONDUIT ON PLAN SHEET 90 ELBOW OR BEND CONDUIT 6 OR AS SHOWN ON PLAN SHEET 45 ELBOW OR BEND CONDUIT PULL (SPLICE) BOX A 3 0" MAX. OR AS SHOWN ON THE PLAN SHEET B 3 0" MAX. OR AS SHOWN ON THE PLAN SHEET B LOOP DETECTOR INSTALLED IN S.D.D. 9 F 154a TYPICAL PLAN OF LOOP DETECTOR WITH 18" OR 24" PULL (SPLICE) BOX BASE COURSE WITH PULL (SPLICE) BOX OFF ROADWAY (OPTION 1) STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION APPROVED Sept. 2014 /S/ Ahmet Demirbilek STATE ELECTRICAL ENGINEER FHWA S.D.D. 9 F 154a
15C5: Traffic Control, Advance Warning Signs 40 M.P.H. or Less, Two Way Undivided Road Open to Traffic END ROAD WORK G202A 48"x24" * ROAD WORK 250 FT W201(MOD) ROAD WORK 500 FT W201D ROAD WORK AHEAD W201A APPROX. 250 APPROX. 250 500 WORK 500 APPROX. 250 APPROX. 250 AREA * ROAD WORK AHEAD W201A ROAD WORK 500 FT W201D ROAD WORK 250 FT W201(MOD) SEE OTHER TRAFFIC CONTROL DETAILS FOR ADDITIONAL TRAFFIC CONTROL END ROAD WORK G202A 48"x24" 6 TYPICAL SIDEROAD APPROACH WARNING SIGN DETAIL 6 CENTER OF ROADWAY LEGEND GENERAL TES MAINLINE ROADWAY UNDER CONSTRUCTION SIGN ON PERMANENT SUPPORT DIRECTION OF TRAFFIC THE EXACT NUMBER, LOCATION, AND SPACING OF ALL SIGNS AND S.D.D. 15 C 53 * DEVICES SHALL BE ADJUSTED TO FIT FIELD CONDITIONS. THE SPACING BETWEEN TRAFFIC CONTROL SIGNS SHOULD BE ADJUSTED TO T CONFLICT WITH AND SHOULD PROVIDE A DESIRABLE MINIMUM OF 200 FEET CLEARANCE TO EXISTING SIGNS THAT WILL REMAIN IN PLACE. ALL SIGNS ARE 48"x48" UNLESS OTHERWISE TED. IF NECESSARY DUE TO SPACE CONSTRAINTS, 36"x36" SIGNS MAY BE USED INSTEAD OF 48"x48" SIGNS. 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 "STOP" SIGN SHALL BE PLACED PRIOR TO THE SIGN REMOVAL, OR A FLAGGER SHALL BE PROVIDED UNTIL THE SIGN IS REESTABLISHED. THE THIRD W201 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. SIDEROAD 350 MAX., OR AT LAST INTERSECTION, WHICHEVER IS CLOSER ROAD WORK AHEAD W201A WORK AREA TRAFFIC CONTROL, ADVANCE WARNING SIGNS 40 M.P.H. OR LESS TWOWAY UNDIVIDED ROAD OPEN TO TRAFFIC STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION APPROVED Sept. 2015 /S/ Peter Amakobe Atepe STATEWIDE WORK ZONE TRAFFIC SAFETY ENGINEER FHWA S.D.D. 15 C 53
15C7 sheet b: Pavement Marking Words GENERAL TES DETAILS OF INSTALLATION, MATERIALS AND WORKMANSHIP T SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND APPLICABLE SPECIAL PROVISIONS. ALL LETTERS, ARROWS AND SYMBOLS SHALL BE IN CONFORMANCE WITH REQUIREMENTS INCLUDED IN "STANDARD ALPHABETS FOR HIGHWAY SIGNS AND PAVEMENT MARKING" BOOK BY THE FEDERAL HIGHWAY ADMINISTRATION. ALL LETTERS, ARROWS AND SYMBOLS SHALL BE WHITE AND REFLECTORIZED. SMALL DIFFERENCES IN DIMENSIONS WITHIN THE TOLERANCES OF THAT BOOK ARE ACCEPTABLE. 8 0" 19 3" 6 1" 8 0" 8 0" 8 0" 8 0" 10 0" TWOLANE 6 5 3" 6 8 0" 8 0" S.D.D. 15 C 712b 5 9" 6 9" 9 8" SINGLELANE PAVEMENT MARKING WORDS STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION APPROVED 7111 /S/ Thomas N. Notbohm STATE TRAFFIC ENGINEER OF DESIGN FHWA S.D.D. 15 C 712b
STATE TRAFFIC ENGINEER OF DESIGN 15C7 sheet c: Pavement Marking Arrows GENERAL TES DETAILS OF INSTALLATION, MATERIALS AND WORKMANSHIP T SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND APPLICABLE SPECIAL PROVISIONS. 7 0" ALL LETTERS, ARROWS AND SYMBOLS SHALL BE IN CONFORMANCE WITH REQUIREMENTS INCLUDED IN "STANDARD ALPHABETS FOR HIGHWAY SIGNS AND PAVEMENT MARKING" BOOK BY THE FEDERAL 10 HIGHWAY ADMINISTRATION. ALL LETTERS, ARROWS AND SYMBOLS SHALL BE WHITE AND REFLECTORIZED. SMALL DIFFERENCES IN DIMENSIONS WITHIN THE TOLERANCES OF THAT BOOK ARE ACCEPTABLE. 2 6" 2 6" 7 3" 5 0" 30" 8" 30" 5 6" 3 7" R=39 " R=27 " R=39 " R=27 " 3 7" 7 9" 12 9" 23 6" 16 6" 14 10 " 6 4 " 2 10 " 5 9" 12" 18 0" 12" 8" 4 4 " TYPE 6 TYPE 4 5 0" 3 7" R=39 " R=27 " 5 6" 8 0" TYPE 2 6 6 S.D.D. 15 C 712c 9 6" 5 0" 4 6" 12" TYPE 1 5 6" 3 7" R=39 " R=27 " 12" TYPE 7 R=39 " R=27 " 3 7" 2 6" 5 6" 8 0" 7 3" 5 6" 3 7" R=39 " R=27 " TYPE 3 12" 7 9" 12 9" 2 10" 20 EDGE OF PAVEMENT TYPE 5 LANE DROP ARROW PAVEMENT MARKING ARROWS STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION APPROVED 712011 /S/ Thomas N. Notbohm FHWA S.D.D. 15 C 712c
15C8 sheet e: Pavement Marking (Left Turn Lane) GENERAL TES MINIMUM OF 20 0" FROM STOPLINE OR PC OF RADIUS 4" YELLOW 2 LINE 8 1 STOP BAR IS REQUIRED ONLY WHEN SPECIFIED IN THE CONTRACT. 6 GAPS 2 DISTANCE MAY BE ADJUSTED TO ACCOMO SHORT LEFT TURN LANES. AS APPROVED BY THE ENGINEER. 3 A SET OF ARROWS IS REQUIRED EVERY 400 FEET OR NEAR INTERSECTIONS OR DRIVEWAYS WITH TURNING TRAFFIC. 4 ADD EXTRA SETS OF ONE ARROW AND ONE ONLY PER 160 FEET 32 MINIMUM 32 MINIMUM 2 5 OR WHEN ON A CURVE. 8" WHITE 5 8" WHITE WITH 2 LINE 6 GAPS FOR DUAL TURN LANE. ARROW, TYPE 2 (WHITE) 20 WHITE 4 LETTERS ONLY ARROW, TYPE 2 (WHITE) 6 2 LINE 6 GAPS 7 20 ARROW, TYPE 2 (WHITE) 6 7 8" WHITE ADD SECOND ARROW WHEN TURN BAY IS GREATER THAN OR EQUAL TO 108 FEET. ARROW, TYPE 3 (WHITE) 1 8 8 REQUIRED ONLY WHEN SPECIFIED IN THE CONTRACT. TE: ARROW SYMBOL ( ) SHOWS DIRECTION OF TRAVEL 6 MAJOR CROSS 6 MIR STREET CROSS STREET SURFACED SHOULDER 8 EDGE LINE (YELLOW) 3 ARROW, TYPE 2 (WHITE) 12" YELLOW 4" DOUBLE YELLOW LANE LINES (YELLOW) 8 4" YELLOW 7 6 LANE LINE 16 4" DOUBLE YELLOW 20 ARROW, TYPE 2 (WHITE) EDGE LINE (WHITE) MIR S.D.D. 15 C 816e CROSS STREET TWO WAY LEFT TURN LANE MAJOR CROSS STREET PAVEMENT MARKING (LEFT TURN LANE) STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION S.D.D. 15 C 816e