PERMANENT SIGNING AND STRIPING LEGEND

Transcription

1 PERMANENT SIGNING AND STRIPING LEGEND PAVEMENT MESSAGE PMCM 4" SOLID LINE WHITE 4WSL PREFORMED THERMOPLASTIC GROUND IN SW GROUND IN PMLT 4" SOLID LINE WHITE PREFORMED THERMOPLASTIC GROUND IN 4WS 4" SOLID LINE WHITE 4" BROKEN LINE YELLOW 4BY PAINT 4SWP (0' LENGTH, 30' SPACE) 4" BROKEN LINE WHITE INPLACE PAVEMENT MESSAGES NOT TO BE REPLACED PREFORMED THERMOPLASTIC GROUND IN 4SY 4SW 4" SOLID LINE YELLOW 4SY 4" SOLID LINE WHITE PAVEMENT MESSAGE LEFT ARROW PAVEMENT MESSAGE RIGHT ARROW PMRT 4" SOLID LINE YELLOW " SOLID LINE WHITE CROSSWALK MARKING PREFORMED THERMOPLASTIC 4" DOUBLE SOLID LINE YELLOW (0' LENGTH, 30' SPACE) APPROPRIATE SIGN TYPE C AS INDICATED 4DBLY BOONE AVE 4'''4' PMCM CSAH 30 4DBLY AQUILA AVE 4DBLY 4DBLY ZEALAND AVE 4DBLY 4'''4' CSAH 30 4DBLY 4DBLY 4DBLY 4DBLY 4DBLY 4SY REVISION DATE 03/0/0 DESCRIPTON ) STRIPING REVISION APPROVED BY R ALLERS J POTTER I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGN BY: J WANNER CAD BY: J WANNER CHECKED BY: R ALLERS LAST REVISION: 03/0/0 / / CSAH 30 FROM 9 TO 00' W OF CSAH SHEET DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA HENNEPIN PROJECT JOSHUA D POTTER, PROFESSIONAL ENGINEER SHEET pw3 3//0 LICENSE NO \\Tempo\proj\0_BitOverlay_CP744\Traffic Design\CSAH 30\744 SS PLAN CSAH 30dgn 03/07/0 / / DATE R 0 BITUMINOUS MILL & OVERLAY SEGMENT 0 SHEET OF 94

2 PERMANENT SIGNING AND STRIPING LEGEND PAVEMENT MESSAGE PMCM 4WSL PREFORMED THERMOPLASTIC GROUND IN SW GROUND IN PMLT 4" SOLID LINE WHITE PREFORMED THERMOPLASTIC GROUND IN 4WS PMLT 4BY 4" SOLID LINE WHITE 4" BROKEN LINE WHITE 4" DOUBLE SOLID LINE YELLOW (0' LENGTH, 30' SPACE) APPROPRIATE SIGN TYPE C AS INDICATED 4DBLY 4SW 4SW PAINT 4SWP (0' LENGTH, 30' SPACE) INPLACE PAVEMENT MESSAGES NOT TO BE REPLACED PREFORMED THERMOPLASTIC GROUND IN 4SY 4" BROKEN LINE YELLOW 4SW 4" SOLID LINE YELLOW 4SY 4" SOLID LINE WHITE PAVEMENT MESSAGE LEFT ARROW PAVEMENT MESSAGE RIGHT ARROW PMRT 4" SOLID LINE YELLOW " SOLID LINE WHITE 4" SOLID LINE WHITE CROSSWALK MARKING PREFORMED THERMOPLASTIC PMLT PMLT 4SW 4SW CSAH 5 4''4' 4''4' PMCM PMLT 4SW 4SW PMRT PMRT PMRT 4SW 4SW UNITY AVE PMLT 4SW CSAH 5 PMLT PMLT 4'4' 4''4' PMLT 4SW 4SW PMCM REVISION DATE 03/0/0 DESCRIPTON ) STRIPING REVISION APPROVED BY R ALLERS J POTTER I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGN BY: J WANNER CAD BY: J WANNER CHECKED BY: R ALLERS LAST REVISION: 03/0/0 / / CSAH 5 (BROOKLYN BLVD) - BRUNSWICK AVE TO NOBLE AVE SHEET DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA HENNEPIN PROJECT JOSHUA D POTTER, PROFESSIONAL ENGINEER CSAH5_Sheet pw3 3//0 LICENSE NO \\Tempo\proj\0_BitOverlay_CP744\Traffic Design\CSAH 5\744 SS PLAN CSAH 5dgn 03/07/0 / / DATE 4R 0 BITUMINOUS MILL & OVERLAY SEGMENT SHEET OF 4 94

3 PERMANENT SIGNING AND STRIPING LEGEND PAVEMENT MESSAGE PMCM SW PREFORMED THERMOPLASTIC GROUND IN 4WSL GROUND IN PMLT 4" SOLID LINE WHITE PREFORMED THERMOPLASTIC GROUND IN 4WS 4" SOLID LINE WHITE 4BY PAINT 4SWP (0' LENGTH, 30' SPACE) 4" BROKEN LINE WHITE INPLACE PAVEMENT MESSAGES NOT TO BE REPLACED PREFORMED THERMOPLASTIC GROUND IN 4SY 4" BROKEN LINE YELLOW 4SW 4" SOLID LINE YELLOW 4SY 4" SOLID LINE WHITE PAVEMENT MESSAGE LEFT ARROW PAVEMENT MESSAGE RIGHT ARROW PMRT 4" SOLID LINE YELLOW " SOLID LINE WHITE 4" SOLID LINE WHITE CROSSWALK MARKING PREFORMED THERMOPLASTIC 4" DOUBLE SOLID LINE (0' LENGTH, 30' SPACE) YELLOW APPROPRIATE SIGN TYPE C AS INDICATED 4DBLY 4SW 4SW 4''4' SW 4BY 4'4' PMCM 4SY ' 3' '4' '3' ' CSAH 5 PMLT 4SY PMLT 4BY SW 4SY CENTER LANE O N LY 9 SW PMLT 4SY SW O N LY 9 PMLT ' 3''4''3' ' PMLT 4BY 4SY SW O N LY 4SY PMLT 4BY 35' CSAH 5 CENTER LANE O N LY 4SY SW 4' ' ' '4''3' ' CENTER LANE 9 CENTER LANE REGENT AVE 4SY PMRT 4SW 9 4SW SW SW REVISION DATE 03/0/0 DESCRIPTON ) STRIPING REVISION APPROVED BY R ALLERS J POTTER I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGN BY: J WANNER CAD BY: J WANNER CHECKED BY: R ALLERS CSAH 5 (BROOKLYN BLVD) - BRUNSWICK AVE TO NOBLE AVE SHEET DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA HENNEPIN PROJECT JOSHUA D POTTER, PROFESSIONAL ENGINEER CSAH5_Sheet3 pw3 3//0 LICENSE NO \\Tempo\proj\0_BitOverlay_CP744\Traffic Design\CSAH 5\744 SS PLAN CSAH 5dgn 03/07/0 / / DATE LAST REVISION: 03 /0 /0 5R 0 BITUMINOUS MILL & OVERLAY SEGMENT SHEET 3 OF 4 94

4 PERMANENT SIGNING AND STRIPING LEGEND PMCM PAVEMENT MESSAGE CROSSWALK MARKING PREFORMED THERMOPLASTIC GROUND IN 4WSL 4" SOLID LINE WHITE PREFORMED THERMOPLASTIC GROUND IN SW " SOLID LINE WHITE 4" SOLID LINE WHITE 4SY 4" SOLID LINE YELLOW 4" BROKEN LINE YELLOW 4SY 4" SOLID LINE YELLOW 4" SOLID LINE WHITE PMLT PMRT PAVEMENT MESSAGE LEFT ARROW PREFORMED THERMOPLASTIC GROUND IN PAVEMENT MESSAGE RIGHT ARROW PREFORMED THERMOPLASTIC GROUND IN 4WS 4" SOLID LINE WHITE INPLACE PAVEMENT MESSAGES NOT TO BE REPLACED 4SW 4" BROKEN LINE WHITE (0' LENGTH, 30' SPACE) 4DBLY 4BY (0' LENGTH, 30' SPACE) 4" DOUBLE SOLID LINE YELLOW 4SWP PAINT APPROPRIATE SIGN TYPE C AS INDICATED SW CENTER LANE ONLY 9 SW 4BY '3''4''3'' 4SY PMLT 4SY CSAH 5 4SY PMLT 4BY 4DBLY 4SW PMLT 4DBLY SW 4'''''4' PMCM 4SW 4DBLY PMRT PMLT 4'''''4' PMRT PMLT 4SW 4DBLY SW WINGARD PL ONLY CENTER LANE 9 4SW NOBLE AVE REVISION DATE DESCRIPTON APPROVED BY 03/0/0 ) STRIPING REVISION R ALLERS J POTTER I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGN BY: J WANNER CSAH 5 (BROOKLYN BLVD) - BRUNSWICK AVE TO NOBLE AVE SHEET DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CAD BY: J WANNER /07/0/ / CHECKED BY: R ALLERS HENNEPIN PROJECT BITUMINOUS MILL & OVERLAY R JOSHUA D POTTER, PROFESSIONAL ENGINEER LICENSE NO DATE LAST REVISION: 03/0/0 / SEGMENT SHEET 4 OF 4 94 CSAH5_Sheet4 pw3 3//0 \\Tempo\proj\0_BitOverlay_CP744\Traffic Design\CSAH 5\744 SS PLAN CSAH 5dgn

5 TABULATION OF ESTIMATED QUANTITIES ESTIMATED QUANTITY NOTES ITEM DESCRIPTION UNIT CSAH 003 CSAH 00 CSAH 04 ST LOUIS ORONO MEDINA PARK CSAH 035 CSAH 0 CSAH 0 CSAH 09 CSAH 5 CSAH 30 CSAH 5 BLOOMINGTON EXCELSIOR WAYZATA BROOKLYN PARK MOUND BROOKLYN PARKBROOKLYN PARK SHOREWOOD TOTAL () SIGN PANELS TYPE D SF ,7 () FOR USE AS DIRECTED BY THE ENGINEER THE PROVISIONS OF 403 DO NOT APPLY REVISION DATE DESCRIPTON APPROVED BY 03/0/0 ) TYPE D SIGN REVISION R ALLERS J POTTER I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGN BY: J WANNER TRAFFIC CONTROL TABULATION OF ESTIMATED QUANTITIES SHEET DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CAD BY: J WANNER /07/0/ / CHECKED BY: R ALLERS HENNEPIN PROJECT BITUMINOUS MILL & OVERLAY TCR JOSHUA D POTTER, PROFESSIONAL ENGINEER LICENSE NO DATE LAST REVISION: 03/0/0/ / 94 TC- pw3 3//0 \\tempo\proj\0_bitoverlay_cp744\traffic Design\TC\744_TC PLAN Rdgn

6 0 0 9 HENNEPIN Excelsior EXPECT DELAYS ROAD WORK CR 7 TO M ontereyave HENNEPIN TO Orchard Park Rd Town Line Rd Sixth Ave N 74 ROAD WORK 779 EXPECT DELAYS HENNEPIN Co Rd ROAD WORK Holy Name Dr TO CR 9 EXPECT DELAYS BEGINS XX/XX/XX BEGINS XX/XX/XX BEGINS XX/XX/XX Identifier : G0-X(d); Identifier : G0-X(a); Identifier : G0-X(a); 0" Radius, 3" Border, Black on Orange; [Excelsior] D; [ROAD WORK] D; [CR 7] E Mod; [TO] D; [Monterey] E Mod; [Ave] E Mod; [EXPECT DELAYS] D; [BEGINS] D; [XX/XX/XX] D; 0" Radius, 5" Border, Black on Orange; [Sixth Ave N] D; [ROAD WORK] D; [Town Line Rd] D; [TO] D; [Orchard Park Rd] D; [EXPECT DELAYS] D; [BEGINS] D; [XX/XX/XX] D; 0" Radius, 5" Border, Black on Orange; [Co Rd 4] D; [ROAD WORK] D; [Holy Name Dr] D; [TO] D; [CR 9] D; [EXPECT DELAYS] D; [BEGINS] D; [XX/XX/XX] D; REVISION SIGNS REQUIRED SIGNS REQUIRED 3 SIGNS REQUIRED DATE DESCRIPTON APPROVED BY 03/0/0 ) TYPE D SIGN REVISION R ALLERS J POTTER HENNEPIN 35 Hennepin Portland Ave ROAD WORK TO st St E EXPECT DELAYS BEGINS XX/XX/XX HENNEPIN BEGINS Mill St ROAD WORK Lilac Ln TO nd St EXPECT DELAYS 05 XX/XX/XX HENNEPIN 0 HENNEPIN Wayzata Blvd ROAD WORK TO Central Ave EXPECT DELAYS BEGINS XX/XX/XX NOTE: Identifier : G0-X(d); 0" Radius, 3" Border, Black on Orange; [Portland Ave] D; [ROAD WORK] D; [TO] D; [st] E Mod; [St E] E Mod; [EXPECT DELAYS] D; [BEGINS] D; [XX/XX/XX] D; 4 SIGNS REQUIRED Identifier : G0-X(d); " Radius, 3" Border, Black on Orange; 9 [Wayzata Blvd] D; [ROAD WORK] D; [TO] D; [Central Ave] E Mod; [EXPECT DELAYS] D; [BEGINS] D; Identifier : G0-X(a); [XX/XX/XX] D; 0" Radius, 5" Border, Black on Orange; [Mill St] D; [ROAD WORK] D; [Lilac Ln] D; [TO] D; [nd St] D; [EXPECT DELAYS] D; [BEGINS] D; [XX/XX/XX] D; SIGNS REQUIRED 4 SIGNS REQUIRED THE SIGN PANELS SHOWN ON THIS SHEET SHALL BE USED ALONG CONVENTIONAL ROADS ONLY THESE SIGN PANELS ARE SMALLER THAN EXPRESSWAY OR FREEWAY SIGN PANELS AND SHALL NOT BE USED ALONG EXPRESSWAYS OR FREEWAYS ALL COSTS FOR THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE PAY ITEM SIGN PANELS TYPE D (SF) I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGN BY: J WANNER WORK ZONE ADVANCE NOTICE SIGN PANEL TYPE D DETAILS SHEET DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CAD BY: J WANNER /07/0/ / CHECKED BY: R ALLERS HENNEPIN PROJECT BITUMINOUS MILL & OVERLAY TC3R JOSHUA D POTTER, PROFESSIONAL ENGINEER LICENSE NO DATE LAST REVISION: 03/0/0/ / 94 TC-3 pw3 3//0 \\tempo\proj\0_bitoverlay_cp744\traffic Design\TC\744_TC PLAN Rdgn

7 HENNEPIN M MINNESOTA BEGINS th Ave ROAD WORK TO HENNEPIN XX/XX/XX HENNEPIN Bartlett Blvd ROAD WORK Spring Park Channel TO CR 0 EXPECT DELAYS BEGINS XX/XX/XX HENNEPIN M MINNESOTA Brooklyn Blvd ROAD WORK TO HENNEPIN 9 BEGINS XX/XX/XX Identifier : G0-X(d); 0" Radius, 3" Border, Black on Orange; [5th Ave] D; [ROAD WORK] D; State Highway 5 M-5b; [TO] D; [BEGINS] D; [XX/XX/XX] D; Identifier : G0-X(d); 0" Radius, 3" Border, Black on Orange; [Brooklyn Blvd] D; [ROAD WORK] D; State Highway 9 M-5b; [TO] D; [BEGINS] D; [XX/XX/XX] D; 9 9 Identifier : G0-X(a); 0" Radius, 5" Border, Black on Orange; [Bartlett Blvd] D; [ROAD WORK] D; [Spring Park Channel] D; [TO] D; [CR 0] D; [EXPECT DELAYS] D; [BEGINS] D; [XX/XX/XX] D; REVISION 4 SIGNS REQUIRED 4 SIGNS REQUIRED 4 SIGNS REQUIRED DATE 03/0/0 DESCRIPTON ) TYPE D SIGN REVISION APPROVED BY R ALLERS J POTTER 5 HENNEPIN Brooklyn Blvd ROAD WORK TO Noble Ave Brunswick Ave EXPECT DELAYS BEGINS XX/XX/XX ENDS XX / XX 3 3 NOTE: Identifier : G0-X(aP); No border, Black on Orange; [ENDS XX / XX] D; THE SIGN PANELS SHOWN ON THIS SHEET SHALL BE USED ALONG CONVENTIONAL ROADS ONLY SIGNS REQUIRED THESE SIGN PANELS ARE SMALLER THAN EXPRESSWAY OR FREEWAY SIGN PANELS AND SHALL NOT BE USED ALONG EXPRESSWAYS OR FREEWAYS Identifier : G0-X(a); 0" Radius, 5" Border, Black on Orange; [Brooklyn Blvd] D; [ROAD WORK] D; [Brunswick Ave] D; [TO] D; [Noble Ave] D; [EXPECT DELAYS] D; [BEGINS] D; [XX/XX/XX] D; 9 ALL COSTS FOR THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE PAY ITEM SIGN PANELS TYPE D (SF) SIGNS REQUIRED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGN BY: J WANNER WORK ZONE ADVANCE NOTICE SIGN PANEL TYPE D DETAILS SHEET DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CAD BY: J WANNER /07/0/ / CHECKED BY: R ALLERS HENNEPIN PROJECT BITUMINOUS MILL & OVERLAY TC4R JOSHUA D POTTER, PROFESSIONAL ENGINEER LICENSE NO DATE LAST REVISION: 03/0/0/ / 94 TC-4 pw3 3//0 \\tempo\proj\0_bitoverlay_cp744\traffic Design\TC\744_TC PLAN Rdgn

8 0 7 HENNEPIN 5 55 Mill St ROAD WORK HENNEPIN 0 Wayzata Blvd ROAD WORK HENNEPIN th Ave ROAD WORK TO Lilac Ln nd St EXPECT DELAYS BEGINS XX/XX/XX HENNEPIN TO Central Ave 00 EXPECT DELAYS BEGINS XX/XX/XX M MINNESOTA TO HENNEPIN 4 5 BEGINS XX/XX/XX Identifier : G0-X(d); 9 3 Identifier : G0-X(d); 0" Radius, 3" Border, Black on Orange; [Wayzata Blvd] D; [ROAD WORK] D; [TO] D; [Central Ave] E Mod; [EXPECT DELAYS] D; [BEGINS] D; [XX/XX/XX] D; Identifier : G0-X(d); 0" Radius, 3" Border, Black on Orange; [5th Ave] D; [ROAD WORK] D; State Highway 5 M-5b; [TO] D; [BEGINS] D; [XX/XX/XX] D; 0" Radius, 3" Border, Black on Orange; [Mill St] D; [ROAD WORK] D; [Lilac Ln] E Mod; [TO] D; [nd St] E Mod; [EXPECT DELAYS] D; [BEGINS] D; [XX/XX/XX] D; SIGNS REQUIRED SIGN REQUIRED SIGNS REQUIRED 53 HENNEPIN 30 Brooklyn Blvd ROAD WORK REVISION DATE DESCRIPTON APPROVED BY 03/0/0 ) TYPE D SIGN REVISION R ALLERS J POTTER M MINNESOTA TO 34 9 BEGINS XX/XX/XX HENNEPIN ENDS XX / XX Identifier : G0-X(aP); No border, Black on Orange; [ENDS XX / XX] D; SIGNS REQUIRED Identifier : G0-X(d); 3 0" Radius, 3" Border, Black on Orange; [Brooklyn Blvd] D; [ROAD WORK] D; State Highway 9 M-5b; [TO] D; [BEGINS] D; [XX/XX/XX] D; SIGNS REQUIRED NOTE: THE SIGN PANELS SHOWN ON THIS SHEET SHALL BE USED ALONG EXPRESSWAYS AND FREEWAYS ONLY THESE SIGN PANELS SHALL BE PLACED AS SHOWN ON #TC SHEETS #TC7, #TC AND AND AS DIRECTED BY THE ENGINEER THESE SIGN PANELS ARE LARGER THAN CONVENTIONAL ROAD SIGN PANELS AND SHALL NOT BE USED ALONG CONVENTIONAL ROADS ALL COSTS FOR THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE PAY ITEM SIGN PANELS TYPE D (SF) I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGN BY: J WANNER WORK ZONE ADVANCE NOTICE SIGN PANEL TYPE D DETAILS SHEET DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CAD BY: J WANNER /07/0/ / CHECKED BY: R ALLERS HENNEPIN PROJECT BITUMINOUS MILL & OVERLAY TC5R JOSHUA D POTTER, PROFESSIONAL ENGINEER LICENSE NO DATE LAST REVISION: 03/0/0/ / 94 TC-5 pw3 3//0 \\tempo\proj\0_bitoverlay_cp744\traffic Design\TC\744_TC PLAN Rdgn

9 LL MI ST TH 7 NO SCALE AH CS ROAD WORK R ALLERS J POTTER TO ) TYPE D SIGN REVISION 7 5 Lil ac Ln APPROVED BY /0/0 DESCRIPTON BEGI NS XX/XX/XX ENDS XX / XX EXPECT DELAYS 7 30 nd St Identifier : G0-X(aP); No border, Black on Orange; DATE REVISION Mi l l St HENNEPI N APPROXIMATE SIGN LOCATION TH [ENDS XX / XX] D; SIGNS REQUIRED Identifier : G0-X(d); 0" Radius, 3" Border, Black on Orange; [Mill St] D; [ROAD WORK] D; [Lilac Ln] E Mod; [TO] D; [nd St] E Mod; [EXPECT DELAYS] D; [BEGINS] D; [XX/XX/XX] D; SIGNS REQUIRED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGN BY: J WANNER CAD BY: J WANNER CHECKED BY: R ALLERS LAST REVISION: 03/0/0 / / WORK ZONE ADVANCE NOTICE LOCATION MAP SHEET DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA HENNEPIN PROJECT JOSHUA D POTTER, PROFESSIONAL ENGINEER TC- pw3 3//0 LICENSE NO \\tempo\proj\0_bitoverlay_cp744\traffic Design\TC\744_TC PLAN Rdgn 03/07/0 / / DATE TCR 0 BITUMINOUS MILL & OVERLAY 94

10 4 4 4 TH NO SCALE WAYZATA BLVD CSAH 0 TH DATE APPROXIMATE SIGN LOCATION REVISION DESCRIPTON APPROVED BY HENNEPIN 0 Wayzata Blvd ROAD WORK /0/0 ) TYPE D SIGN REVISION R ALLERS J POTTER HENNEPIN TO Central Ave ENDS XX / XX EXPECT DELAYS BEGINS XX/XX/XX Identifier : G0-X(aP); No border, Black on Orange; 0 [ENDS XX / XX] D; Identifier : G0-X(d); SIGN REQUIRED 0" Radius, 3" Border, Black on Orange; [Wayzata Blvd] D; [ROAD WORK] D; [TO] D; [Central Ave] E Mod; [EXPECT DELAYS] D; [BEGINS] D; [XX/XX/XX] D; SIGN REQUIRED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGN BY: J WANNER WORK ZONE ADVANCE NOTICE LOCATION MAP SHEET DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CAD BY: J WANNER /07/0/ / CHECKED BY: R ALLERS HENNEPIN PROJECT BITUMINOUS MILL & OVERLAY TC7R JOSHUA D POTTER, PROFESSIONAL ENGINEER LICENSE NO DATE LAST REVISION: 03/0/0 / 94 TC-7 pw3 3//0 \\tempo\proj\0_bitoverlay_cp744\traffic Design\TC\744_TC PLAN Rdgn

11 NO SCALE th Ave HENNEPI N 09 ROAD WORK APPROXIMATE SIGN LOCATION TO 5 4 HENNEPI N M MINNESOTA CSAH TH BEGI NS XX/XX/XX Identifier : G0-X(d); 0" Radius, 3" Border, Black on Orange; [5th Ave] D; [ROAD WORK] D; State Highway 5 M-5b; [TO] D; [BEGINS] D; [XX/XX/XX] D; SIGNS REQUIRED DESCRIPTON R ALLERS J POTTER ENDS XX / XX APPROVED BY ) TTPE D SIGN REVISION 3 DATE 03/0/ REVISION 7 9 Identifier : G0-X(aP); No border, Black on Orange; [ENDS XX / XX] D; SIGNS REQUIRED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGN BY: J WANNER CAD BY: J WANNER CHECKED BY: R ALLERS LAST REVISION: 03/0/0 / / WORK ZONE ADVANCE NOTICE LOCATION MAP SHEET DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA HENNEPIN PROJECT JOSHUA D POTTER, PROFESSIONAL ENGINEER TC- pw3 3//0 LICENSE NO \\tempo\proj\0_bitoverlay_cp744\traffic Design\TC\744_TC PLAN Rdgn 03/07/0 / / DATE TCR 0 BITUMINOUS MILL & OVERLAY 94

12 TH 9 4 NO SCALE APPROXIMATE SIGN LOCATION CSAH HENNEPIN 30 Brooklyn Blvd ROAD WORK M MINNESOTA TO 34 9 HENNEPIN BEGINS XX/XX/XX Identifier : G0-X(d); 3 0" Radius, 3" Border, Black on Orange; [Brooklyn Blvd] D; [ROAD WORK] D; State Highway 9 M-5b; [TO] D; [BEGINS] D; [XX/XX/XX] D; SIGNS REQUIRED TH 9 DATE 03/0/0 REVISION DESCRIPTON ) TTPE D SIGN REVISION APPROVED BY R ALLERS J POTTER ENDS XX / XX Identifier : G0-X(aP); No border, Black on Orange; [ENDS XX / XX] D; SIGNS REQUIRED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGN BY: J WANNER WORK ZONE ADVANCE NOTICE LOCATION MAP SHEET DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CAD BY: J WANNER /07/0/ / CHECKED BY: R ALLERS HENNEPIN PROJECT BITUMINOUS MILL & OVERLAY TC9R JOSHUA D POTTER, PROFESSIONAL ENGINEER LICENSE NO DATE LAST REVISION: 03/0/0 / 94 TC-9 pw3 3//0 \\tempo\proj\0_bitoverlay_cp744\traffic Design\TC\744_TC PLAN Rdgn

13 Addendum No Various Roadways; CP 744 ATTACHMENT B Special Provisions March 9, 0 Page of 37

14 Addendum No Various Roadways; CP 744 S-5 (404) MAINTENANCE OF TRAFFIC, (707) PUBLIC SAFETY, AND (53) TRAFFIC CONTROL 5/3/ The provisions of 404 are supplemented as follows: S-5 All traffic control devices shall conform and be installed in accordance to: the "Minnesota Manual on Uniform Traffic Control Devices" (MN MUTCD); Part, "Field Manual for Temporary Traffic Control Zone Layouts" (Field Manual); the Speed Limits in Work Zones Guideline the Minnesota Flagging Handbook; the Minnesota Standard Signs Manual; And the provisions of MnDOT 404 and 70, the Plan, and these Special Provisions S-5 The Contractor shall furnish, install, maintain, and remove all traffic control devices required to provide safe movement of vehicular and/or pedestrian traffic passing through the work zone during the life of the Contract from the start of Contract operations to the final completion thereof The Engineer will have the right to modify the requirements for traffic control as deemed necessary due to existing field conditions The highways shall be kept open to traffic at all times, except as modified below Traffic control devices include, but are not limited to, barricades, warning signs, trailers, flashers, cones, drums, pavement markings and flaggers as required and sufficient barricade weights to maintain barricade stability S-53 The Contractor shall furnish names, addresses, and phone numbers of at least three (3) individuals responsible for the placement and maintenance of traffic control devices At least one of these individuals shall be "on call" 4 hours per day, seven days per week during the times any traffic control devices, furnished and installed by the Contractor, are in place The required information shall be submitted to the Engineer at the Pre-construction Conference The Contractor shall also furnish the names, addresses, and phone numbers of those individuals to the following: March 9, 0 Page of 37

15 Addendum No Various Roadways; CP 744 LIST OF CONTACTS FOR THE PROJECT OVERLAYS SEGMENT ORGANIZATION CONTACT NAME PHONE NUMBER ADDRESS CITY OF SAINT LOUIS PARK GENERAL POLICE GENERAL FIRE JEFF STEVENS - PUBLIC WORKS jstevens@stlouisparkorg TED RICH - WATER AND SANITARY trich@stlouisparkorg KAREN WALL - ENGINEERING kwall@stlouisparkorg JOE SHAMLA - ENGINEERING jshamla@stlouisparkorg MELISSA KENNEDY - CITY CLERK mkennedy@stlouisparkorg CITY OF ORONO COREY FARNIOK - ORONO POLICE CHIEF cfarniok@cioronomnus VAN EYLL - LONG LAKE FIRE CHIEF jvaneyll@longlakemngov SCOTT OBERAIGNER - WATER AND SANITARY soberaigner@cioronomnus ADAM EDWARDS - ENGINEERING aedwards@cioronomnus ANNA CARLSON - CITY CLERK acarlson@cioronomnus 3 CITY OF MEDINA GENERAL POLICE AND FIRE STEVE SCHERER - PUBLIC WORKS stevescherer@medinamngov JODI GALLUP - CITY CLERK jodigallup@medinamngov 4 CITY OF MINNEAPOLIS MINNEAPOLIS POLICE PRECINCT RAY CRUZ - CHIEF OF FIRE ENGINEERING/LOGISTICS CHAD DONNELLY - WATER chaddonnelly@minneapolismngov GREG GUERRINO - MINNEAPOLIS TRAFFIC SIGNALS gregguerrino@minneapolismngov SCOTT KRAMER - MINNEAPOLIS PERMITS scottkramer@minneapolismngov 5, CITY OF BLOOMINGTON GENERAL POLICE GENERAL FIRE TIM KAMPA - WATER AND SANITARY tkampa@bloomingtonmngov GENERAL WATER AND SANITARY AMY MAROHN - ENGINEERING amarohn@bloomingtonmngov GENERAL ENGINEERING GENERAL MAINTENANCE CITY CLERK OFFICE cityclerk@bloomingtonmngov CITY OF EXCELSIOR SOUTH LAKE MINNETONKA POLICE EXCELSIOR FIRE TIM AMUNDSEN - WATER AND SANITARY tamundsen@excelsiormnorg MORGAN DAWLEY - ENGINEERING mdawley@wsbengcom ANN ORLOFSKY - CITY CLERK aorlofsky@excelsiormnorg CITY OF SHOREWOOD SOUTH LAKE MINNETONKA POLICE EXCELSIOR FIRE LARRY BROWN - PUBLIC WORKS LBrown@shorewoodpwcom ALYSON FAUSKE - ENGINEERING AFauske@wsbengcom SANDIE THONE - CITY CLERK sthone@cishorewoodmnus 7 CITY OF WAYZATA GENERAL POLICE GENERAL FIRE MIKE KELLY - PUBLIC WORKS/ENGINEERING mike@wayzataorg BECKY MALONE - CITY CLERK becky@wayzataorg, 0, CITY OF BROOKLYN PARK GENERAL POLICE - NORTH GENERAL POLICE - SOUTH GENERAL FIRE JON WATSON - WATER AND SANITARY JonWatson@brooklynparkorg JESSE STRUVE - ENGINEERING JesseStruve@brooklynparkorg DEVIN MONTERO - CITY CLERK DevinMontero@brooklynparkorg 9 CITY OF MOUND GENERAL POLICE GENERAL FIRE RAY HANSON - PUBLIC WORKS rayhanson@cityofmoundcom BRIAN SIMMONS - ENGINEERING ext 74 briansi@bolton-menkcom CATHERINE PAUSCHE - CITY CLERK CatherinePausche@cityofmoundcom CITY OF BROOKLYN CENTER GARETT FLESLAND - POLICE COMMANDER gflesland@cibrooklyn centermnus JEREMY HULKE - FIRE CHIEF jhulke@cibrooklyn centermnus MICHAEL WEBER - WATER AND SANITARY mweber@cibrooklyn centermnus MIKE ALBERS - ENGINEERING malbers@cibrooklyn centermnus S-54 The Contractor shall, at the pre-construction conference, designate a Work Zone Safety Coordinator who shall be responsible for safety and traffic control management in the Project work zone The Work Zone Safety Coordinator shall be either an employee of the Contractor such as a superintendent or a foreman, or an employee of a firm which has a subcontract for overall work zone safety and traffic control management for the Project The March 9, 0 Page 3 of 37

16 Addendum No Various Roadways; CP 744 S-55 responsibilities of the Work Zone Safety Coordinator shall include, but not be limited to: Coordinating all work zone traffic control operations of the Project, including those of the Contractor, subcontractors and suppliers Establishing contact with local school district, government, law enforcement, and emergency response agencies affected by construction before work begins Maintaining a record of all known crashes within a work zone This record should include all available information, such as: time of day, probable cause, location, pictures, sketches, weather conditions, interferences to traffic, etc These records shall be made available to the Engineer upon request TRAFFIC CONTROL A) If traffic control layouts are not present in the Plan, or if the Contractor modifies the layout or sequence from the Plan, the Contractor shall submit the proposed traffic control layout to the Engineer, for approval, at least seven (7) days prior to the start of construction The Contractor does not need to submit layouts that can be found in the Field Manual All other layouts that are not found in the plan shall be submitted At least 4 hours prior to placement, all traffic control devices shall be available on the Project for inspection by the Engineer The Contractor shall modify his/her proposed traffic control layout and/or devices as deemed necessary by the Engineer B) The Contractor shall be responsible for the immediate repair or replacement of all traffic control devices that become damaged, moved or destroyed, of all lights that cease to function properly, and of all barricade weights that are damaged, destroyed, or otherwise fail to stabilize the barricades The Contractor shall further provide sufficient surveillance of all traffic control devices at least once every 4 hours C) The Contractor shall inspect, on a daily basis, all traffic control devices, which the Contractor has furnished and installed, and verify that the devices are placed in accordance with the Traffic Control Layouts, these Special Provisions, and/or the MN MUTCD Any discrepancy between the placement and the required placement shall be immediately corrected The Contractor shall be required to respond immediately to any call from the Engineer or his designated representative concerning any request for improving or correcting traffic control devices If the Contractor is negligent in correcting the deficiency within one hour of notification the Contractor shall be subject to an hourly charge assessed at a rate of $5000 per hour for each hour or any portion thereof with which the Engineer determines that the Contractor has not complied The Contractor is required to meet the traffic control device quality standards as determined in the Field Manual The Contractor shall immediately replace traffic control devices that are deemed unacceptable Signs that are dirty and result in a noticeable loss of reflectivity at night are also considered unacceptable and shall be cleaned or replaced The Contractor shall be required to respond immediately to any call from the Engineer or his designated representative concerning the notification of unacceptable traffic control devices If the Contractor is negligent in correcting the deficiency within one day of notification the Contractor shall be subject to a daily charge assessed at a rate of $500 for each day or any portion thereof with which the Engineer determines that the Contractor has not complied D) The person performing the inspection in paragraph (C) above shall be required to make a daily log This log shall also include the date and time any changes in the stages, phases, March 9, 0 Page 4 of 37

17 Addendum No Various Roadways; CP 744 or portions thereof go into effect The log shall identify the location and verify that the devices are placed as directed or corrected in accordance with the Plan All entries in the log shall include the date and time of the entry and be signed by the person making the inspection The Engineer reserves the right to request copies of the inspection logs, as he deems necessary The Contractor shall provide copies of the inspection logs on a weekly basis on a day of the week determined by the Engineer Additionally the Engineer may request copies of the logs at any time he deems necessary If the Contractor is negligent in providing the inspection logs on the predetermined weekly date or at the Engineer s request, the Contractor shall be subject to a daily charge assessed at a rate of $5000 per day for each day or any portion thereof with which the Engineer determines that the Contractor has not complied E) If, at any time, the Contractor fails to, in a timely manner, properly furnish, install, maintain or remove any of the required traffic control devices, the Department reserves the right to correct the deficiency Each time the Department takes such corrective action, the costs thereof, including mobilization, plus $5,000 will be deducted from monies due or coming due the Contractor S-5 SPECIAL PROJECT REQUIREMENTS A) Through traffic shall be maintained at all times on all roadways Flagging operations are allowed to reduce travel to a single direction in areas approved by the Engineer Note, the contractor shall account for additional flagging and traffic control on Segment (CSAH 3) in the bid No additional payment will be made for the additional flagging and traffic control required in this segment On Segment (CSAH 3) Two-way through traffic must be restored in each direction (Westbound in the westbound lanes and Eastbound in the eastbound lanes) at the end of each workday Two-way through traffic must be restored on bituminous surfacing on all roadways within the project limits at the end of each workday B) The Contractor will be permitted to restrict traffic to single lane operation on all roadways as needed during the time periods that milling or paving operations are actually being performed Prior to commencement of milling or paving operations and upon completion of said operations on a daily basis, traffic shall be restored in all traffic lanes See Lane Closures (Section S- 59) for lane closure provisions Any closure of traffic lanes overnight must be approved by the Engineer C) Lane Markings: At the end of each day during Milling Operations, the Contractor shall be required to provide temporary pavement markings in locations where existing lines have been removed Payment will be made under the 5 Contract Items At the end of each day during paving operations, the Contractor shall place temporary reflectorized pavement marking tape, in accordance with MnDOT Standard Specification 5, or utilize Temporary Raised Pavement Markers (TRPMs) (as an incidental expense), as lane delineation between all traffic lanes on each paving lift that is, or will be, open to normal traffic flow Furnishing and placing of temporary pavement marking tape or TRPMs shall be an incidental expense for which no direct compensation March 9, 0 Page 5 of 37

18 Addendum No Various Roadways; CP 744 will be made Temporary pavement markings shall be completed within five days of the paving operations The Contractor shall be required to maintain these temporary paint marking until permanent striping is completed on each Segment D) Entrances Access to existing entrances shall be maintained at all times except as follows: a) Where curb work or miscellaneous driveway construction is completed as part of the project, and there is more than one entrance to a single property, one entrance may be temporarily closed for a period not exceeding three working days It shall be the Contractor's responsibility to notify the affected property owner in advance of any such closure b) Where there is only one entrance to a property, the Contractor shall conduct his work to provide for vehicular ingress and egress to the property at all times c) The Contractor shall conduct all construction activities within parking lots, driveways, and entrance aprons, in a timely manner so as to minimally disrupt the daily operations of the affected adjacent property owners E) Advance Notification- & Portable Message Signs a) Advance notice signs for alerting the traveling public of the upcoming road work along all Segments shall be installed no less than 7 calendar days prior to work commencing on a given Segment F) Pedestrian traffic shall be maintained and guided through the Project at all times S-57 MILLING, SEALCOATING, AND PAVING OPERATIONS (A) The Contractor shall schedule milling and bituminous paving operations such that milled areas will be covered with a wear course within 7 hours of completion of the milling unless otherwise noted, except for delays caused by inclement weather Note, Segment 7 (CSAH 0- Wayzata) paving operations shall be between 7:00PM and :00AM Note, segments and 9 with mill depths of 3 inches are required to have the lower 5 inches of bituminous lift of the overlay paved within 4 hours Traffic will be allowed on the milled surface; however, at the end of each day during milling operations, the Contractor shall be responsible for furnishing and installing temporary striping as directed by the Engineer Payment for temporary striping will be made under the appropriate 5 bid items (B) When traffic is allowed to drive on the milled surface, the Contractor shall furnish and install "GROOVED PAVEMENT" and "BUMP" signs with "Advisory Speed" plates at locations determined by the Engineer Payment for these signs shall be included in the lump sum payment for traffic control (C) Any drop-off where traffic will cross from or to the in place surface, or from or to the milled surface, shall be tapered and/or chamfered so as to provide for the safe passage of traffic (D) The Contractor shall schedule construction operations to minimize traffic exposure to March 9, 0 Page of 37

19 Addendum No Various Roadways; CP 744 uneven lanes, milled edges, and edge drop-offs Only after every attempt has been made to avoid these conditions and one or more of them are deemed necessary, the Contractor shall provide and maintain the appropriate traffic control in accordance with the "DROP OFF GUIDELINES" in the Field Manual (E) The Contractor shall not mill any notches for surfacing tapers until immediately prior to paving, except that with the Engineer's permission, the Contractor may mill the notches, and install and maintain temporary bituminous tapers to provide for the safe passage of traffic until the surfacing taper is installed (F) Constructing and milling tapers and/or chamfers shall be incidental (G) The Contractor shall maintain traffic with a minimum of delay during milling and paving operations at intersections controlled by signals or by all-way stop signs The Contractor shall provide off-duty police officers (in areas where it is mutually agreed to by the Engineer and the Contractor), to direct and control traffic around and through milling and paving operations at those intersections "Police officer" means every officer authorized to direct or regulate traffic or to make arrests for violations of traffic rules (H) The Contractor may close intersecting streets to traffic, other than at intersections controlled by signals or "All Way Stop" signs during milling and paving operations in the intersection, but only if there are adequate alternate routes for the intersecting street traffic The Contractor shall not close adjacent intersecting streets to traffic concurrently The Contractor shall notify the local road and emergency service authorities of its schedule to close intersecting streets 4 hours in advance of the closure S-5 SIGNAL AND LIGHTING SYSTEMS The Contractor shall not interfere with the operation of any traffic signal system, except as required by the Contract The Contractor shall notify the Engineer at least 4 hours prior to beginning any work that will interfere with any traffic signal system or its detectors If police officers are deemed necessary under a mutual agreement between the Engineer and Contractor, the Contractor shall furnish off-duty police officers with cars for directing and controlling traffic during such times as the existing or temporary signal system at each location is out of operation "Police officer" means every officer authorized to direct or regulate traffic or to make arrests for violations of traffic rules Off-duty police officers shall be furnished in such numbers as deemed necessary by the Engineer to direct traffic Payment for police officers is identified elsewhere in these provisions S-59 MAINTENANCE AND STAGING OF TRAFFIC CONTROL (A) Pedestrian traffic shall be maintained and guided through the Project at all times (B) The Contractor shall cover all signs that are not consistent with traffic operations The cover should be a plate of solid material covering the entire legend or all of that part of the legend that is inappropriate The cover shall be bolted to the sign and shall have a minimum of / inch [3 mm] plastic washers between the sign face and the cover See Figures A, B and C of the Traffic Engineering Manual for details This work will be done as required by the Engineer March 9, 0 Page 7 of 37

20 Addendum No Various Roadways; CP 744 S-50 (C) Street identification signage shall be maintained at all times Where the only existing signs are small city or county signs located at the intersection, street names and address numbers shall be maintained by temporary installations as required by the Engineer This is necessary to maintain the 9 emergency system (D) No access to or from any public road will be permitted for the Contractor's equipment, material deliveries, the hauling of excavated materials of any kind, or employees' private vehicles, except at in place public road intersections, or at locations and in such manner as approved by the Engineer (E) As each road is completed, the Contractor shall install the signing and pavement markings required to safely open that road to traffic This work shall be completed on or before the date of opening as approved by the Engineer Overhead signs may be temporarily ground mounted at the Contractor's expense GENERAL REQUIREMENTS A) All portable sign assemblies shall be perpendicular to the ground No roll-up signs will be allowed unless authorized by the Engineer No traffic control device (signs, channelizing devices, arrow boards, etc) shall be weighted so they become hazardous to motorists and workers The approved ballast system for devices mounted on temporary portable supports is sandbags, unless it is designed, crash tested, and approved for the specific device During freezing conditions, the sand for bags shall be mixed with a deicer to prevent the sand from freezing The sandbags shall be placed and maintained at the base of the traffic control device to the satisfaction of the Engineer When signs will remain in the same location for more than 30 consecutive days the signs shall be post mounted This would not include portable signs, which are set up and taken down at the beginning and end of each work shift The signs must be post mounted B) When signs are installed, they shall be mounted on posts driven into the ground at the proper height and lateral offset as detailed in the MN MUTCD When signs are removed, the sign posts and stub posts shall also be removed from the Right of Way within two () weeks or the Contractor shall be subject to a daily charge assessed at a rate of $0000 per day for each day or portion thereof with which the Engineer determines that the Contractor has not complied C) All temporary rigid signs shall be fabricated with an approved retroreflective sheeting material of the appropriate color, and be listed under the Approved/Qualified Products List (APL/QPL ) for either Sheeting for Rigid Temporary Work Zone Signs, Delineators, and Markers (Type IX and XI) or Sheeting for Rigid Permanent Signs, Delineators, and Markers (Type IX and XI) Signs remaining inplace that still apply during temporary operations need no change in sign sheeting The sheeting materials APL/QPL, including the retroreflective sheeting types, is located at D) At the beginning of the Project, the Contractor shall store at least extra Type III barricades and 5 extra retroreflective drums, at a convenient location within the Project limits, to be used at the discretion of the Engineer Furnishing and erecting these traffic control devices shall be incidental If additional devices, beyond the quantity specified above, are ordered by the Engineer the Contractor will be compensated according to Section S-4040 (ADDITIONAL TRAFFIC CONTROL DEVICES AND EXTENDED USE OF TRAFFIC CONTROL March 9, 0 Page of 37

21 Addendum No Various Roadways; CP 744 DEVICES) of this Special Provision E) All in place signs and delineators that interfere with the Contractor's normal operation shall be covered, relocated outside of the work area, or removed by the Contractor at the direction of the Engineer This includes any other signs that interfere with the Contractor s operation Signs that are removed and will be reused are to be stored in such a manner as to protect the sign from scratching, fading, or other harmful affects until said signs are reinstalled Upon completion of work at each sign location, or at the direction of the Engineer, the signs shall be replaced as near to their original locations as possible or to a location designated by the Engineer Signs and structures damaged by the Contractor shall be replaced by him at his own expense The reinstalled sign posts shall be plumb and the sign panels shall be level The minimum mounting height shall be 7 feet above the elevation of the traveled roadway The minimum embedment length of the stub posts shall be 35 feet The splice between the stub post and the riser post shall be a minimum of inches The Contractor will be assessed a $00 charge for each sign that does not comply with the In Place Signing requirements In addition the Contractor will be required to correct the deficiency at his own cost within weeks of being notified by the County If the deficiency has not been corrected within weeks, the Contractor will be charged $50 per sign per day until the deficiency has been corrected All costs incurred to cover, relocate, salvage, and reinstall in place signing shall be incidental work F) Open excavation adjacent to the existing pavement will not be permitted on opposite sides of the roadway at the same time G) The Contractor shall provide protective devices necessary to protect traffic from excavations, drop-offs, falling objects, splatter or other hazards that may exist during construction This work shall be incidental The Contractor will not be allowed to suspend material, equipment, tools and personnel over traffic unless a lane closure is established below All costs associated with the lane closure will be considered incidental H) The Contractor will not be permitted to park vehicles or construction equipment in a location that obstructs any traffic control device The parking of workers' private vehicles will not be allowed within the Project limits unless so approved by the Engineer Note of Layout of the Field Manual is hereby deleted The Contractor will not be allowed to load or unload material or equipment on the shoulders of the roadway without a full shoulder closure using appropriate signs, barricades and channelizing devices as directed by the Engineer I) The Contractor will not be allowed to store materials or equipment within 30 feet [0 m] of through traffic unless approved by the Engineer If materials or equipment must be stored within 30 feet [0 m] of through traffic, the Contractor shall provide Type B channelizers, barricades or barriers, placed near the object to warn and protect traffic J) Except for what is allowed in the traffic control plans, under no circumstances shall traffic be permitted to run on any portion of the inplace shoulders without the approval of the Engineer If the Contractor uses the shoulders for construction equipment, and said shoulder pavement subsequently becomes damaged, the Contractor shall repair the damaged inplace shoulder pavement to the satisfaction of the Engineer, at the March 9, 0 Page 9 of 37

22 Addendum No Various Roadways; CP 744 Contractor's expense K) As a precautionary measure from a soils standpoint, traffic lanes to be used during construction must be delineated to keep vehicles a safe distance away from the adjacent excavation The delineation should coincide with points established by projecting : (rise:run) or greater (flatter) slope between the edge of the traffic surface and the bottom of the excavation In areas of muck excavation, use :30 or flatter Where sheeting is in place : (rise:run) can be used L) High Visibility Apparel All workers within the road Right-of-Way who are exposed to either traffic or to construction equipment shall wear reflectorized high-visibility safety apparel High-visibility safety apparel means personal protective safety clothing that is intended to provide conspicuity during both daytime and nighttime usage, and meets the minimum performance Class requirements of the ANSI/ISEA publication entitled American National Standard for High-Visibility Safety Apparel and Headwear Additional Requirements: ANSI/ISEA Class 3 Requirements (Class Vest with Class E Long Pants) Flaggers In addition to an ANSI Class vest, shirt, or jacket, flagger shall wear high visibility Class E long pants and a hat Nighttime and Low Light Conditions All workers working at night or in low light conditions shall wear high visibility Class E long pants in addition to an ANSI Class vest, shirt, or jacket and retro-reflective headgear All high visibility apparel must be worn in the manner for which it was designed All apparel worn on the torso must be closed in the front to provide contiguous 30 degree visibility If a worker s high-visibility apparel becomes faded, worn, torn, dirty, or defaced, reducing the conspicuity of the apparel, the apparel shall be removed from service and replaced with new apparel The Contractor will be subject to a non-compliant charge for failure to adhere to the clothing requirements as listed above Non-compliance charges, for each incident, will assessed at a rate of $50000 per incident that the Engineer determines that the Contractor has not complied M) The Contractor shall provide a Traffic Control Supervisor Payment and measurement will be made as provided in Section S-53 (TRAFFIC CONTROL SUPERVISOR) of these Special Provisions N) In temporary traffic control zones only, a x black on white Keep Right sign, may be used in lieu of the sizes stated in the Standard Signs Manual S-5 VEHICLE WARNING LIGHT SPECIFICATION All Contractors, subcontractors' and suppliers' mobile equipment, operating within the limits of the Project with potential exposure to passing traffic, shall be equipped with operable warning lights that meet the appropriate requirements of the SAE specifications This would include closed roads that are open to local traffic only This also includes any vehicle that enters the traveled roadway at any time The SAE specification requirements are as follows: March 9, 0 Page 0 of 37