ODOT District Roadway General Notes R401: LINEAR GRADING R402: ITEM RESHAPING UNDER GUARDRAIL R403: CURB RAMPS / DETECTABLE WARNINGS

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1 R401: LINEAR GRADING R402: ITEM RESHAPING UNDER GUARDRAIL R403: CURB RAMPS / DETECTABLE WARNINGS R404: DELETED R405: BARRIER REFLECTORS R406: PAVEMENT MARKING LANE WIDTHS R407: TYPE A ANCHOR ASSEMBLY REPLACEMENT R408: DELETED R409: DELETED R410: UTILITIES R411: UTILITIES R412: UTILITIES R413: DELETED R414: ITEM SPECIAL - MISC.: VERTICAL CLEARANCE R415: PAVEMENT MARKING DETAILS R416: ITEM 422 SINGLE CHIP SEAL TIME RESTRICTIONS R417: TRAFFIC COUNTERS R418: BENCHMARKS AND CENTERLINE REFERENCE TIES R419: PEDESTRIAN CURB CUTS - 1 -

2 R401: LINEAR GRADING SHOULDER WIDTH BEYOND THE LIMITS OF THE COMPACTED AGGREGATE WILL BE GRADED TO PROVIDE POSITIVE DRAINAGE AND WILL BE PERFORMED ONLY IN THE AREAS NECESSARY. THIS WORK WILL NOT BE PERFORMED ON THE ENTIRE PROJECT. THE AREAS FOR THE WORK WILL BE MARKED BY THE PROJECT ENGINEER. UNDER NO CIRCUMSTANCES WILL THIS WORK BE PERFORMED CONCURRENTLY WITH ANY OTHER OPERATION. GRADING WILL BE ACCOMPLISHED BY THE REMOVAL OF, OR ADDITION OF MATERIAL TO PROVIDE A 0.08 POSITIVE SLOPE. EXCESS MATERIAL WILL BE WINDROWED ON THE SHOULDER. THE GRADED AREAS WILL BE COMPACTED TO A SUFFICIENT DENSITY TO PREVENT EROSION UNTIL SEEDING AND MULCHING IS PERFORMED. ALL EXCESS MATERIAL WILL BE REMOVED FROM THE BERMS AND WILL BE DISPOSED OF OFF THE PROJECT BY THE CONTRACTOR. SEEDING AND MUCHING, FERTILIZER AND LIME WILL BE PERFORMED WITHIN A PERIOD NOT TO EXCEED 10 DAYS AFTER THE LINEAR GRADING. THE QUANTITY OF ITEM 209 IS NOT PERMITED TO BE INCREASED. REDUCTIONS IN QUANTITIES ARE PERMITTED AS DETERMINED BY THE PROJECT ENGINEER. ALL MATERIALS, LABOR, EQUIPMENT, TOOLS, AND INCIDENTALS NECESSARY TO COMPLETE THIS WORK WILL BE INCLUDED IN THE UNIT PRICE FOR THE PERTINENT BID ITEM. THE FOLLOWING QUANTITIES HAVE BEEN CARRIED TO THE GENERAL SUMMARY: 209, LINEAR GRADING, STA. 659, SEEDING AND MULCHING, SQ YD 659, COMMERCIAL FERTILIZER, TON 659, LIME, ACRES 659, WATER, M. GAL. This note is used on resurfacing projects to provide positive drainage as directed by the Scope of Services for the Project. The Designer must calculate the maximum number of Stations of Linear Grading based upon a maximum PROJECT Earth Disturbed Area of 4.90 Acres based on an average width of 5 feet for the Linear Grading. The following formula may be used to determine the maximum number of Stations of Linear Grading: (4.9 - Field Office EDA - Other EDA in Project) * / 5 / 100 The Field Office EDA is determined by Field Office Type (Location and Design Manual Figure ): Type A = Ac, Type B = 0.25 Ac, Type C = 1.00 Ac Other EDA in Project is determined from the other work to be performed in the Project. Supply CMS 659 quantities based upon Earth Disturbed Area for the Linear Grading, total area in acres will be as per the following formula: (STA of Linear Grading) * 5 / Note: If the Project contains areas of EDA that are in excess of 1.0 acres at a single location (including the Field Office) that do not qualify as ROUTINE MAINTENANCE then the Linear Grading cannot be performed on the Project UNLESS you supply BMPs for ENTIRE PROJECT including areas of Linear Grading. Consult with Thomas J Powell, PE - 2 -

3 for further information or clarification. Refer to Location and Design Manual Section 1112 for additional information. Revised 07/14/2016 R402: ITEM RESHAPING UNDER GUARDRAIL TREATED SHOULDER WIDTH BEYOND THE LIMITS OF THE COMPACTED AGGREGATE SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE INTO THE DITCH AND SHALL BE PERFORMED ONLY IN THE AREAS NECESSARY. RESHAPING SHALL BE ACCOMPLISHED BY THE REMOVAL OF, OR ADDITION OF MATERIAL TO PROVIDE A 0.08 SLOPE TO THE DITCH BREAK POINT. EXCESS MATERIAL SHALL BE WINDROWED ON THE SHOULDER. THE RESHAPED AREAS SHALL BE COMPACTED TO A SUFFICIENT DENSITY TO PREVENT EROSION UNTIL SEEDING AND MULCHING AS PER 659 IS PERFORMED. ALL EXCESS MATERIAL SHALL BE REMOVED FROM THE BERMS AND NOT ALLOWED TO ENTER THE DITCH LINE AND SHALL BE DISPOSED OF OFF THE PROJECT BY THE CONTRACTOR. THE METHOD OF MEASUREMENT OF ITEM 209 RESHAPING UNDER GUARDRAIL SHALL BE STATIONS, WITH ONE STATION EQUAL TO 100 LINEAR FEET. THE DISTANCE SHALL BE MEASURED ALONG EACH EDGE OF PAVEMENT. ALL MATERIALS, LABOR, EQUIPMENT, TOOLS AND INCIDENTALS NECESSARY TO COMPLETE THE WORK SHALL BE INCLUDED IN THE UNIT BID PRICE FOR ITEM 209 RESHAPING UNDER GUARDRAIL. IN AREAS WHERE GRADING IS NOT REQUIRED BEYOND THE 617 LIMIT, RESHAPING UNDER GUARDRAIL WILL BE NON-PERFORMED AS DIRECTED BY THE ENGINEER. THE FOLLOWING QUANTITY HAS BEEN CARRIED TO THE GENERAL SUMMARY: 209, RESHAPING UNDER GUARDRAIL, STA This note is used on resurfacing projects where the grading around the existing guardrail must be corrected to provide for positive drainage. Supply seeding and mulching quantities, area example: (graded width width) x (sta x 100) / 9 = sq. yd. Revised 03/05/2005 R403: CURB RAMPS / DETECTABLE WARNINGS UNLESS OTHERWISE DIRECTED BY THE ENGINEER, INSTALLATION OF THE CURB RAMPS / DETECTABLE WARNINGS WILL BE PERFORMED PRIOR TO MAINLINE RESURFACING. This note is to be used on Resurfacing Projects where the sidewalk is not being detailed in Plan View ONLY. The Designer is required to complete the Roadway_Curb_Ramps_2010.xlsx Spreadsheet located in I:\d4std\Excel_Calc_Sheets\2010_CMS. This spreadsheet will be included in the plans as a sub-summary. Review the instructions at the top of the spreadsheet detailing the requirements. Add STD DWG BP-7.1 to the Title Sheet. Revised 10/19/

4 R404: DELETED NOTE DELETED R405: BARRIER REFLECTORS THE FOLLOWING ESTIMATED QUANTITIES HAVE BEEN CARRIED TO THE GENERAL SUMMARY FOR USE AT LOCATIONS DIRECTED BY THE ENGINEER FOR INSTALLING/REPLACING BARRIER REFLECTORS ON ALL EXISTING BARRIER RUNS WITHIN THE PROJECT LIMITS. 202, REMOVAL MISC.: BARRIER REFLECTOR, EACH 626, BARRIER REFLECTOR, TYPE A, EACH 626, BARRIER REFLECTOR, TYPE B, EACH 626, BARRIER REFLECTOR, TYPE A2, EACH 626, BARRIER REFLECTOR, TYPE B2, EACH This note is used on resurfacing projects. Refer to CMS 626 to determine number/type of reflectors to be provided for concrete barrier and guardrail. Use of roadviewer may aide in determining lengths of existing barrier. Removal quantity should be based upon approximately 25% of the placement quantity. Revised 05/11/2005 R406: PAVEMENT MARKING LANE WIDTHS THE NORMAL LANE WIDTH FOR THE PAVEMENT MARKINGS ON THIS PROJECT WILL BE AS FOLLOWS [AT LEAST 3 DAYS PRIOR TO PERFORMING THE WORK CONTACT THE TRAFFIC OFFICE AT TO CONFIRM THE WIDTHS]: ROUTE S.L.M. TO S.L.M. LANE WIDTH (route) (slm or sta) (width) This note is used on resurfacing projects. Revised 04/03/2009 R407: TYPE A ANCHOR ASSEMBLY REPLACEMENT THERE ARE LOCATIONS BETWEEN SLM AND SLM WHERE TYPE A ANCHOR ASSEMBLIES CURRENTLY EXIST ADJACENT TO SR. THE FOLLOWING ITEMS WILL BE USED TO REMOVE THE EXISTING ANCHOR ASSEMBLY, A PORTION OF THE EXISTING GUARDRAIL AND INSTALL A NEW ANCHOR ASSEMBLY AND GUARDRAIL FOR EACH LOCATION: GUARDRAIL REMOVED, 75 FT BORROW, 2.5 CU YD GUARDRAIL, TYPE MGS WITH LONG POSTS, 25 FT ANCHOR ASSEMBLY, MGS TYPE E, 1 EACH BARRIER REFLECTOR, TYPE A, 3 EACH SEEDING AND MULCHING, 33 SQ YD ALL MATERIALS, LABOR, EQUIPMENT, TOOLS, AND INCIDENTALS NECESSARY TO COMPLETE THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE FOR THE PERTINENT BID ITEM. THE FOLLOWING QUANTITIES HAVE BEEN CARRIED TO THE GENERAL SUMMARY: 202, GUARDRAIL REMOVED, FEET 203, BORROW, CU YD 606, GUARDRAIL, TYPE MGS WITH LONG POSTS, FEET 606, ANCHOR ASSEMBLY, MGS TYPE E, EACH 626, BARRIER REFLECTOR, TYPE A, EACH - 4 -

5 659, SEEDING AND MULCHING, SQ YD 659, COMMERCIAL FERTILIZER, TON 659, LIME, ACRES 659, WATER, M. GAL. Revised 02/20/2013 R408: DELETED Revised 11/30/2015 R409: DELETED Revised 11/30/2015 R410: UTILITIES THE CONTRACTOR SHALL USE THE FOLLOWING PROCEDURE AT EACH LOCATION WHERE WORK IS PERFORMED, IN ACCORDANCE WITH SECTIONS AND IN THE CONSTRUCTION AND MATERIALS SPECIFICATIONS: THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER, THE OHIO UTILITIES PROTECTION SERVICE (OUPS), THE OHIO & GAS PROCEDURES UNDERGROUND PROTECTION SERVICE (OGPUPS), THE OHIO DEPARTMENT OF TRANSPORTATION DISTRICT 4 HEADQUARTERS AND ALL NON REGISTERED UTILITY OWNERS AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION OPERATIONS IN ALL AREAS. OUPS (CONTACT LIMITED BASIS PARTICIPANTS DIRECTLY) OGPUPS ODOT MICHELLE CHANEY THE LOCATION OF THE UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE AS OBTAINED FROM THE OWNERS AS REQUIRED BY SECTION O.R.C. LISTED BELOW ARE ALL UTILITIES LOCATED WITHIN THE PROJECT CONSTRUCTION LIMITS TOGETHER WITH THEIR RESPECTIVE OWNERS: (List all sanitary, telephone, electric, gas, water, cable TV, etc.) (Name of Owner, Street or P.O. Box, City, State, Zip Code, and Emergency Telephone Number.) *Denotes Limited Basis Member - must be contacted directly This utility note is used on resurfacing projects where the utilities have been obtained and are listed. Revised 07/10/2018 R411: UTILITIES THE CONTRACTOR SHALL USE THE FOLLOWING PROCEDURE AT EACH LOCATION WHERE WORK IS PERFORMED, IN ACCORDANCE WITH SECTIONS AND IN THE CONSTRUCTION AND MATERIALS SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER, THE OHIO UTILITIES PROTECTION SERVICE (OUPS), THE OHIO & GAS PROCEDURES UNDERGROUND - 5 -

6 PROTECTION SERVICE (OGPUPS), THE OHIO DEPARTMENT OF TRANSPORTATION DISTRICT 4 HEADQUARTERS AND ALL NON REGISTERED UTILITY OWNERS AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION IN ALL AREAS. OUPS (CONTACT LIMITED BASIS PARTICIPANTS DIRECTLY) OGPUPS ODOT MICHELLE CHANEY THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE NOT SHOWN ON THE PLANS, BUT CAN BE OBTAINED FROM THE OWNERS OF THE UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES. This utility note is used on resurfacing projects where the utilities have not been obtained. Revised 07/10/2018 R412: UTILITIES THE UNDERGROUND UTILITIES ON THIS PLAN HAVE BEEN LOCATED BY USING A SUBSURFACE UTILITY ENGINEERING COMPANY [SUE]. IF THERE ARE ANY DISCREPANCIES BETWEEN FIELD MARKINGS AND WHAT THE PLAN INDICATES, PLEASE CONTACT, DISTRICT UTILITY COORDINATOR , PRIOR TO ANY SUBSURFACE WORK BEING INITIATED. Add this to the standard utility note when the utilities have been located by a Subsurface utility Engineering Company. Insert the proper Utility Coordinators Name and Phone Number. Revised 02/03/2017 R413: DELETED Revised 11/30/2015 R414: ITEM SPECIAL - MISC.: VERTICAL CLEARANCE AFTER ALL CONSTRUCTION HAS BEEN COMPLETED, A REGISTERED SURVEYOR WILL TAKE VERTICAL CLEARANCE MEASUREMENTS AT LOCATIONS INDICATED ON THE APPROVED ODOT FORM (AVAILABLE IN THE DISTRICT 4 STRUCTURES AND PAVEMENT OFFICE). THE FINAL MEASUREMENTS SHALL BE RECORDED ON THE FORM AND SUBMITTED TO THE PROJECT ENGINEER AND THE DISTRICT 4 STRUCTURES AND PAVEMENT ENGINEER. THE RECORD SHALL BEAR THE SEAL OF THE LECENSED SURVEYOR WHO HAS TAKEN THE MEASUREMENTS. THIS WORK SHALL BE PERFORMED AT THE FOLLOWING STRUCTURES: [add list of structures here] THE FOLLOWING QUANTITY HAS BEEN CARRIED TO THE GENERAL SUMMARY: SPECIAL - MISC.: VERTICAL CLEARANCE, EACH This note is to be used on all resurfacing projects on a 4 or 2 lane road with overhead structures. It should also be used on all projects which modify the mainline and/or overhead structure such as bridge redecking. Use the 690E98000 Item Code. Revised 10/16/2007 R415: PAVEMENT MARKING DETAILS THE PAVEMENT MARKING DETAIL SHEETS WILL BE SUPPLIED TO THE CONTRACTOR AT THE PRE-CONSTRUCTION MEETING

7 This note is to be used on all resurfacing projects Revised 01/16/2009 R416: ITEM 422 SINGLE CHIP SEAL TIME RESTRICTIONS THE CONTRACTOR IS REQUIRED TO HAVE A ONE (1) DAY WAITING PERIOD BETWEEN THE TIME THE INTERLAYER CHIP SEAL IS PLACED AND THE OVERLYING ASPHALT CONCRETE COURSE IS PLACED. AFTER THE WAITING PERIOD, THE CONTRACTOR HAS A MAXIMUM OF ( ) DAYS TO COVER UP THE CHIP SEAL. This note is to be used on projects where Chip Seal is used an inter-layer. The Designer will contact the Construction Area Engineer to determine the required number of days to cover up the Chip Seal. Revised 06/01/2012 R417: TRAFFIC COUNTERS THE CONTRACTOR WILL CONTACT THE TRAFFIC MONITORING SECTION, FIELD MANAGER AT , FOURTEEN (14) CALENDAR DAYS PRIOR TO WORK INVOLVING THE TRAFFIC DATA COLLECTION SITE AT. Designer Note- Include this note when a WIM or ATR will be affected by the project. Fill in the location of the WIM/ATR. Added 07/09/2010 R418: BENCHMARKS AND CENTERLINE REFERENCE TIES BENCHMARKS AND CENTERLINE REFERENCE TIES FOR THIS PROJECT WILL BE SUPPLIED TO THE CONTRACTOR AT THE PRE-CONSTRUCTION MEETING. To be used when directed to by the Survey Operations Manager. Added 02/24/2012 R419: PEDESTRIAN CURB CUTS THE CONTRACTOR WILL PROVIDE CURB CUTS, AS DETAILED BELOW WHERE CURB CURRENTLY EXISTS. THE FOLLOWING ITEMS WILL BE USED TO REMOVE THE EXISTING CURB AND INSTALL NEW PEDESTRIAN CURB CUTS (ALL ITEMS MAY NOT BE USED AT ALL LOCATIONS): ITEM 202, CURB REMOVED ITEM 203, EXCAVATION ITEM 203, EMBANKMENT ITEM 609, COMBINATION CURB AND GUTTER, TYPE 2 ITEM 609, CURB, TYPE 6 ITEM 659, SEEDING AND MULCHING REFER TO THE CURB RAMP SUB-SUMMARY FOR LOCATIONS AND QUANTITIES. To be used when needed to install curb cuts. Also include detail from curb_cut.dgn with this note Added 04/29/

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