CITY OF RICHMOND, VIRGINIA BIKE LANE

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1 CITY OF RICHMOND, VIRGINIA DEPARTMENT OF PUBLIC WORKS TRANSPORTATION ENGINEERING DIVISION BIKE LANE VHB PROJECT NO. 9. INDEX OF SHEETS JAMES RIVER Title SITE Lic. CITY OF RICHMOND NAVTEQ AND Microst Corporati LOCATION MAP DRAWING NO: O-XXXXX August, South th Suite Richmond, VA 9 8..

See Route Information on Back Stop# 9 Exist. Prop.

DOUBLE SIGN DOUBLE YELLOW LINE STOP LINE ADJ APPROX BWLL DYCL EX EXIST MAX MIN NIC ADJUST APPROXIMATE BROKEN LANE LINE DOUBLE YELLOW CENTER LINE EXISTING EXISTING MAXIMUM MINIMUM NOT IN CONTRACT.

. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.

(WHICHEVER ARE MORE STRINGENT).. WORK WITHIN THE LOCAL RIGHT-OF-WAY SHALL CONFORM TO CITY OF RICHMOND STANDARDS.

THE SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT APPROPRIATE PERMITS. M.U.T.C.D. Number Desc. STOP M.U.T.C.D. Number R- R- R- R- R- R-a Desc.

. CROSSWALK CROSSBIKE ACCESSIBLE CURB RAMP ACCESSIBLE PARKING VAN-ACCESSIBLE PARKING FIRE HYDRANT TRAFFIC SIGNAL NTS SWEL SWLL TYP NOT TO SCALE SOLID EDGE LINE SOLID LANE LINE TYPICAL.

. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 8.

DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER.

SPEEDING R-(M) $ ADDITIONAL R- FINE R- R-a R- R-8 P RESERVED PARKING W- W- W- W-8 W- W- S SIGNALED INTERSECTION.

R- R-8 W- W-a UTILITY POLE MATCHLINE. CONTRACTOR SHALL SEAL ALL ASPHALT AND REPAIR SURFACES AS NECESSARY ALONG BIKE LANES WHERE MINOR CRACKS AND JOINTS IMPEDE NORMAL BICYCLE FLOW.

. CONTRACTOR SHALL INSPECT ALL STOP BARS AT SIDE STREET INTERSECTIONS. ALL STOP BARS SHALL BE REFRESHED TO FULL VISIBILITY.

Layout and Materials R-L R-R R8-a R8-a(M) P PDURING CHURCH ACTIVITIES BRIDGE TRAFFIC LEFT LANE W- W-a W8- W-pL BRIDGE MILE.

PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR.

2 See Route Information on Back Stop# 9 Exist. Prop. Legend General Abbreviations General Notes Existing Sign Summary Regulatory Sign Summary Warning Sign Summary RIGHT-OF-WAY/PROPERTY LINE FACE OF CURB BUILDING FLEXIBLE DELINEATOR DUMPSTER PAD SIGN DOUBLE SIGN DOUBLE YELLOW LINE STOP LINE ADJ APPROX BWLL DYCL EX EXIST MAX MIN NIC ADJUST APPROXIMATE BROKEN LANE LINE DOUBLE YELLOW CENTER LINE EXISTING EXISTING MAXIMUM MINIMUM NOT IN CONTRACT. CONTRACTOR SHALL CONTACT MISS UTILITY AT 8, -8--, OR NO LESS THAN HOURS PRIOR TO EXCAVATION AND SHALL NOT DISTURB THE SOIL UNTIL DIG TICKET HAS BEEN PROCESSED.. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT).. WORK WITHIN THE LOCAL RIGHT-OF-WAY SHALL CONFORM TO CITY OF RICHMOND STANDARDS.. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN NECESSARY PERMITS, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT APPROPRIATE PERMITS. M.U.T.C.D. Number Desc. STOP M.U.T.C.D. Number R- R- R- R- R- R-a Desc. M.U.T.C.D. Number Desc. M.U.T.C.D. Number W- W- W-8L W-V W-8R W- Desc. South th Suite Richmond, VA CROSSWALK CROSSBIKE ACCESSIBLE CURB RAMP ACCESSIBLE PARKING VAN-ACCESSIBLE PARKING FIRE HYDRANT TRAFFIC SIGNAL NTS SWEL SWLL TYP NOT TO SCALE SOLID EDGE LINE SOLID LANE LINE TYPICAL. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 8. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 9. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER.. THIS PROJECT IS NOT SUBJECT TO THE CITY OF RICHMOND STORMWATER MANAGEMENT PERMIT (RSMP) AS THERE IS NO LAND DISTURBANCE. SPEEDING R-(M) $ ADDITIONAL R- FINE R- R-a R- R-8 P RESERVED PARKING W- W- W- W-8 W- W- S SIGNALED INTERSECTION. CONTRACTOR SHALL PHASE WORK TO MINIMIZE TIME BETWEEN REMOVING EXISTING MARKINGS AND TRAFFIC CONTROL DEVICES AND INSTALLATION OF NEW MARKINGS AND TRAFFIC CONTROL DEVICES. R- R-8 W- W-a UTILITY POLE MATCHLINE. CONTRACTOR SHALL SEAL ALL ASPHALT AND REPAIR SURFACES AS NECESSARY ALONG BIKE LANES WHERE MINOR CRACKS AND JOINTS IMPEDE NORMAL BICYCLE FLOW. LARGE SURFACE REPAIRS OR LAND DISTURBANCE ACTIVITIES, IF REQUIRED, SHALL BE PERFORMED UNDER SEPARATE CONTRACT. PLEASE NOTIFY CITY ENGINEER WHERE MAJOR PAVEMENT REPAIRS ARE REQUIRED.. CONTRACTOR SHALL INSPECT ALL STOP BARS AT SIDE STREET INTERSECTIONS. ALL STOP BARS SHALL BE REFRESHED TO FULL VISIBILITY. IF A STOP BAR SHOWS SIGNS OF WEAR OR MISSING PAINT IT SHALL BE REPLACED IN ITS ENTIRETY. Layout and Materials R-L R-R R8-a R8-a(M) P PDURING CHURCH ACTIVITIES BRIDGE TRAFFIC LEFT LANE W- W-a W8- W-pL BRIDGE MILE. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED. R-L R8-b PASSENGER LOADING ONLY W9-(MOD) W-pR. PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR.. ALL CONCRETE IF NOT SPECIFICALLY CALLED OUT SHALL BE A MINIMUM OF, PSI. R-R R9- W9-L W-pR Maintenance Traffic. THE PURPOSE OF THESE NOTES IS TO DESCRIBE GENERAL TRAFFIC OPERATION DURING CONSTRUCTION. IT IS NOT INTENDED TO PROVIDE ALL DETAILS RELATED TO MAINTENANCE OF TRAFFIC. R-LR R-e W9-xx W-pL. ALL MAINTENANCE OF TRAFFIC OPERATIONS AND MATERIALS SHALL MEET THE REQUIREMENTS OF THE VIRGINIA WORK AREA PROTECTION MANUAL, AUGUST, AND PART IV OF THE MUTCD, INCLUDING ALL CHANGES AND REVISIONS TO DATE FOR THESE DOCUMENTS. EXCEPT R-bP R- BICYCLES W- W-9p. CONSTRUCTION WARNING SIGNS SHALL BE PLACED IN THE ADVANCE WARNING AREA AND THE TERMINATION AREA OF THE WORK ZONE. CONTRACTOR SHALL PROVIDE SIGNS AND ANY NECESSARY STANDS TO ENSURE AN UNRESTRICTED VIEW OF THE WARNINGS. R- R-a. CONSTRUCTION IS ALLOWED MONDAY THROUGH SATURDAY DURING THE CONTRACT PERIOD. NO SUNDAY CLOSURES WILL BE ALLOWED UNLESS DIRECTED BY THE CITY TRANSPORTATION ENGINEER.. ALONG ALL PROJECT ROADWAYS, NO TEMPORARY LANE CLOSURES OR FLAGMEN OPERATIONS ARE PERMITTED BETWEEN THE HOURS OF : AM TO 9: AM AND : PM TO : PM, MONDAY THROUGH FRIDAY, OR AS DIRECTED BY THE PROJECT ENGINEER.. LANE CLOSURES WILL NOT BE PERMITTED ON HOLIDAYS OR ON THE DAY BEFORE OR AFTER, UNLESS OTHERWISE DIRECTED BY THE CITY TRANSPORTATION ENGINEER.. CONTRACTOR MUST SUBMIT THE MAINTENANCE OF TRAFFIC PLAN TO THE CITY TRAFFIC ENGINEER TWO WEEKS IN ADVANCE OF CONSTRUCTION FOR REVIEW AND APPROVAL. R- R-b R- R- EMERGENCY SIGNAL W- M.U.T.C.D. Number Sign Summary Desc. P M.U.T.C.D. Number BIKE M- CARSPARKINGBICYCLES Desc. 8. CONTRACTOR MUST MAINTAIN SAFE ACCESS TO ALL DRIVEWAYS AND MAINTAIN PEDESTRIAN ACCESS AT THE INTERSECTIONS. 9. ALL WORK WITHIN FEET OF THE OUTSIDE EDGE OF PAVEMENT SHALL BE SIGNED. UNDER NO CIRCUMSTANCE WILL CONCURRENT WORK LEFT AND RIGHT OF ANY LANE OF TRAFFIC BE ALLOWED.. NO TEMPORARY TRAFFIC CONTROL MEASURES WILL BE ALLOWED TO BE PLACED WITHIN THE RIGHT OF WAY PRIOR TO THE START OF CONSTRUCTION.. ANY FLAGGERS USED DURING CONSTRUCTION SHALL BE STATE CERTIFIED. CERTIFICATION SHALL BE AVAILABLE ON SITE AT ALL TIMES.. THE SIGNING, BARRICADING, PAVEMENT MARKING, AND OTHER TRAFFIC CONTROLS MAY BE CHANGED DURING THE PROJECT WHEN DEEMED NECESSARY BY THE CITY FOR BEST INTEREST OF THE GENERAL PUBLIC AND THE SAFE AND ORDERLY FLOW OF TRAFFIC.. FAILURE TO PROVIDE TEMPORARY TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE VIRGINIA WORK AREA PROTECTION MANUAL SHALL RESULT IN IMMEDIATE CORRECTIVE MEASURES BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. City Richmond DPW (Related to Work within ROW). ALL WORK IN THE STREETS AND SIDEWALKS SHALL BE PERFORMED UNDER A PERMIT AND MONITORED BY THE PERMIT INSPECTOR.. WORK SHALL NOT COMMENCE UNTIL THE PERMIT INSPECTOR HAS BEEN NOTIFIED, A PRE-CONSTRUCTION CONFERENCE HELD, AND MISS UTILITY CLEARS.. ANY DISTURBED SIDEWALK OR CURB SHALL BE REPAIRED AND REPLACED IN ACCORDANCE WITH CITY STANDARDS AS SHOWN ON THE PLANS. Existing Conditions Information BASE PLAN: THE PROPERTY LINES AND OTHER EXISTING CONDITIONS SHOWN ARE BASED ON INFORMATION COMPILED FROM CITY OF RICHMOND GIS AND AERIAL PHOTOGRAPHY. THEY ARE NOT WARRANTED TO BE EXACT. FIELD VERIFICATIONS OF PAVEMENT WIDTHS AND EXISTING SIGNAGE LOCATIONS WERE PERFORMED BY VHB IN AUGUST AND AGAIN IN JANUARY. Document Use. THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE, AND SHALL NOT BE USED, IN WHOLE OR IN PART, FOR ANY PURPOSE OTHER THAN FOR WHICH IT WAS CREATED WITHOUT THE EXPRESSED, WRITTEN CONSENT OF VHB. ANY UNAUTHORIZED USE, REUSE, MODIFICATION OR ALTERATION, INCLUDING AUTOMATED CONVERSION OF THIS DOCUMENT SHALL BE AT THE USER'S SOLE RISK WITHOUT LIABILITY OR LEGAL EXPOSURE TO VHB. R- R- DO NOT R- R-R ENTER R- R- TRUCKS R-a PROHIBITION AHEAD ON R- BROOK ROAD Williamsburg Road R-V(M) No Thru R- Trucks Local Deliveries Only TRUCKS PROHIBITED R-V ON BROOK ROAD R- MILE AHEAD R-R R- R-L R- TO REQUEST GREEN WAIT ON RAIL ROAD CROSSING TRACKS D- M- D- M- TRANSIT SYSTEN I- (N) M-L STOP# ridegrtc.com 8-GRTC (8) P NO PARKING BUS STOP I- (O) M-R For Information Call 8-GRTC No Parking Towing Enforced M- M-L M- M-R M- M- R M-8 M- M-9 OM-L M- S- % Package Aug., Legend and General Notes. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT FEATURES. M- S- Lic. C. 9.

3 W 9th South th Suite Richmond, VA W rd C. C. C. C. C. C. W th W nd W st W th W 9th W 8th W th W th W th W th W nd W st W th W th F % Package Aug., Overall Existing Conditions Plan Forest Hill Avenue C. Dundee Avenue Lic. 9.

4 W nd W nd W st W st W th W th W rd W rd Forest Hill Avenue Dundee Avenue Forest Hill Avenue W th W th Match Line - See Below South th Suite Richmond, VA Dundee Avenue to W rd 8 F Match Line - See Above Match Line - See C. % Package Aug., Existing Conditions Plan Dundee Avenue to W th C. Lic. - W nd to W th 9.

5 W th W th W 9th W 9th W th W th W th W th Match Line - See C. W 8th W 8th Match Line - See Below South th Suite Richmond, VA W 9th to W th 8 F W th W th Match Line - See Above Match Line - See C. % Package Aug., Existing Conditions Plan W 9th to W th C. Lic. - W th to W th 9.

6 W 9th W nd W st W th South th Suite Richmond, VA Match Line - See C. Match Line - See Below - W nd to W th 8 F W th Match Line - See Above % Package Aug., Existing Conditions Plan W nd to C. Lic. - 9.

7 South th Suite Richmond, VA 9 W 8.. S 9th th tre W e st W C nd W. W th t n Ave ee n rdi ue th W. C wa th W th Sem A Co e W s me e u n ve th W S 8th W C W tre S 9th tre W. th W. C st W nd rd W e. C. s me m Se nue e v A F % Package Aug., C tre S th W Overall Pavement Marking and Signage Plan EALTH OF V W N Lic. F ES SI O ER C. NE ue PRO Dunde e Aven ill Ave n INIA IRG ue Forest H COMM O G N A L EN I 9.

8 W nd W nd W st W st W th W th W rd W rd Forest Hill Avenue Dundee Avenue Forest Hill Avenue W th W th Match Line - See Below South th Suite Richmond, VA Pavement Marking Legend Description Color 8 9 BIKE LANE BUFFER HELMETED BICYCLIST SYMBOL AND ARROW SHARED LANE MARKING BICYCLE DETECTOR PAVEMENT MARKING CROSSBIKE GREEN BIKE LANE CROSSING WITHOUT CONFLICT PAINT SOLID LINE (") DOUBLE SOLID LINE (" EACH) YELLOW BIKE LANE STOP BAR (") VEHICULAR STOP BAR (") PAVEMENT ARROW - Dundee Avenue to W rd CROSSWALK LANE MARKING - ' DASH, ' GAP (" THICK) LANE MARKING - ' DASH, ' GAP (" THICK) BIKE LANE YIELD LINE SOLID LINE (") YELLOW PARKING ALLOWED WITHIN HATCHED AREAS VEHICLE DIRECTIONAL ARROW (NOT PAINTED) VEHICLE PAVEMENT ARROW (PAINTED) 8 F Match Line - See Above North Match Line - See C. % Package Aug., Pavement Marking and Signage Plan Dundee Avenue to W th C. Lic. - W nd to W th 9.

9 W th W th W 9th W 9th W th W th W th W th Match Line - See C. W 8th W 8th North Match Line - See Below South th Suite Richmond, VA Pavement Marking Legend Description Color 8 9 BIKE LANE BUFFER HELMETED BICYCLIST SYMBOL AND ARROW SHARED LANE MARKING BICYCLE DETECTOR PAVEMENT MARKING CROSSBIKE GREEN BIKE LANE CROSSING WITHOUT CONFLICT PAINT SOLID LINE (") DOUBLE SOLID LINE (" EACH) YELLOW BIKE LANE STOP BAR (") VEHICULAR STOP BAR (") - W 9th to W th PAVEMENT ARROW CROSSWALK LANE MARKING - ' DASH, ' GAP (" THICK) LANE MARKING - ' DASH, ' GAP (" THICK) BIKE LANE YIELD LINE SOLID LINE (") YELLOW PARKING ALLOWED WITHIN HATCHED AREAS VEHICLE DIRECTIONAL ARROW (NOT PAINTED) VEHICLE PAVEMENT ARROW (PAINTED) 8 F Match Line - See Above North W th W th Match Line - See C. % Package Aug., Pavement Marking and Signage Plan W 9th to W th C. Lic. - W th to W th 9.

10 W 9th W nd W st W th South th Match Line - See C. North Match Line - See Below Suite Richmond, VA Pavement Marking Legend Description Color BIKE LANE BUFFER HELMETED BICYCLIST SYMBOL AND ARROW SHARED LANE MARKING BICYCLE DETECTOR PAVEMENT MARKING CROSSBIKE GREEN BIKE LANE CROSSING WITHOUT CONFLICT PAINT SOLID LINE (") 8 DOUBLE SOLID LINE (" EACH) YELLOW 9 BIKE LANE STOP BAR (") VEHICULAR STOP BAR (") PAVEMENT ARROW - W nd to W th CROSSWALK LANE MARKING - ' DASH, ' GAP (" THICK) LANE MARKING - ' DASH, ' GAP (" THICK) BIKE LANE YIELD LINE SOLID LINE (") YELLOW PARKING ALLOWED WITHIN HATCHED AREAS VEHICLE DIRECTIONAL ARROW (NOT PAINTED) VEHICLE PAVEMENT ARROW (PAINTED) North Match Line - See Above 8 F % Package Aug., W th Pavement Marking and Signage Plan W nd to C. Lic. - 9.

.' * * * ' (MIN.) CAP STEEL PIPE POST TYPICAL SIGN " DIA. STEEL POST (PAINT COLOR SELECTED BY ARCHITECT) LANDSCAPED AREA 8.' PROP CURB OR SWL '-" '-" '-" " ' (TYP.) " '-8" " ' (TYP.

' " PAINT (TYP.) " LANE " PAINT * * THIS DIMENSION SHALL BE A MINIMUM OF ' FOR ACCESSIBLE SIGNAGE. THIS DIMENSION SHALL BE A MAXIMUM OF 8' FOR ACCESSIBLE SIGNAGE. NOTES:.

Sign Post - Type 'A' REV LD_ / Lane Reduction Arrow Source: MassDOT PM- / Painted Pavement Markings - On Site REV LD_ / ' MAX. " MIN. " (TYP.) ' (TYP.

REFER TO PLANS " " NOTES ' MAX. " MIN. WIDTH TO MATCH BIKE LANE. REFER TO PLANS. PERPENDICULAR CROSSWALK EDGE " % Package Aug.,. TWENTY-FOUR INCH (") LINES SHALL BE APPLIED IN ONE APPLICATION.

11 .' * * * ' (MIN.) CAP STEEL PIPE POST TYPICAL SIGN " DIA. STEEL POST (PAINT COLOR SELECTED BY ARCHITECT) LANDSCAPED AREA 8.' PROP CURB OR SWL '-" '-" '-" " ' (TYP.) " '-8" " ' (TYP.) " PAINT ' ' ' '-" '-" '-" 8'-" '-" " LENGTH AS REQUIRED (SEE STRIPING PLAN) '-9" " PAINT '-" " (TYP.) " '-" PAINTED STOP LINE South th Suite Richmond, VA " " OR " DIA. CONCRETE SUPPORT.' " PAINT (TYP.) " LANE " PAINT * * THIS DIMENSION SHALL BE A MINIMUM OF ' FOR ACCESSIBLE SIGNAGE. THIS DIMENSION SHALL BE A MAXIMUM OF 8' FOR ACCESSIBLE SIGNAGE. NOTES:. SEE MUTCD FIGURE B- FOR MORE INFORMATION. NOTES. PAVEMENT MARKINGS TO BE INSTALLED FOR ON SITE WORK IN LOCATIONS SHOWN. Sign Post - Type 'A' REV LD_ / Lane Reduction Arrow Source: MassDOT PM- / Painted Pavement Markings - On Site REV LD_ / ' MAX. " MIN. " (TYP.) ' (TYP.) PERPENDICULAR CROSSWALK EDGE ADJACENT LADDER PAINTED CROSSWALK. SEE NOTE. " PAINT LINE " MIN. GREEN PAINT TO MATCH CITY OF RICHMOND STANDARDS TRAVEL LANE. WIDTH VARIES. REFER TO PLANS " " NOTES ' MAX. " MIN. WIDTH TO MATCH BIKE LANE. REFER TO PLANS. PERPENDICULAR CROSSWALK EDGE " % Package Aug.,. TWENTY-FOUR INCH (") LINES SHALL BE APPLIED IN ONE APPLICATION. NO COMBINATION OF LINES (TWO - INCH LINES, ETC) WILL BE ACCEPTED.. LONGITUDINAL LINES TO BE PARALLEL TO CURBLINE. PAINT TRAVEL LANE DIRECTION OF FLOW Dails. ALL LINES TO BE THE SAME LENGTH AND PROPERLY ALIGNED.. WHERE ADJACENT TO LADDER PAINTED CROSSWALK, CROSSBIKE STRIPE THICKNESS AND SPACING SHALL MATCH CROSSWALK AND PROVIDE " SEPARATION MINIMUM BETWEEN CROSSBIKE AND CROSSWALK. Crossbike Crosswalk Source: City Charlotte, NC. Yield Line Pavement Markings Source: MUTCD Fig. B- C. Lic. 9.

EXISTING ROAD SECTION MEDIAN VARIES EXISTING ROAD SECTION EXISTING CURB Prile View - Existing EXISTING CURB VEHICULAR DRIVEWAY WIDTH VARIES " SKIPS ' DASH, ' GAP PROPOSED ROAD SECTION PROPOSED

. EXISTING CURB Prile View - Proposed * EXISTING CURB ' BUFFER ' MIN.

CURBLINE VEHICULAR DRIVEWAY WIDTH VARIES SEE CROSSBIKE DETAIL FOR ADDITIONAL INFORMATION Typical Roadway Dimensions and Section Bike Lane Crossing THERMOPLASTIC " SINGLE PAINTED LINE

' BIKE LANE W9-(MOD) Bike Lane Ends Warning Sign / Source: NCUTCD -BIK- EXISTING CURB.' ' '± '± MEDIAN VARIES '± '± '.' ' BUFFER Plan View - Proposed * * Note:.

12 EXISTING ROAD SECTION MEDIAN VARIES EXISTING ROAD SECTION EXISTING CURB Prile View - Existing EXISTING CURB VEHICULAR DRIVEWAY WIDTH VARIES " SKIPS ' DASH, ' GAP PROPOSED ROAD SECTION PROPOSED ROAD SECTION CURBLINE.' BIKE LANE.' ' ' BIKE BUFFER '± LANE '± LANE MEDIAN VARIES '± LANE '± LANE BUFFER LANE.' BIKE LANE South th Suite Richmond, VA EXISTING CURB Prile View - Proposed * EXISTING CURB ' BUFFER ' MIN. ' (TYP) Bike Lane Driveway Crossing ' (TYP) BIKE TRAVEL LANE BUFFER VEHICULAR TRAVEL LANE VEHICULAR TRAVEL LANE VEHICULAR TRAVEL LANE VEHICULAR TRAVEL LANE BUFFER BIKE TRAVEL LANE EXISTING CURB CURBLINE VEHICULAR DRIVEWAY WIDTH VARIES SEE CROSSBIKE DETAIL FOR ADDITIONAL INFORMATION Typical Roadway Dimensions and Section Bike Lane Crossing THERMOPLASTIC " SINGLE PAINTED LINE THERMOPLASTIC SHARED LANE MARKING. FIGURE 9C-9 PER MUTCD STANDARDS REFER TO STRAIGHT ARROW DIMENSIONS SHOWN IN DETAIL ON PLANS. '-" '-" ' (TYP).' BIKE LANE W9-(MOD) Bike Lane Ends Warning Sign / Source: NCUTCD -BIK- EXISTING CURB.' ' '± '± MEDIAN VARIES '± '± '.' ' BUFFER Plan View - Proposed * * Note:. SECTION IS TYPICAL AND MAY NOT REPRESENT ACTUAL FIELD DIMENSIONS. ADJUST VEHICULAR TRAVEL LANES AS NEEDED TO MATCH PAVEMENT WIDTH. ALL BIKE LANES SHALL BE.' MINIMUM. ' MIN. ' ' (TYP)' ' 9 ' ' (TYP) VEHICULAR TRAVEL LANE ' BIKE TRAVEL LANE " " THERMOPLASTIC HELMETED BICYCLIST SYMBOL PER MUTCD STANDARDS '-" % Package Aug., Dails " '-" W9-XX Bike Merge Warning Sign / Source: NCUTCD -BIK- Bike Lane Buffer iping Shared Lane Marking Helmed Bicyclist and Arrow C. Lic. 9.

CITY OF RICHMOND, VIRGINIA

CITY OF RICHMOND, VIRGINIA CITY OF, VIRGINIA DEPARTMENT OF PUBLIC WORKS TRANSPORTATION ENGINEERING DIVISION Main Street and Franklin Street STATE PROJECT NO. EN-7-9, P0, C50, UPC 068 CITY PROJECT NO. 065 AWARD NO. 50009 INDEX OF