Drawings Biddle Plan Set.pdf

FLCE101

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GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFER

OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUILDING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

FINAL DESIGN DOCUMENTS

AutoCAD SHX Text NOTE: CROSSWALK PAVEMENT MARKINGS SHALL ONLY BE INSTALLED AT MID-BLOCK CROSSINGS (TYPE II). WHEN NOTED TO BE INSTALLED, CROSSWALK PAVEMENT MARKINGS SHALL BE INSTALLED AS FOLLOWS: TYPE I CROSSWALK SHALL BE INSTALLED AT MARKED CROSSWALK LOCATIONS CONTROLLED BY A TRAFFIC SIGNAL OR STOP SIGN. TYPE II CROSSWALKS SHALL BE INSTALLED AT MARKED CROSSWALK LOCATIONS THAT ARE NOT CONTROLLED BY A TRAFFIC SIGNAL OR STOP SIGN.

AutoCAD SHX Text TYPE I - CROSSWALK LINES SHALL BE 12" SOLID WHITE LINES. - CROSSWALK LINES SHALL BE 12" SOLID WHITE LINES. THEY SHALL BE SPACED A MINIMUM OF 6' APART FROM INSIDE EDGE TO INSIDE EDGE. WHEN REQUIRED, STOP LINES SHALL BE INSTALLED A MINIMUM OF 5' FROM CROSSWALKS. CROSSWALK LINE MEASUREMENTS ARE LINE EDGE TO LINE EDGE

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12" WHITE

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PAVEMENT MARKINGS TO STOP AT EDGE OF GUTTER

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6' MIN.

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6' MIN.

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SIDEWALK

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TYPE I

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24" WHITE STOP BAR WHERE REQUIRED

AutoCAD SHX Text TYPE II - CROSSWALK LINES SHALL BE SOLID WHITE 18" WIDE PLACED - CROSSWALK LINES SHALL BE SOLID WHITE 18" WIDE PLACED PARALLEL TO THE DIRECTION OF TRAFFIC FLOW. THE LINE PLACEMENT IS DETERMINED BY LANE LINE, CENTER LINE, AND WHEEL PATH IN SUCH A MANNER AS TO MINIMIZE TRAFFIC WEAR. THE CROSSWALK WIDTH SHOULD BE NOT LESS THAN 8'. THE TRANSVERSE CROSSWALK LINES MAY BE ADDED. WHEN REQUIRED, STOP LINES SHALL BE INSTALLED A MINIMUM OF 5' FROM CROSSWALKS. CROSSWALK LINE MEASUREMENTS ARE LINE EDGE TO LINE EDGE

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SIDEWALK

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8' MIN.

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8' MIN.

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18" WIDE LINE WHITE

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TYPE II

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24" WHITE STOP BAR WHERE REQUIRED

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TYPICAL CROSSWALK MARKINGS

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LANE LINE MEASUREMENT DETAIL

AutoCAD SHX Text TYPICAL LANE WIDTH MEASUREMENTS ARE - CENTER OF SKIP LINE TO CENTER OF THE SOLID/SKIP LINES. TWO WAY CENTER TURN LANE LINES SHOULD BE CENTER OF SOLID/SKIP TO CENTER OF SOLID/SKIP LINES

AutoCAD SHX Text SHARROW - WHEN THERE IS NO PARKING, DISTANCE FROM FACE OF CURB TO CENTER OF SHARROW IS 5 FEET. WHEN PARKING IS PRESENT DISTANCE FROM FACE OF CURB TO CENTER OF SHARROW IS 11'.

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TYPICAL PAVEMENT MARKING DETAIL

AutoCAD SHX Text 11'

AutoCAD SHX Text 11'

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TOE OF CURB

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MINOR CROSS STREET

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PRIVATE DRIVE

AutoCAD SHX Text 18'

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AutoCAD SHX Text 6'

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4" YELLOW

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MINOR STREET

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4" YELLOW

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4" WHITE

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SIDEWALK

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SIDEWALK

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4" WHITE

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MAJOR CROSS STREET

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IF DOTTED LINE IS SHOWN IN INTERSECTION IT WILL BE 2' LINE 2' GAP

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NOT TO SCALE

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PAVEMENT MARKINGS

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AutoCAD SHX Text GENERAL NOTES: EQUIPMENT - USE EQUIPMENT DESIGNED FOR THE PREPARATION OF THE - USE EQUIPMENT DESIGNED FOR THE PREPARATION OF THE APPROPRIATE TYPE OF PAVEMENT MARKING MATERIAL. SURFACE PREPARATION - ON EXISTING PAVEMENTS, REMOVE THE - ON EXISTING PAVEMENTS, REMOVE THE EXISTING PAVEMENT MARKINGS ACCORDING TO RECOMMENDATIONS OF THE MANUFACTURER OF THE NEW MARKINGS. ON AGED ASPHALT PAVEMENTS, THOROUGHLY REMOVE ALL DIRT, GRIT, GREASE, RESIDUE OF PRIOR PAVEMENT MARKINGS APPLICATION (INCLUDING ADHESIVES OR PRIMERS THAT MAY HAVE BEEN USED IN THEIR APPLICATION), AND ANY OTHER FOREIGN MATTER FROM THE ROADWAY SURFACE PRIOR TO THE APPLICATION OF THE NEW MARKINGS. ON NEW CONCRETE PAVEMENT AND NEW CONCRETE BRIDGE DECKS USE SHOT BLASTING TO REMOVE CURING COMPOUND AND LAITANCE FROM THE SURFACES TO WHICH THE PAVEMENT MARKINGS WILL BE APPLIED. ALIGNMENT - LAYOUT THE PAVEMENT MARKINGS AS DETAILED WITHIN THE - LAYOUT THE PAVEMENT MARKINGS AS DETAILED WITHIN THE PROJECT PLAN. IF THE PLANS DO NOT PROVIDE DETAILS, SUBMIT TO THE CONTRACTING OFFICER FOR APPROVAL. A LAYOUT PLAN FOR THE PAVEMENT MARKINGS SHALL COMPLY WITH THE LATEST EDITIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), THE DEPARTMENT OF DEFENSE SUPPLEMENT TO THE MUTCD, AND THE MILITARY SURFACE DEPLOYMENT AND DISTRIBUTION COMMAND TRANSPORTATION ENGINEERING AGENCY. PROVIDE ADEQUATE GUIDE MARKS - APPROXIMATELY 2" BY 12" AT APPROXIMATELY 30 TO 50 FOOT INTERVALS - FOR THE APPLICATION OF THE MARKINGS. APPLY MARKINGS STRAIGHT AND CLOSE TO THE INTENDED ALIGNMENT WITHOUT ABRUPT CHANGES THAT RESULT IN AN UNACCEPTABLE APPEARANCE. LINES THAT DEVIATE LATERALLY FROM THE INTENDED ALIGNMENT MORE THAN 2' IN 200' MAY BE REJECTED. APPLICATION - APPLY THE MARKINGS ACCORDING TO THE - APPLY THE MARKINGS ACCORDING TO THE RECOMMENDATIONS. FOLLOW THE MANUFACTURER'S RECOMMENDATIONS REGARDING PAVEMENT AND AMBIENT TEMPERATURES. THE CONTRACTING OFFICER WILL VERIFY THE PAVEMENT AND AMBIENT TEMPERATURES BEFORE BEGINNING WORK AND WHEN DEEMED NECESSARY. TAPES SHALL BE INLAID IN ASPHALT. OTHER PERMANENT MARKINGS SHALL BE INSTALLED IMMEDIATELY AFTER OVERLAYING. IF THE PAVEMENT MARKINGS CANNOT BE INSTALLED AND THUS THE ROADWAY WOULD BE UNMARKED OVERNIGHT, INTERIM REMOVABLE MARKINGS SHALL BE INSTALLED AND REMAIN UNTIL THE PERMANENT MARKINGS CAN BE INSTALLED. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO REMOVE THE INTERIM MARKINGS AND INSTALL THE PERMANENT MARKINGS WITHIN 48 HOURS. UNDER NO CIRCUMSTANCE SHALL THE INTERIM PAVEMENT MARKINGS BE IN PLACE FOR MORE THAN 14 DAYS. THE INTERIM REMOVABLE MARKINGS SHALL BE REMOVED PRIOR TO THE INSTALLATION OF THE PERMANENT PAVEMENT MARKINGS. REMOVE AND REPLACE NEWLY INSTALLED PAVEMENT MARKINGS THAT HAVE DRAG MARKS, GASHES, GOUGES, FOREIGN COVERING, DISCOLORED AREA OR AREAS THAT HAVE FAILED TO SOLIDIFY, HAVE IMPROPER ADHESION OR THICKNESS. ON NEW CONCRETE, LANES CANNOT BE OPEN UNTIL INTERIM OR PERMANENT MARKINGS ARE IN PLACE. INTERIM MARKINGS CANNOT BE LEFT IN PLACE MORE THAN 14 DAYS AND MUST BE REMOVED WHEN PERMANENT MARKINGS ARE INSTALLED.

AutoCAD SHX Text FILE NAME: C:\Users\1589890112.CIV\OneDrive - US Army\Documents\Matthew Fazio Installation Standards\Civil Standards\CAD\FLCE101.dwg LAST SAVED BY: Fazio, Matthew P CIV USARMY ID-TRAINING (USA) SAVED DATE: 6/12/2023 9:05 AM C:\Users\1589890112.CIV\OneDrive - US Army\Documents\Matthew Fazio Installation Standards\Civil Standards\CAD\FLCE101.dwg LAST SAVED BY: Fazio, Matthew P CIV USARMY ID-TRAINING (USA) SAVED DATE: 6/12/2023 9:05 AM LAST SAVED BY: Fazio, Matthew P CIV USARMY ID-TRAINING (USA) SAVED DATE: 6/12/2023 9:05 AM Fazio, Matthew P CIV USARMY ID-TRAINING (USA) SAVED DATE: 6/12/2023 9:05 AM SAVED DATE: 6/12/2023 9:05 AM 6/12/2023 9:05 AM PLOTTED: 6/12/2023 9:07 AM6/12/2023 9:07 AM