Ft Leavenworth Concrete Civil Standard Details.pdf

PDF 6 MB Posted Mar 6, 2024

Attached to: Amend #0002 Installation Concrete Requirement Federal contract opportunity
Solicitation number: W91QF424B0001
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Eustis

About this file

Written by GovTribe AI · Mar 6, 2024

This federal solicitation seeks proposals for concrete and miscellaneous construction work at Fort Leavenworth, Kansas. Key requirements include replacing or installing new concrete items like pads, stairs, slabs, curb and gutter, sidewalks, ramps and retaining walls. Additional work comprises installing chain link fencing and metal handrails, replacing and installing concrete pavements, replacing storm sewer pipes and inlets, earthwork, excavation, grading, tree removal and erosion control. Ancillary tasks involve crack repair, pavement striping, sewer cleaning, coring and test pits. The work also includes repointing brick, replacing damaged brick to match, and raising manholes. The solicitation was issued by the Department of the Army Materiel Command Mission and Installation Contracting Command at Fort Eustis.

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Other files for this federal contract opportunity

Other files attached to Amend #0002 Installation Concrete Requirement, newest first.
File	Type	Posted
BID_SHEET-CONCRETE-FINAL_20240325.xlsx	XLSX spreadsheet	Mar 25, 2024
Amend 02_W91QF4-24-B-0001 Concrete Requirement.pdf	PDF	Mar 25, 2024
SOW_Concrete 6 Mar 20240306.docx	DOCX document	Mar 6, 2024
BID_SHEET-CONCRETE-FINAL_20240306.xlsx	XLSX spreadsheet	Mar 6, 2024
Amend 01_Q and A_W91QF424B0001 Concrete.pdf	PDF	Mar 6, 2024
Specs_Concrete Requirement_FY 24.pdf	PDF	Feb 20, 2024
WD-KS20240154_Highway_Heavy_dtd_20240105.pdf	PDF	Feb 20, 2024
BID_SHEET-CONCRETE-FINAL_20240207.xlsx	XLSX spreadsheet	Feb 20, 2024
SOW_W91QF4-24-B-0001_20240215.pdf	PDF	Feb 20, 2024
Sol_W91QF4-24-B-0001 Installation Concrete.pdf	PDF	Feb 20, 2024

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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

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TOE OF CURB

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MINOR CROSS STREET

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PRIVATE DRIVE

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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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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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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

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- DELINEATORS, IF LOW SPEED CURB DEFINES EDGE NOT NEEDED

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LANE REDUCTION TRANSITION MARKING

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LANE DROP - WHEN THRU LANE BECOMES MANDATORY TURN LANE

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STOP 4" LANE LINE

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NORMAL 4" WHITE LANE LINES 10' LINE 30' GAP

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4" DOTTED WHITE LANE LINE 6' LINE - 18' GAP

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8' WHITE ARROW

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4" SOLID WHITE

AutoCAD SHX Text L = WS²/60 FOR 30mph, L=165 35mph, L=225 40mph, L=293 d = 460' FOR 30mph = 565' FOR 35mph = 670' FOR 40mph d/4 = 115' FOR 30mph = 141' FOR 35mph = 168' FOR 40mph

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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.

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VARIES

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VARIES

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CURB & GUTTER

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2" ASPHALTIC CONCRETE SURFACE COURSE

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CONCRETE FILL (DEPTH VARIES, 6" MINIMUM)

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SAW CUT TO ROCK BASE OR SUBGRADE

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EXISTING ASPHALTIC CONCRETE

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RE-COMPACT TOP 6" OF SUBGRADE

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COMPACTED AGGREGATE LEVELING COURSE

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NOT TO SCALE

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CURB REPLACEMENT

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AutoCAD SHX Text GENERAL NOTES (ALL DETAILS THIS SHEET): 1. " ISOLATION JOINTS WITH " DIA. X 2' SMOOTH DOWELS SHALL BE PLACED AT RADIUS POINTS 34" ISOLATION JOINTS WITH " DIA. X 2' SMOOTH DOWELS SHALL BE PLACED AT RADIUS POINTS 58" DIA. X 2' SMOOTH DOWELS SHALL BE PLACED AT RADIUS POINTS AND AT 150' INTERVALS. THESE DOWEL BARS SHALL BE GREASED AND WRAPPED ON ONE END WITH EXPANSION TUBES. 2. 1" DEEP CONTRACTION JOINTS SHALL BE INSTALLED AT APPROXIMATELY 10' INTERVALS. THESE 1" DEEP CONTRACTION JOINTS SHALL BE INSTALLED AT APPROXIMATELY 10' INTERVALS. THESE JOINTS SHALL PASS ACROSS THE ENTIRE CURB SECTION. 3. FIX DOWEL BARS WITH BAR SUPPORTS. FIX DOWEL BARS WITH BAR SUPPORTS. 4. DEPTH OF CURB SHALL BE A MINIMUM OF 8" THROUGH THE HANDICAP ACCESS RAMP. DEPTH OF CURB SHALL BE A MINIMUM OF 8" THROUGH THE HANDICAP ACCESS RAMP. 5. CONCRETE SHALL CONFORM TO PROJECT SPECIFICATIONS. CONCRETE SHALL CONFORM TO PROJECT SPECIFICATIONS. 6. SUBGRADE COMPACTION, SHALL EXTEND UNDER ADJACENT CURB SECTIONS AND TWO FEET (2.0') SUBGRADE COMPACTION, SHALL EXTEND UNDER ADJACENT CURB SECTIONS AND TWO FEET (2.0') BEYOND THE BACK OF CURB.

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TOP OF SURFACE COURSE

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TOP OF BASE COURSE

AutoCAD SHX Text #4 x 1'-0"@ 5' CTS.

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NOT TO SCALE

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DOWELED CURB - TYPE DC

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5/8" PER FT.

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NOT TO SCALE

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ROLL BACK CURB & GUTTER (TYPE CG-2)

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5/8" PER FT.

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NOT TO SCALE

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ROLL BACK DRY CURB & GUTTER (TYPE CG-2 DRY)

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PAVEMENT SURFACE

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STRAIGHT CURB - TYPE C-1

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5/8" PER FT.

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STRAIGHT BACK DRY CURB & GUTTER (TYPE CG-1 DRY)

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5/8" PER FT.

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STRAIGHT BACK CURB & GUTTER - TYPE CG-1

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VALLEY GUTTER

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FRONT OF GUTTER

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8% SLOPE

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EXISTING PAVEMENT

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AutoCAD SHX Text ** AT CONTRACTOR'S OPTION, THE AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER PARALLEL WITH PAVING OF BASE COURSE, BUT THE GUTTER THICKNESS MUST NOT BE LESS THAN THE SPECIFIED 6" OR 8" AT ANY POINT.

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PROPOSED ASPHALT PAVEMENT

FILE NAME: P:\_Civil\HP16.021.03 FTL FY18 Infrastructure\06_Drawing\04_AutoCAD\FLKS_Standard Drawings\SHEETS\FLCE201.dwg LAST SAVED BY: Candace Barnes SAVED DATE: 2/26/2020 12:16 AM PLOTTED: 2/26/2020 12:29 PMP:\_Civil\HP16.021.03 FTL FY18 Infrastructure\06_Drawing\04_AutoCAD\FLKS_Standard Drawings\SHEETS\FLCE201.dwg LAST SAVED BY: Candace Barnes SAVED DATE: 2/26/2020 12:16 AM PLOTTED: 2/26/2020 12:29 PM LAST SAVED BY: Candace Barnes SAVED DATE: 2/26/2020 12:16 AM PLOTTED: 2/26/2020 12:29 PMCandace Barnes SAVED DATE: 2/26/2020 12:16 AM PLOTTED: 2/26/2020 12:29 PM SAVED DATE: 2/26/2020 12:16 AM PLOTTED: 2/26/2020 12:29 PM2/26/2020 12:16 AM PLOTTED: 2/26/2020 12:29 PM PLOTTED: 2/26/2020 12:29 PM2/26/2020 12:29 PM

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ASPHALTIC CONCRETE OR CONCRETE STREET

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TYPE CG-3 CONCRETE CURB AND GUTTER

AutoCAD SHX Text NOTE: ON DOWN ENTRANCE GRADES, THE DRIVEWAY APRON SHALL ATTAIN AN ELEVATION 8" HIGHER THAN THE FLOWLINE OF THE CURB AND GUTTER BEFORE SLOPING DOWNWARD.

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SECTION B-B

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2% MAX. CROSS SLOPE IN PEDESTRIAN WAY

AutoCAD SHX Text CONCRETE APRON TO BE CONSTRUCTED TO END OF RADIUS OF DRIVE OR TO BACK OF SIDEWALK, WHICHEVER

AutoCAD SHX Text

FLOWLINE ELEVATION

AutoCAD SHX Text

12" ISOLATION JOINT (MINIMUM)

AutoCAD SHX Text 3"

AutoCAD SHX Text

SAWED FULL DEPTH BEFORE REMOVAL OF CURB & GUTTER

AutoCAD SHX Text

FIBER REINFORCED CONCRETE OR #4 BARS @ 18" CENTERS (MAXIMUM)

AutoCAD SHX Text

CLEAN, LEVEL AND COMPACTED SUBGRADE

AutoCAD SHX Text

USE SUFFICIENT CHAIRS TO SUPPORT BARS

AutoCAD SHX Text

OVER-EXCAVATE TO A DEPTH OF 6" AND BACKFILL W/ APPROVED MATERIAL

AutoCAD SHX Text

FLOWLINE ELEVATION + 8" (MINIMUM)

AutoCAD SHX Text

MATCH EXISTING CURB & GUTTER

AutoCAD SHX Text

LAY-DOWN CURB

AutoCAD SHX Text

SAWED JOINTS

AutoCAD SHX Text 1'

AutoCAD SHX Text

MATCH EXISTING CURB & GUTTER

AutoCAD SHX Text CONSTRUCT TYPE 1 SIDEWALK RAMPS WHERE SIDEWALK INTERSECTS COMMERCIAL DRIVE ENTRANCE

AutoCAD SHX Text

RIGHT-OF-WAY LINE

AutoCAD SHX Text

12" ISOLATION JOINT

AutoCAD SHX Text

STRAIGHT-BACK CURB (TYPICAL)

AutoCAD SHX Text

FIBER REINFORCED CONCRETE OR #4 BARS @ 18" CENTERS (MAXIMUM) (#4 BARS SHOWN)

AutoCAD SHX Text CONCRETE APRON SHALL EXTEND TO END OF RADIUS OR TO BACK OF SIDEWALK, WHICHEVER IS FARTHEST FROM THE BACK OF STREET CURB

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

JOINT SPACING: EXPANSION - 30' MAX. CONTROL - 10' MAX.

AutoCAD SHX Text TOOL JOINT DEPTH OF 13 DEPTH OF CONCRETE x " WIDE WITHIN 24 14" WIDE WITHIN 24 HOURS OF POUR. SEAL.

AutoCAD SHX Text

PROVIDE SEALANT TO APPROX. 3/8" BELOW SURFACE.

AutoCAD SHX Text

1/2" EXPANSION JOINT FILLER

AutoCAD SHX Text 8" CONCRETE PAVEMENT WITH #4 REBAR @ 18" O.C. EW OR EQUIVALENT WELDED WIRE FABRIC (WWF)

AutoCAD SHX Text

4" MIN. COMPACTED CLEAN, CRUSHED ROCK LEVELING COURSE

AutoCAD SHX Text

12" MIN. COMPACTED SUBGRADE TO A MIN. 95% OF STD. PROCTOR MAX. DENSITY

AutoCAD SHX Text

VARIES-SEE PLAN

AutoCAD SHX Text

VARIES-SEE NOTE

AutoCAD SHX Text NOTE: 1. CROSS SLOPE SHALL NOT EXCEED 2% ALONG ALL ADA ROUTES. CROSS SLOPE SHALL NOT EXCEED 2% ALONG ALL ADA ROUTES. 2. SUBGRADE PREPARATION AND STABILIZATION SHALL BE PER THE SUBGRADE PREPARATION AND STABILIZATION SHALL BE PER THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT

AutoCAD SHX Text

CURB &

AutoCAD SHX Text

CURB &

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

SURFACE ASPHALT COURSE

AutoCAD SHX Text

BASE ASPHALT COURSE

AutoCAD SHX Text

STONE BASE

AutoCAD SHX Text 2"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

PAVING AREA

AutoCAD SHX Text

HEAVY DUTY

AutoCAD SHX Text

STANDARD DUTY

AutoCAD SHX Text 2"

AutoCAD SHX Text 4"

AutoCAD SHX Text 9"

AutoCAD SHX Text 8"

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text A1

AutoCAD SHX Text

CONCRETE DRIVEWAY APPROACH

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text A7

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text E7

AutoCAD SHX Text

8" CONCRETE PAVEMENT

AutoCAD SHX Text

10' MINIMUM PREFERRED SPACING BEFORE PARALLEL PARKING STALLS BEGIN

AutoCAD SHX Text

NOTE: UNLESS APPROVED BY CONTRACTING OFFICER ALL JOINTS ARE TO BE TOOLED

FILE NAME: C:\Users\1589890112.CIV\OneDrive - US Army\Documents\Matthew Fazio Installation Standards\Civil Standards\CAD\FLCE202.dwg LAST SAVED BY: Fazio, Matthew P CIV USARMY ID-TRAINING (USA) SAVED DATE: 6/9/2023 12:16 PM C:\Users\1589890112.CIV\OneDrive - US Army\Documents\Matthew Fazio Installation Standards\Civil Standards\CAD\FLCE202.dwg LAST SAVED BY: Fazio, Matthew P CIV USARMY ID-TRAINING (USA) SAVED DATE: 6/9/2023 12:16 PM LAST SAVED BY: Fazio, Matthew P CIV USARMY ID-TRAINING (USA) SAVED DATE: 6/9/2023 12:16 PM Fazio, Matthew P CIV USARMY ID-TRAINING (USA) SAVED DATE: 6/9/2023 12:16 PM SAVED DATE: 6/9/2023 12:16 PM 6/9/2023 12:16 PM PLOTTED: 6/9/2023 12:16 PM6/9/2023 12:16 PM

A R

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FLCE203

FINAL DESIGN DOCUMENTS

SHEET ID

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A W

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S I G

N E

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B M

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T E

S I Z

C H

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K E

A N

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C O

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L I C

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A T

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2 3 4 5 6 7 8 9 10

D A

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M A

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S C

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T h o m a s

D o w

Y e a g e r

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T I O

N A

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T I O

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Y A

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H I T

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L A

D I R

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K S

F O

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N W

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A R

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A I L

D I R

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T O

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K S

M c C l e l l a n

A v e

B l d g

F o r t

L e a v e n w o r t h

US Army Corps of Engineers ®

C B a r n e s

AutoCAD SHX Text

TYPICAL ELEVATIONS

AutoCAD SHX Text

DETAILS OF POST ATTACHMENT

AutoCAD SHX Text ALTERNATE POST ATTACHMENT (This attachment to be used only when bolting through the top slab is not practical.)

AutoCAD SHX Text

TYPICAL W-BEAM RAIL

AutoCAD SHX Text 38"

AutoCAD SHX Text 1 "1732"

AutoCAD SHX Text 116"Tolerance

AutoCAD SHX Text 1516"R

AutoCAD SHX Text

AutoCAD SHX Text Slope var.

AutoCAD SHX Text EMBED ANCHOR ROD A MIN. OF 6" OR AS RECOMMENDED BY THE MANUFACTURER OF THE RESIN BONDING AGENT TO OBTAIN A SAFE WORKING TENSILE LOAD OF 8,000 LBS.

AutoCAD SHX Text 6'-3" post spacing for Alt. #1 3'-1 1/2" post spacing for Alt. #2

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

ALIGNMENT (PARALLEL) & DETAILS FOR GUARDRAIL PROTECTION ON LOW FILL CULVERTS

AutoCAD SHX Text A1

AutoCAD SHX Text

NORMAL

AutoCAD SHX Text

NORMAL

AutoCAD SHX Text

NORMAL

AutoCAD SHX Text

NORMAL

AutoCAD SHX Text Radius = 625.08'

AutoCAD SHX Text Normal project side slope. See typical sections.

AutoCAD SHX Text

DETAIL OF BASE PLATE

AutoCAD SHX Text

DETAIL OF STEEL PLATE

AutoCAD SHX Text

PLATE DETAILS FOR ATTACHMENT ASSEMBLY

AutoCAD SHX Text 1"x1 " 12" SLOTTED HOLES

AutoCAD SHX Text PL "x10"x6"58"x10"x6"

AutoCAD SHX Text PL "x8"x6"14"x8"x6"

AutoCAD SHX Text

4'-0" FROM FACE OF GUARDRAIL

AutoCAD SHX Text

(SKT OR APPROVED EQUIVALENT) END TERMINAL

AutoCAD SHX Text

LINE OF NORMAL SLOPE CHANGE

AutoCAD SHX Text

3:1 OR

AutoCAD SHX Text

3:1 OR

AutoCAD SHX Text

NORMAL

AutoCAD SHX Text

NORMAL

AutoCAD SHX Text

NORMAL

AutoCAD SHX Text

NORMAL

AutoCAD SHX Text

NORMAL

AutoCAD SHX Text

NORMAL

AutoCAD SHX Text

NORMAL

AutoCAD SHX Text

NORMAL

AutoCAD SHX Text 6'-3"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text of R.C.B.

AutoCAD SHX Text W6x8.5 or W6X9 POSTS AT 6'-3" SPACING

AutoCAD SHX Text 6"x8"x14"TREATED WOOD OR POLYMER BLOCK

AutoCAD SHX Text

34" Ô X (TS + 2") A307 BOLTS WITH WASHERS

AutoCAD SHX Text PL "x8"x6" 14"x8"x6" SEE DETAIL

AutoCAD SHX Text

REINFORCED CONCRETE CULVERT SLAB

AutoCAD SHX Text

SIDE VIEW (ALT. #1)

AutoCAD SHX Text

SIDE VIEW (ALT. #2)

AutoCAD SHX Text

FRONT VIEW

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

SINGLE W-BEAM GUARDRAIL SECTION

AutoCAD SHX Text

BOLTS "A"

AutoCAD SHX Text

GROUND LINE

AutoCAD SHX Text

END

AutoCAD SHX Text

END

AutoCAD SHX Text 4:1

AutoCAD SHX Text 3:1

AutoCAD SHX Text

NORMAL SHOULDER LINE

AutoCAD SHX Text

4:1 OR

AutoCAD SHX Text

4:1 OR

AutoCAD SHX Text

TYPICAL ALIGNMENT

AutoCAD SHX Text A

AutoCAD SHX Text GENERAL NOTES 1. GUARDRAIL POSTS ATTACHED TO THE TOP OF A CONCRETE GUARDRAIL POSTS ATTACHED TO THE TOP OF A CONCRETE CULVERT ARE STEEL POSTS ONLY. USE WOOD OR STEEL POSTS POSTS ONLY. USE WOOD OR STEEL POSTS POSTS ONLY. USE WOOD OR STEEL POSTS FOR THE REMAINING POSTS EXCEPT WHERE A SPECIFIC MATERIAL WHERE A SPECIFIC MATERIAL WHERE A SPECIFIC MATERIAL IS REQUIRED FOR FEATURES SHOWN ON OTHER STANDARD STANDARD STANDARD DRAWINGS SUCH AS END TERMINALS OR GUARDRAIL AT INTERSECTING ROADWAYS. ROADWAYS. ROADWAYS. 2. DRILL OR FORM HOLES IN CULVERT TOP SLAB. DRILL OR FORM HOLES IN CULVERT TOP SLAB. . 3. WHEN HOLES ARE DRILLED BE CAREFUL TO AVOID EXCESS WHEN HOLES ARE DRILLED BE CAREFUL TO AVOID EXCESS BREAKAGE OF THE CONCRETE AROUND THE HOLE. 4. USE STANDARD W-BEAM GUARDRAIL THROUGHOUT. USE STANDARD W-BEAM GUARDRAIL THROUGHOUT. 5. GUARDRAIL CONTRACTOR WILL FURNISH AND INSTALL THE GUARDRAIL CONTRACTOR WILL FURNISH AND INSTALL THE ATTACHMENT ASSEMBLY TO THE CULVERT. TO THE CULVERT. TO THE CULVERT. 6. FABRICATE POSTS AND STEEL PLATES FROM STEEL MEETING THE FABRICATE POSTS AND STEEL PLATES FROM STEEL MEETING THE REQUIREMENTS OF THE KSDOT SPECIFICATIONS. OF THE KSDOT SPECIFICATIONS. OF THE KSDOT SPECIFICATIONS. KSDOT SPECIFICATIONS. SPECIFICATIONS. 7. GALVANIZE ALL STEEL PARTS AFTER FABRICATION. GALVANIZE ALL STEEL PARTS AFTER FABRICATION. . 8. ALL REFERENCES TO CULVERTS ON THIS SHEET REFER TO ALL REFERENCES TO CULVERTS ON THIS SHEET REFER TO REINFORCED CONCRETE BOXES. BOXES. BOXES. 9. LOCATE GUARDRAIL POST TO CONCRETE CULVERT CONNECTIONS LOCATE GUARDRAIL POST TO CONCRETE CULVERT CONNECTIONS SYMMETRICAL ABOUT CENTER LINE OF THE CULVERT. CENTER LINE OF THE CULVERT.CENTER LINE OF THE CULVERT.

AutoCAD SHX Text

1516" HOLES

AutoCAD SHX Text 34" A36 THREADED ROD TO BE GROUTED WITH AN APPROVED EPOXY OR POLYESTER RESIN IN ACCORDANCE WITH STANDARD SPECIFICATIONS.

AutoCAD SHX Text 38"R

AutoCAD SHX Text

REINFORCED CONCRETE CULVERT SLAB

AutoCAD SHX Text

TWO W-BEAM GUARDRAIL SECTS. (NESTED)

AutoCAD SHX Text 0" to

AutoCAD SHX Text

GROUND LINE

AutoCAD SHX Text PL "x10"x6" 58"x10"x6" SEE DETAIL

AutoCAD SHX Text 34" x (Ts + 2") A307BOLTS WITH WASHERS

AutoCAD SHX Text PL "x8"x6" 14"x8"x6" SEE DETAIL

AutoCAD SHX Text

W6X8.5 OR W6X9 POSTS AT 3'-11 #2" SPACING

AutoCAD SHX Text 1'-5 "34"

AutoCAD SHX Text 6"x8"x14" Treated wood or polymer block

AutoCAD SHX Text

LINE OF NORMAL SLOPE CHANGE

AutoCAD SHX Text

4:1 OR

AutoCAD SHX Text

4:1 OR

AutoCAD SHX Text 4:1 or

AutoCAD SHX Text 3:1 or

AutoCAD SHX Text

OF R.C.B.

AutoCAD SHX Text of R.C.B.

AutoCAD SHX Text

CONTRACTOR TO FIELD

AutoCAD SHX Text

CONTRACTOR TO FIELD

AutoCAD SHX Text PL "x10"x6" 58"x10"x6" SEE DETAIL

AutoCAD SHX Text of R.C.B.

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

ALIGNMENT (FLARED) & DETAILS FOR GUARDRAIL PROTECTION ON LOW FILL CULVERTS

AutoCAD SHX Text A6

AutoCAD SHX Text

TYPICAL ELEVATIONS

AutoCAD SHX Text

DETAILS OF POST ATTACHMENT

AutoCAD SHX Text

ALTERNATE POST ATTACHMENT

AutoCAD SHX Text

TYPICAL W-BEAM RAIL

AutoCAD SHX Text 38"

AutoCAD SHX Text of R.C.B.

AutoCAD SHX Text 1 "1732"

AutoCAD SHX Text 116"Tolerance

AutoCAD SHX Text 15/16" R

AutoCAD SHX Text a

AutoCAD SHX Text b

AutoCAD SHX Text

4'-0" FROM FACE OF GUARDRAIL

AutoCAD SHX Text Slope var.

AutoCAD SHX Text (This attachment to be used only when bolting through the top slab is not practical.)

AutoCAD SHX Text EMBED ANCHOR ROD A MIN. OF 6" OR AS RECOMMENDED BY THE MANUFACTURER OF THE RESIN BONDING AGENT TO OBTAIN A SAFE WORKING TENSILE LOAD OF 8,000 LBS.

AutoCAD SHX Text

6'-3" POST SPACING FOR ALT. #1 3'-1 1/2" POST SPACING FOR ALT. #2

AutoCAD SHX Text

NORMAL

AutoCAD SHX Text

NORMAL

AutoCAD SHX Text

DETAIL OF BASE PLATE

AutoCAD SHX Text

DETAIL OF STEEL PLATE

AutoCAD SHX Text

PLATE DETAILS FOR ATTACHMENT ASSEMBLY

AutoCAD SHX Text 1"x1 " 12" SLOTTED HOLES

AutoCAD SHX Text PL "x10"x6"58"x10"x6"

AutoCAD SHX Text PL "x8"x6"14"x8"x6"

AutoCAD SHX Text

4'-0" FROM FACE OF GUARDRAIL

AutoCAD SHX Text

(FLEAT OR SRT) END TERMINAL

AutoCAD SHX Text

LINE OF NORMAL SLOPE CHANGE

AutoCAD SHX Text

3:1 OR

AutoCAD SHX Text

3:1 OR

AutoCAD SHX Text

NORMAL

AutoCAD SHX Text

NORMAL

AutoCAD SHX Text

NORMAL

AutoCAD SHX Text

NORMAL

AutoCAD SHX Text

SIDE VIEW (ALT. #2)

AutoCAD SHX Text

FRONT VIEW

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

END

AutoCAD SHX Text

END

AutoCAD SHX Text 4:1

AutoCAD SHX Text 3:1

AutoCAD SHX Text

NORMAL SHOULDER LINE

AutoCAD SHX Text

4:1 OR

AutoCAD SHX Text

4:1 OR

AutoCAD SHX Text

TYPICAL ALIGNMENT

AutoCAD SHX Text A

AutoCAD SHX Text GENERAL NOTES 1. GUARDRAIL POSTS ATTACHED TO THE TOP OF GUARDRAIL POSTS ATTACHED TO THE TOP OF A CONCRETE CULVERT ARE STEEL POSTS ONLY. USE WOOD OR STEEL POSTS FOR THE REMAINING POSTS EXCEPT WHERE A SPECIFIC MATERIAL IS REQUIRED FOR FEATURES SHOWN ON OTHER STANDARD DRAWINGS SUCH AS END TERMINALS OR GUARDRAIL AT INTERSECTING ROADWAYS. 2. DRILL OR FORM HOLES IN CULVERT TOP SLAB DRILL OR FORM HOLES IN CULVERT TOP SLAB AS APPROVED BY THE CONTRACTING OFFICER. 3. WHEN HOLES ARE DRILLED BE CAREFUL TO WHEN HOLES ARE DRILLED BE CAREFUL TO AVOID EXCESS BREAKAGE OF THE CONCRETE AROUND THE HOLE. 4. USE STANDARD W-BEAM GUARDRAIL USE STANDARD W-BEAM GUARDRAIL THROUGHOUT. 5. CONTRACTOR WILL FURNISH AND INSTALL THE CONTRACTOR WILL FURNISH AND INSTALL THE ATTACHMENT ASSEMBLY TO THE CULVERT. 6. FABRICATE POSTS AND STEEL PLATES FROM FABRICATE POSTS AND STEEL PLATES FROM STEEL MEETING THE REQUIREMENTS OF THE KSDOT SPECIFICATIONS. 7. GALVANIZE ALL STEEL PARTS AFTER GALVANIZE ALL STEEL PARTS AFTER FABRICATION, SEE KSDOT SPECIFICATIONS. 8. ALL REFERENCES TO CULVERTS ON THIS SHEET ALL REFERENCES TO CULVERTS ON THIS SHEET REFER TO REINFORCED CONCRETE BOXES. 9. WELD GUARDRAIL POST CONNECTION TO BASE WELD GUARDRAIL POST CONNECTION TO BASE PLATE, SEE KSDOT SPECIFICATIONS. 10. LOCATE GUARDRAIL POST TO CONCRETE LOCATE GUARDRAIL POST TO CONCRETE CULVERT CONNECTIONS SYMMETRICAL ABOUT CENTER LINE OF THE CULVERT.

AutoCAD SHX Text

1516" HOLES

AutoCAD SHX Text 34" A36 THREADED ROD TO BE GROUTED WITH AN APPROVED EPOXY OR POLYESTER RESIN IN ACCORDANCE WITH KSDOT SPECIFICATIONS.

AutoCAD SHX Text 38"R

AutoCAD SHX Text

REINFORCED CONCRETE CULVERT SLAB

AutoCAD SHX Text

CONTRACTOR TO FIELD

AutoCAD SHX Text

CONTRACTOR TO FIELD

AutoCAD SHX Text

TWO W-BEAM GUARDRAIL SECTS. (NESTED)

AutoCAD SHX Text 0" to

AutoCAD SHX Text

GROUND LINE

AutoCAD SHX Text PL "x10"x6" 58"x10"x6" SEE DETAIL

AutoCAD SHX Text 34" x (Ts + 2") A307BOLTS WITH WASHERS

AutoCAD SHX Text PL "x8"x6" 14"x8"x6" SEE DETAIL

AutoCAD SHX Text

W6X8.5 OR W6X9 POSTS AT 3'-11 #2" SPACING

AutoCAD SHX Text 1'-5 "34"

AutoCAD SHX Text

6"X8"X14"TREATED WOOD OR POLYMER BLOCK

AutoCAD SHX Text 25'-0"

AutoCAD SHX Text

LINE OF NORMAL SLOPE CHANGE

AutoCAD SHX Text

4:1 OR

AutoCAD SHX Text

4:1 OR

AutoCAD SHX Text 4:1 or

AutoCAD SHX Text 3:1 or

AutoCAD SHX Text End

AutoCAD SHX Text R.C.B.

AutoCAD SHX Text of R.C.B.

AutoCAD SHX Text ô

AutoCAD SHX Text

NORMAL PROJECT SIDE SLOPE. SEE TYPICAL SECTIONS.

AutoCAD SHX Text

SEE DESIGN PARAMETERS TABLE FOR RADIUS AND FLARE RATE.

AutoCAD SHX Text ô

AutoCAD SHX Text

4'-0" FROM FACE OF GUARDRAIL

FILE NAME: P:\_Civil\HP16.021.03 FTL FY18 Infrastructure\06_Drawing\04_AutoCAD\FLKS_Standard Drawings\SHEETS\FLCE203.dwg LAST SAVED BY: Candace Barnes SAVED DATE: 2/26/2020 12:15 AM PLOTTED: 2/26/2020 12:30 PMP:\_Civil\HP16.021.03 FTL FY18 Infrastructure\06_Drawing\04_AutoCAD\FLKS_Standard Drawings\SHEETS\FLCE203.dwg LAST SAVED BY: Candace Barnes SAVED DATE: 2/26/2020 12:15 AM PLOTTED: 2/26/2020 12:30 PM LAST SAVED BY: Candace Barnes SAVED DATE: 2/26/2020 12:15 AM PLOTTED: 2/26/2020 12:30 PMCandace Barnes SAVED DATE: 2/26/2020 12:15 AM PLOTTED: 2/26/2020 12:30 PM SAVED DATE: 2/26/2020 12:15 AM PLOTTED: 2/26/2020 12:30 PM2/26/2020 12:15 AM PLOTTED: 2/26/2020 12:30 PM PLOTTED: 2/26/2020 12:30 PM2/26/2020 12:30 PM

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FLCE204

FINAL DESIGN DOCUMENTS

SHEET ID

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US Army Corps of Engineers ®

C B a r n e s

AutoCAD SHX Text

TYPICAL W-BEAM RAIL

AutoCAD SHX Text A

AutoCAD SHX Text

POST DETAILS

AutoCAD SHX Text A

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

TYPICAL ALIGNMENT

AutoCAD SHX Text

AutoCAD SHX Text Welding is to be completed using the Gas-Metal Arc Welding process with ER70S-3 welding wire and argon-oxygen or CO2 cover gas.

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

GUARDRAIL FOR BRIDGE SIZED STRUCTURES

AutoCAD SHX Text E1

AutoCAD SHX Text PL "x11"x8 " 14"x11"x8 " 12" SEE DETAIL A

AutoCAD SHX Text 1 DIA. x (T+2") A307 BOLTS WITH WASHERS

AutoCAD SHX Text

REINFORCED CONCRETE CULVERT SLAB

AutoCAD SHX Text PL "x12"x8 " 12"x12"x8 " 12" SEE DETAIL A

AutoCAD SHX Text

NORMAL

AutoCAD SHX Text

NORMAL

AutoCAD SHX Text

NORMAL

AutoCAD SHX Text

NORMAL

AutoCAD SHX Text of R.C.B.

AutoCAD SHX Text

TYPICAL ELEVATIONS

AutoCAD SHX Text PL "x12"x8 "12"x12"x8 "12"

AutoCAD SHX Text

3 PASS WELD

AutoCAD SHX Text 516"

AutoCAD SHX Text Embed anchor rod a min. of 8" Use a bonding agent with a min.bond strength of 1,800 psi.

AutoCAD SHX Text 1" DIA. A307 GRADE A THREADED ROD WITH NUT AND WASHER TO BE GROUTED WITH AN APPROVED EPOXY OR POLYESTER RESIN IN ACCORDANCE WITH KSDOT SPECIFICATIONS.

AutoCAD SHX Text PL "x12"x8 " 12"x12"x8 " 12" SEE DETAIL A

AutoCAD SHX Text PL "x12"x8 "12"x12"x8 "12"

AutoCAD SHX Text 1 "x1 " 14"x1 " 12" SLOTTED HOLES

AutoCAD SHX Text

DETAIL OF BASE PLATE

AutoCAD SHX Text PL "x11"x8 "14"x11"x8 "12"

AutoCAD SHX Text 1 "Dia.14"Dia.

AutoCAD SHX Text

DETAIL A FOR ATTACHMENT ASSEMBLY

AutoCAD SHX Text

GROUND LINE

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

VARIABLE

AutoCAD SHX Text

VARIABLE

AutoCAD SHX Text

VARIABLE

AutoCAD SHX Text 4:1 or

AutoCAD SHX Text 3:1 or

AutoCAD SHX Text

NORMAL SHOULDER LINE

AutoCAD SHX Text

4:1 OR

AutoCAD SHX Text

4:1 OR

AutoCAD SHX Text

(MGS-FLEAT OR MGS-SRT) END TERMINAL

AutoCAD SHX Text

4'-0" FROM FACE OF GUARDRAIL

AutoCAD SHX Text

W-BEAM GUARDRAIL

AutoCAD SHX Text

W-BEAM GUARDRAIL

AutoCAD SHX Text 12'-6"

AutoCAD SHX Text

4:1 OR

AutoCAD SHX Text

4:1 OR

AutoCAD SHX Text

LINE OF NORMAL SLOPE CHANGE

AutoCAD SHX Text

3:1 OR

AutoCAD SHX Text

3:1 OR

AutoCAD SHX Text

END

AutoCAD SHX Text

END

AutoCAD SHX Text 4:1

AutoCAD SHX Text 3:1

AutoCAD SHX Text Slope var.

AutoCAD SHX Text W-Beam Guardrail

AutoCAD SHX Text 12'-6"

AutoCAD SHX Text

TERMINAL CONNECTOR

AutoCAD SHX Text

PARTIAL ELEVATION

AutoCAD SHX Text

PARTIAL PLAN

AutoCAD SHX Text SECTION C-C (Steel Post)

AutoCAD SHX Text SECTION C-C (Wood Post)

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text Symm. about

AutoCAD SHX Text E.W.S.

AutoCAD SHX Text 10d Galvanized nail (One per (One per (One per post to hold block)

AutoCAD SHX Text OPTIONAL "X1 " SLOTTED 2932"X1 " SLOTTED 34" SLOTTED HOLES ROTATED 50° (TYPICAL) (12 REQ'D.)

AutoCAD SHX Text

SECTION B-B THRU RAIL ELEMENT TYPICAL W-BEAM

AutoCAD SHX Text SECTION A-A THRU RAIL ELEMENT TYPICAL THRIE BEAM TYPICAL THRIE BEAMTYPICAL THRIE BEAM

AutoCAD SHX Text Note: GUARDRAIL IS SHOWN WITH WOOD POSTS. HOWEVER THE CONTRACTOR HAS THE OPTION OF PROVIDING WOOD OR STEEL POSTS.

AutoCAD SHX Text 6"x8"x18" Treated Wood

AutoCAD SHX Text

BOLTS "A"

AutoCAD SHX Text W6x8.5 or W6X9 x 6'-6" Post

AutoCAD SHX Text 1516"R

AutoCAD SHX Text 38"R.

AutoCAD SHX Text 1516"R.

AutoCAD SHX Text GENERAL NOTES 1. USE GALVANIZED 12 GAUGE STEEL RAIL ELEMENTS UNLESS USE GALVANIZED 12 GAUGE STEEL RAIL ELEMENTS UNLESS OTHERWISE NOTED. USE GALVANIZED ANCHOR BOLTS AND USE GALVANIZED ANCHOR BOLTS AND USE GALVANIZED ANCHOR BOLTS AND POST RAIL FITTINGS, SEE PROJECT SPECIFICATIONS. SUPPLY PROJECT SPECIFICATIONS. SUPPLY SPECIFICATIONS. SUPPLY GUARD RAIL PARTS THAT ARE INTERCHANGEABLE WITH SIMILAR PARTS REGARDLESS OF SOURCE OR MANUFACTURER. 2. FABRICATE TERMINAL CONNECTOR FROM 10 GAUGE STEEL, SEE FABRICATE TERMINAL CONNECTOR FROM 10 GAUGE STEEL, SEE STANDARD SPECIFICATION.THE CONNECTOR HAS THE SAME SECTION AS THRIE BEAM GUARDRAIL 3. SHOP CURVE RAILS WHEN RADIUS IS LESS THAN 150'. SHOP CURVE RAILS WHEN RADIUS IS LESS THAN 150'. 4. LAP GUARDRAIL SPLICES, INCLUDING TERMINAL CONNECTOR, IN LAP GUARDRAIL SPLICES, INCLUDING TERMINAL CONNECTOR, IN THE DIRECTION OF TRAFFIC. WHERE TRAFFIC IS TEMPORARILY TRAFFIC. WHERE TRAFFIC IS TEMPORARILY TRAFFIC. WHERE TRAFFIC IS TEMPORARILY CARRIED IN THE OPPOSITE DIRECTION OF FINAL FINAL FINAL CONFIGURATION, LAP RAIL SPLICES IN THE DIRECTION OF PERMANENT TRAFFIC. 5. BRIDGE TO GUARDRAIL TRANSITION CONSISTS OF 1- 25'-0" BRIDGE TO GUARDRAIL TRANSITION CONSISTS OF 1- 25'-0" THRIE BEAM WITH 1- 12'-6" THRIE BEAM SECTION NESTED IN 1- 12'-6" THRIE BEAM SECTION NESTED IN 1- 12'-6" THRIE BEAM SECTION NESTED IN BACK OF 25'-0" SECTION (SEE LAYOUT), 1- THRIE BEAM TO 1- THRIE BEAM TO 1- THRIE BEAM TO W-BEAM ASYMMETRICAL TRANSITION SECTION. USE ASSOCIATED HARDWARE WITH POST SPACING SHOWN. HARDWARE WITH POST SPACING SHOWN. HARDWARE WITH POST SPACING SHOWN. 6. USE W-BEAM GUARDRAIL WITH 6'-3" POST SPACING WITH USE W-BEAM GUARDRAIL WITH 6'-3" POST SPACING WITH RAIL FURNISHED IN 12'-6" OR 25'-0" SECTIONS.

AutoCAD SHX Text

VARIABLE

AutoCAD SHX Text

VARIABLE

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VARIABLE

AutoCAD SHX Text Neutral Axis

AutoCAD SHX Text

13'-0" (4" EDGE CURB)(REQUIRED)

AutoCAD SHX Text 6"x8"x21 " BLOCK58" BLOCK

AutoCAD SHX Text

12'-6" NESTED THRIE BEAM

AutoCAD SHX Text

12'-6" NESTED THRIE BEAM

AutoCAD SHX Text 6'-3"

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THRIE BEAM TERMINAL CONNECTOR

AutoCAD SHX Text

13'-0" (4" EDGE CURB) (REQUIRED)

AutoCAD SHX Text

THRIE BEAM TERMINAL GUARDRAIL

AutoCAD SHX Text

TRANSITION SECTION

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STANDARD W-BEAM GUARDRAIL

AutoCAD SHX Text 6"x8"x6'-6" WOOD POST

AutoCAD SHX Text 6"x8"x18" TREAT WOOD OR POLYMER BLOCK

AutoCAD SHX Text

58" STEEL WASHER

AutoCAD SHX Text

BOLTS "C"

AutoCAD SHX Text 34"x 2 " POST BOLT 12" POST BOLT SLOTTED HOLES (OPTIONAL)

AutoCAD SHX Text

1" DIA. HOLES

AutoCAD SHX Text 2932"x1 " SLOTTED HOLES18" SLOTTED HOLES

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VARIABLE

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VARIABLE

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VARIABLE

AutoCAD SHX Text

NEUTRAL AXIS

AutoCAD SHX Text 2932"x 1 " SLOTTED HOLES x 1 " SLOTTED HOLES 18" SLOTTED HOLES

AutoCAD SHX Text 34"x 2 " SLOTTED HOLEx 2 " SLOTTED HOLE12" SLOTTED HOLE

AutoCAD SHX Text 2"

AutoCAD SHX Text

116"TOLERANCE

AutoCAD SHX Text

NEUTRAL AXIS

AutoCAD SHX Text Symm.

AutoCAD SHX Text

1" DIA. HOLE

AutoCAD SHX Text

RECTANGULAR WASHER TO BE USED ON TERMINAL CONNECTOR ONLY

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

GUARDRAIL FOR 30MPH AND UNDER

AutoCAD SHX Text A1

AutoCAD SHX Text Radius = 625.08' Normal project side slope. See typical sections.

AutoCAD SHX Text ALTERNATE POST ATTACHMENT (THIS ATTACHMENT TO BE USED ONLY WHEN BOLTING THROUGH THE TOP SLAB IS NOT PRACTICAL.)

AutoCAD SHX Text

RECTANGULAR WASHER (OTHER APPROVED WASHER MAY BE USED.)

AutoCAD SHX Text ELEVATION TRANSITION SECTION (From Thrie Beam to W-Beam rail)

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text Safety type bridge rail

AutoCAD SHX Text Nested guardrail

AutoCAD SHX Text

GUARDRAIL ATTACHMENT TO SAFETY SHAPE BRIDGE RAIL

AutoCAD SHX Text

RECTANGULAR WASHERS (5 REQ.)

AutoCAD SHX Text 78"Dia.x14" HEX HEAD BOLTS (5 REQ.)

AutoCAD SHX Text

DIRECTION OF TRAFFIC

AutoCAD SHX Text 78" DIA. WASHERS (5 req.)

AutoCAD SHX Text 78" DIA. HEX NUTS (5 req.)

AutoCAD SHX Text Midspan splice

AutoCAD SHX Text

DETAIL OF STEEL PLATE

FILE NAME: P:\_Civil\HP16.021.03 FTL FY18 Infrastructure\06_Drawing\04_AutoCAD\FLKS_Standard Drawings\SHEETS\FLCE204.dwg LAST SAVED BY: Candace Barnes SAVED DATE: 2/26/2020 12:15 AM PLOTTED: 2/26/2020 12:30 PMP:\_Civil\HP16.021.03 FTL FY18 Infrastructure\06_Drawing\04_AutoCAD\FLKS_Standard Drawings\SHEETS\FLCE204.dwg LAST SAVED BY: Candace Barnes SAVED DATE: 2/26/2020 12:15 AM PLOTTED: 2/26/2020 12:30 PM LAST SAVED BY: Candace Barnes SAVED DATE: 2/26/2020 12:15 AM PLOTTED: 2/26/2020 12:30 PMCandace Barnes SAVED DATE: 2/26/2020 12:15 AM PLOTTED: 2/26/2020 12:30 PM SAVED DATE: 2/26/2020 12:15 AM PLOTTED: 2/26/2020 12:30 PM2/26/2020 12:15 AM PLOTTED: 2/26/2020 12:30 PM PLOTTED: 2/26/2020 12:30 PM2/26/2020 12:30 PM

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FLCE205

FINAL DESIGN DOCUMENTS

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US Army Corps of Engineers ®

C B a r n e s

AutoCAD SHX Text

TYPICAL METAL HANDRAIL ELEVATION ON CONCRETE HEADWALL & WINGWALL

AutoCAD SHX Text

14" CAP PLATE

AutoCAD SHX Text 316"

AutoCAD SHX Text HANDRAIL GENERAL NOTES: 1. GALVANIZE ALL RAIL, POSTS, PICKETS, AND BASE PLATES AFTER FABRICATION IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM A123. COLOR TO BE APPROVED GALVANIZE ALL RAIL, POSTS, PICKETS, AND BASE PLATES AFTER FABRICATION IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM A123. COLOR TO BE APPROVED PER DPW PROJECT MANAGER. HANDRAILS SHALL BE PROTECTED FROM ANY DAMAGE TO THE FINISHED SURFACE. NO FIELD GALVANIZING WILL BE ALLOWED. 2. SET RAILS PARALLEL TO THE TOP OF THE WALL. SET POSTS AND PICKETS VERTICAL IN BOTH PLANES OF THE HANDRAIL. SHIMS MAY BE USED BETWEEN CONCRETE SET RAILS PARALLEL TO THE TOP OF THE WALL. SET POSTS AND PICKETS VERTICAL IN BOTH PLANES OF THE HANDRAIL. SHIMS MAY BE USED BETWEEN CONCRETE AND BASE PLATE OF STEEL POST. 3. GRIND SMOOTH ALL TOP AND BOTTOM RAIL-TO-POST WELDED CONNECTIONS. FIELD WELDING IS NOT PERMITTED. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS GRIND SMOOTH ALL TOP AND BOTTOM RAIL-TO-POST WELDED CONNECTIONS. FIELD WELDING IS NOT PERMITTED. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO FABRICATION OF THE HANDRAIL. FIELD VERIFY AS-BUILT DIMENSIONS AND ELEVATIONS OF RETAINING WALLS, HUBGUARDS OR WINGWALLS PRIOR TO FABRICATION OF HANDRAIL. POST SPACING WILL BE REVIEWED DURING THE DESIGN REVIEW PERIOD TO COORDINATE WITH EXPANSION AND CONTRACTION JOINT SPACING IN THE WALL. 4. FABRICATE HANDRAIL IN LENGTHS TO INCLUDE A MINIMUM OF ONE AND A MAXIMUM OF THREE PANELS. FABRICATE HANDRAIL IN LENGTHS TO INCLUDE A MINIMUM OF ONE AND A MAXIMUM OF THREE PANELS. 5. ATTACH TOP RAIL MEMBERS TO AT LEAST TWO POSTS. LOCATE CENTER OF RAIL SPLICES 1'-9" FROM CENTERLINE OF POST UNLESS SHOWN OTHERWISE. ATTACH TOP RAIL MEMBERS TO AT LEAST TWO POSTS. LOCATE CENTER OF RAIL SPLICES 1'-9" FROM CENTERLINE OF POST UNLESS SHOWN OTHERWISE. 6. THE THREADED ROD CONCRETE ANCHORS SHALL BE GALVANIZED AND PROVIDE A MINIMUM PULLOUT STRENGTH OF 8000 POUNDS ON 4000 PSI CONCRETE. LENGTH THE THREADED ROD CONCRETE ANCHORS SHALL BE GALVANIZED AND PROVIDE A MINIMUM PULLOUT STRENGTH OF 8000 POUNDS ON 4000 PSI CONCRETE. LENGTH OF EMBEDMENT INTO CONCRETE SHALL CONFORM TO MANUFACTURER'S RECOMMENDATIONS. AFTER THE HOLES ARE DRILLED, REMOVE ALL LOOSE MATERIAL BY USING A WIRE BRUSH TO FREE THE DUST FROM THE SIDE OF THE HOLE AND THEN VACUUMING TO REMOVE MATERIAL AND DUST. PLACE EPOXY CAPSULE SYSTEM IN THE HOLE AND INSERT THE THREADED ROD IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS.

AutoCAD SHX Text

END PANEL

AutoCAD SHX Text

END PANEL

AutoCAD SHX Text

TYPICAL PANEL

AutoCAD SHX Text

TYPICAL PANEL

AutoCAD SHX Text

34" X " PICKETS @ 4 " CTRS. 34" PICKETS @ 4 " CTRS. 12" CTRS.

AutoCAD SHX Text

34" X " PICKETS @ 4 " CTRS. 34" PICKETS @ 4 " CTRS. 12" CTRS.

AutoCAD SHX Text

END PANEL

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END PANEL

AutoCAD SHX Text

TYPICAL PANEL

AutoCAD SHX Text

TYPICAL PANEL

AutoCAD SHX Text

34" X " PICKETS @ 4 " CTRS.34" PICKETS @ 4 " CTRS.12" CTRS.

AutoCAD SHX Text

34" X " PICKETS @ 4 " CTRS.34" PICKETS @ 4 " CTRS.12" CTRS.

AutoCAD SHX Text

TOP OF WINGWALL

AutoCAD SHX Text

WINGWALL JOINT (PLAN ANGLES OF RCB/ WINGWALL NOT SHOWN FOR CLARITY)

AutoCAD SHX Text

TOP OF HUBGUARD

AutoCAD SHX Text

RCB OPENING

AutoCAD SHX Text

RAIL SPLICE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

HANDRAIL ON CONCRETE HEADWALL AND WINGWALL

AutoCAD SHX Text D1

AutoCAD SHX Text

BOTTOM RAIL - 3/4"X1 1/2" STEEL BAR ASTM A709, GRADE 36

AutoCAD SHX Text

PICKET - 3/4"X3/4" STEEL BAR ASTM A709, GRADE 36

AutoCAD SHX Text TOP RAIL - 2 1/2"x2 1/2"x1/4" STRUCTURAL TUBING ASTM A500, GRADE B

AutoCAD SHX Text POST- 2 1/2"x2 1/2"x1/4" STRUCTURAL TUBING ASTM A500, GRADE B

AutoCAD SHX Text

TYPICAL PANEL

AutoCAD SHX Text

TYPICAL PANEL

AutoCAD SHX Text

34" X " PICKETS @ 4 " CTRS.34" PICKETS @ 4 " CTRS.12" CTRS.

AutoCAD SHX Text

34" X " PICKETS @ 4 " CTRS.34" PICKETS @ 4 " CTRS.12" CTRS.

AutoCAD SHX Text

TYPICAL METAL HANDRAIL ELEVATION ON CONCRETE RETAINING WALL

AutoCAD SHX Text

14" CAP PLATE

AutoCAD SHX Text 316"

AutoCAD SHX Text 14"

AutoCAD SHX Text 316"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 14"

AutoCAD SHX Text

12" GAP

AutoCAD SHX Text

12" GAP

AutoCAD SHX Text 316"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 316"

AutoCAD SHX Text 3"

AutoCAD SHX Text

CENTER HANDRAIL ON

AutoCAD SHX Text

CENTER HANDRAIL ON

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

HANDRAIL ON RETAINING WALL DETAILS

AutoCAD SHX Text A1

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

HANDRAIL ON RETAINING WALL

AutoCAD SHX Text D6

AutoCAD SHX Text BOTTOM RAIL - "x 1 " STEEL 34"x 1 " STEEL 12" STEEL BAR ASTM A709, GRADE 36

AutoCAD SHX Text PICKET - " x " 34" x " 34" STEEL BAR ASTM A709, GRADE 36

AutoCAD SHX Text

CONTRACTION OR EXPANSION JOINT

AutoCAD SHX Text

RAIL SPLICE

AutoCAD SHX Text POST - 2 "x2 "x " 12"x2 "x " 12"x " 14" STRUCTURAL TUBING ASTM A500, GRADE B

AutoCAD SHX Text TOP RAIL - 2 "x2 "x " 12"x2 "x " 12"x " 14" STRUCTURAL TUBING ASTM A500, GRADE B

AutoCAD SHX Text

END PANEL

AutoCAD SHX Text

END PANEL

AutoCAD SHX Text

END OF RETAINING WALL

AutoCAD SHX Text

TOP OF RETAINING WALL

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

TOP OF WALL OR HUBGUARD

AutoCAD SHX Text

1/2" THREADED RODCONCRETE ANCHOR (DRILL IN PLACE WITH ADHESIVE ANCHORING SYSTEM)

AutoCAD SHX Text

SECTION THRU RAIL

AutoCAD SHX Text

POST DETAIL

AutoCAD SHX Text

RAIL SPLICE DETAIL

AutoCAD SHX Text

BASE PLATE DETAIL

AutoCAD SHX Text

8" SHIM DETAIL

AutoCAD SHX Text

6" SHIM DETAIL

AutoCAD SHX Text BASE PLATE - 5/8"x6"x8" GALVANIZED STEEL PLATE

AutoCAD SHX Text

POST

AutoCAD SHX Text

POST & RAIL

AutoCAD SHX Text

3/4" HOLESFOR 1/2" STUDCONCRETE ANCHORS

AutoCAD SHX Text

GALVANIZED STEEL NUTS AND WASHERS

AutoCAD SHX Text

SHIM - 1/16"X2 1/2"X8" GALVANIZED STEEL PLATE

AutoCAD SHX Text

TOP RAIL

AutoCAD SHX Text

PICKET

AutoCAD SHX Text

POST

AutoCAD SHX Text

BOTTOM RAIL

AutoCAD SHX Text

1/2" DRAIN HOLE(FACE AWAY FROM SIDEWALK)

AutoCAD SHX Text

SHIM (4 SHIMS MAX.)

AutoCAD SHX Text

BASE PLATE

AutoCAD SHX Text

BOTTOM RAIL

AutoCAD SHX Text SLEEVE - 2"x2"x3/16" STRUCTURAL TUBING ASTM A500, GRADE B

AutoCAD SHX Text

RAIL SPLICE

AutoCAD SHX Text

PICKET

AutoCAD SHX Text

TOP RAIL

AutoCAD SHX Text

SHIM - 1/16"X2 1/2"X8" GALVANIZED STEEL PLATE

AutoCAD SHX Text HANDRAIL GENERAL NOTES: 1. GALVANIZE ALL RAIL, POSTS, PICKETS, AND BASE PLATES AFTER FABRICATION IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM A123. COLOR TO BE GALVANIZE ALL RAIL, POSTS, PICKETS, AND BASE PLATES AFTER FABRICATION IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM A123. COLOR TO BE APPROVED PER DPW PROJECT MANAGER. HANDRAILS SHALL BE PROTECTED FROM ANY DAMAGE TO THE FINISHED SURFACE. NO FIELD GALVANIZING WILL BE ALLOWED. 2. SET RAILS PARALLEL TO THE TOP OF THE WALL. SET POSTS AND PICKETS VERTICAL IN BOTH PLANES OF THE HANDRAIL. SHIMS MAY BE USED BETWEEN SET RAILS PARALLEL TO THE TOP OF THE WALL. SET POSTS AND PICKETS VERTICAL IN BOTH PLANES OF THE HANDRAIL. SHIMS MAY BE USED BETWEEN CONCRETE AND BASE PLATE OF STEEL POST. 3. GRIND SMOOTH ALL TOP AND BOTTOM RAIL-TO-POST WELDED CONNECTIONS. FIELD WELDING IS NOT PERMITTED. THE CONTRACTOR SHALL SUBMIT SHOP GRIND SMOOTH ALL TOP AND BOTTOM RAIL-TO-POST WELDED CONNECTIONS. FIELD WELDING IS NOT PERMITTED. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO FABRICATION OF THE HANDRAIL. FIELD VERIFY AS-BUILT DIMENSIONS AND ELEVATIONS OF RETAINING WALLS, HUBGUARDS OR WINGWALLS PRIOR TO FABRICATION OF HANDRAIL. POST SPACING WILL BE REVIEWED DURING THE DESIGN REVIEW PERIOD TO COORDINATE WITH EXPANSION AND CONTRACTION JOINT SPACING IN THE WALL. 4. FABRICATE HANDRAIL IN LENGTHS TO INCLUDE A MINIMUM OF ONE AND A MAXIMUM OF THREE PANELS. FABRICATE HANDRAIL IN LENGTHS TO INCLUDE A MINIMUM OF ONE AND A MAXIMUM OF THREE PANELS. 5. ATTACH TOP RAIL MEMBERS TO AT LEAST TWO POSTS. LOCATE CENTER OF RAIL SPLICES 1'-9" FROM CENTERLINE OF POST UNLESS SHOWN OTHERWISE. ATTACH TOP RAIL MEMBERS TO AT LEAST TWO POSTS. LOCATE CENTER OF RAIL SPLICES 1'-9" FROM CENTERLINE OF POST UNLESS SHOWN OTHERWISE. 6. THE THREADED ROD CONCRETE ANCHORS SHALL BE GALVANIZED AND PROVIDE A MINIMUM PULLOUT STRENGTH OF 8000 POUNDS ON 4000 PSI CONCRETE. THE THREADED ROD CONCRETE ANCHORS SHALL BE GALVANIZED AND PROVIDE A MINIMUM PULLOUT STRENGTH OF 8000 POUNDS ON 4000 PSI CONCRETE.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 6, 2024.