B08_Solicitation_(Attachment_2_-_Drawings).pdf
PDF 8 MB Posted
- Attached to
- TAPR Resurface Realign Bottomland Trail
- Solicitation number
- 140P6024B0007
About this file
This document appears to be the solicitation drawings for the Tallgrass Prairie National Preserve Resurface and Realign Bottomland Trail project, Solicitation Number 140P6024B0007. The drawings provide detailed specifications for the base bid and two bid additives for concrete paving, elevated precast concrete boardwalks, and trail improvements at the Tallgrass Prairie National Preserve in Strong City, Kansas. Key details include:
The base bid covers concrete paving for the outer loop trail, middle connector trail, and north realignment route, as well as parking lot and sidewalk improvements. Bid Additive 1 extends the outer loop trail paving, and Bid Additive 2 includes an elevated precast concrete boardwalk over a wetland crossing. The drawings specify requirements for the precast concrete trail elements, footing details, stone slab seating, and protection/removal of existing site features. The work is being procured by the Department of the Interior National Park Service Midwest Region. No additional information about pricing, award dates, or set asides is provided in these drawings.
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HILL
CITY
SALINA
JUNCTION CITY TOPEKA
MANHATTAN
LAWERENCEABILENERUSSELL
WA
KEENEY
HAYS
NESS
CITY
LA
CROSSE
HUTCHINSON
GREAT
BEND
EMPORIA
GRAINFIELD
SELDIN
OAKLEY
GOODLAND
TRIBUNE
COLBY
SHARON
SPRINGS
SCOTT
CITY DIGHTON
GARDEN
CITY
DODGE
CITY
SYRACUSE
OBERLIN
ST.
JOSEPH
ATCHISON
LEAVENWORTH
KANSAS
CITY
KANSAS
CITY
CLAY
CENTER
WICHITA
GREENSBURG
LIBERAL
STOCKTON
OSBORN
SMITH
CENTER
NORTON
PHILLIPSBURG
ELKHART
JOHNSON
TO
OMAHA
JETMORE
PLAINVILLE
TO
DENVER
LINCOLN
SENECA
24 24
70 70
HERINGTON
COUNCIL GROVE
HILLSBORO
NEWTON
STRONG CITY
MADISON
CASSODAY
NORTH
NATIONAL
PARK
SERVICE
TRAIL RESURFACING & REALIGNMENT
BOTTOM LAND TRAIL
TALLGRASS PRAIRIE NATIONAL PRESERVE
CONSTRUCTION DRAWINGS
REGIONAL LOCATION MAP
TALLGRASS PRAIRIE NATIONAL PRESERVE
STRONG CITY
PROJECT LOCATION MAP
TRAIL RESURFACING & REALIGNMENT
BOTTOM LAND TRAIL
TALLGRASS PRAIRIE NATIONAL PRESERVE
X 031 / 80023
04/11/2024
NORTH
0 100' 200' 300'
SCALE: 1" = 100'
SCALE: 1" = 100' NORTH
0 100' 200' 300'
SCALE: 1" = 100'
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DRAWING NO.
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PMIS/PKG NO.
AutoCAD SHX Text 031 80023
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AutoCAD SHX Text 223700
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SHEET
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OF
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TITLE OF SHEET
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DESIGNED:
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TECH. REVIEW:
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DATE:
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SUB SHEET NO.
AutoCAD SHX Text 04/11/2024
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MRS
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MRS
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TALLGRASS PRAIRIE NATIONAL PRESERVE
AutoCAD SHX Text M:\Groups\Maint\Archives\TAPR\80023-TAPR-Bottomland Trail Resurfacing and Accessibility Improvements\20_Drawings\__Site\SHEETS\APRIL 2024 REVISIONS_CURRENT\TAPR 80023_SHEETS.dwg 4/11/2024 11:34 AM BY Sharp, Michael Ryan 4/11/2024 11:34 AM BY Sharp, Michael Ryan4/11/2024 11:34 AM BY Sharp, Michael Ryan BY Sharp, Michael RyanSharp, Michael Ryan
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FOX CREEK
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SITE PAVING
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BASE BID AND
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BID ADDITIVE 1
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AutoCAD SHX Text BASE BID KEYNOTES PC CONCRETE PAVING FOR ROUTE SHOWN: - OUTER LOOP STATIONS 0+00.00 TO 11+79.80 AND 33+90.79 TO 40+95.02 - MIDDLE CONNECTOR TRAIL STATIONS 50+00.00 TO 56+62.65 - NORTH REALIGNMENT STATIONS 19+63.11 TO 26+70.00 PAVING AREA INCLUDES PARKING LOT AND SIDEWALKS FOR PICNIC TABLES AND VAULT TOILET BUILDING ACCESS. SEE BASE BID NOTES ON SHEETS C6 - C8 AND PARKING LOT NOTES ON SHEET C9. A1 RELOCATE WAYFINDING SIGNS AND BENCHES AS NOTED ON SHEETS C6 TO C8, TYP. RELOCATE WAYFINDING SIGNS AND BENCHES AS NOTED ON SHEETS C6 TO C8, TYP. A2 EXISTING WAYSIDE SIGNS AND BENCHES TO REMAIN, DO NOT DISTURB, TYP. EXISTING WAYSIDE SIGNS AND BENCHES TO REMAIN, DO NOT DISTURB, TYP. A3 EXISTING WETLAND CROSSING STONE SLABS TO REMAIN, DO NOT DISTURB, TYP. EXISTING WETLAND CROSSING STONE SLABS TO REMAIN, DO NOT DISTURB, TYP. A4 PARKING LOT AND SIDEWALK PAVING AREASPARKING LOT AND SIDEWALK PAVING AREAS
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COUNTY ROAD 227
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FOX CREEK
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FOX CREEK
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COUNTY ROAD 227
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FOX CREEK
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STA: 0+00.00
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STA: 11+79.80
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STA: 50+00.00
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STA: 33+90.79
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STA: 56+62.65
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STA: 40+95.02
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MIDDLE CONNECTOR TRAIL
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OUTER LOOP TRAIL
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OUTER LOOP TRAIL
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STA: 19+63.11
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STA: 26+70.00
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NORTH REALIGNMENT ROUTE
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AutoCAD SHX Text BID ADDITIVE 1 KEYNOTES PC CONCRETE PAVING FOR ROUTE SHOWN, OUTER LOOP STATIONS 26+70.00 TO 33+90.79. SEE BID ADDITIVE 1 NOTES ON SHEETS C7 - C8. B1 RELOCATE WAYFINDING SIGNS AND BENCHES AS NOTED ON SHEETS C7 AND C8, TYP. RELOCATE WAYFINDING SIGNS AND BENCHES AS NOTED ON SHEETS C7 AND C8, TYP. B2 EXISTING WAYSIDE SIGNS AND BENCHES TO REMAIN, DO NOT DISTURB, TYP. EXISTING WAYSIDE SIGNS AND BENCHES TO REMAIN, DO NOT DISTURB, TYP. B3 EXISTING WETLAND CROSSING STONE SLABS TO REMAIN, DO NOT DISTURB, TYP.EXISTING WETLAND CROSSING STONE SLABS TO REMAIN, DO NOT DISTURB, TYP.
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STA: 33+90.79
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STA: 26+70.00
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OUTER LOOP TRAIL
SCALE: 1" = 100' NORTH
SCALE: 1" = 100'
0 30' 60' 90'
SCALE: 1" = 30'
NORTH
0 20' 40' 60'
SCALE: 1" = 20'
SCALE: 1" = 30'
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DRAWING NO.
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PMIS/PKG NO.
AutoCAD SHX Text 031 80023
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AutoCAD SHX Text 223700
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SHEET
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OF
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TITLE OF SHEET
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DESIGNED:
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TECH. REVIEW:
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DATE:
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SUB SHEET NO.
AutoCAD SHX Text 04/11/2024
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MRS
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MRS
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TALLGRASS PRAIRIE NATIONAL PRESERVE
AutoCAD SHX Text M:\Groups\Maint\Archives\TAPR\80023-TAPR-Bottomland Trail Resurfacing and Accessibility Improvements\20_Drawings\__Site\SHEETS\APRIL 2024 REVISIONS_CURRENT\TAPR 80023_SHEETS.dwg 4/11/2024 3:51 PM BY Sharp, Michael Ryan 4/11/2024 3:51 PM BY Sharp, Michael Ryan4/11/2024 3:51 PM BY Sharp, Michael Ryan BY Sharp, Michael RyanSharp, Michael Ryan
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MATCH LINE - PLAN SHEET C4
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MATCH LINE - PLAN SHEET C4
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FOX CREEK
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APPROXIMATE EXISTING TREE CANOPY EDGE
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APPROXIMATE EXISTING FENCE LINE, TYP.
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APPROXIMATE EXISTING PRAIRIE BOUNDARY EDGE
AutoCAD SHX Text EXISTING 100 YEAR FLOOD PLAIN LINE FEMA/FIRM MAP #20017C0193C, 20017C0195C EFFECTIVE DATE: MARCH 22, 2022
AutoCAD SHX Text EXISTING 500 YEAR FLOOD PLAIN LINE FEMA/FIRM MAP #20017C0193C, 20017C0195C EFFECTIVE DATE: MARCH 22, 2022
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EXISTING PRAIRIE VEGETATION
AutoCAD SHX Text REMOVAL KEYNOTES R1 REMOVE PRAIRIE VEGETATION WITHIN HATCHED AREA SHOWN AND EXCAVATE TOPSOIL FOR PROPOSED TRAIL REMOVE PRAIRIE VEGETATION WITHIN HATCHED AREA SHOWN AND EXCAVATE TOPSOIL FOR PROPOSED TRAIL CONSTRUCTION, SEE SHEET C8 FOR PROPOSED TRAIL ALIGNMENT AND DETAIL 2/C10. R2 REMOVE AGGREGATE, FULL DEPTH, FILL EXCAVATED AREA WITH TOPSOIL TO MATCH EXISTING SURFACE ELEVATION, REMOVE AGGREGATE, FULL DEPTH, FILL EXCAVATED AREA WITH TOPSOIL TO MATCH EXISTING SURFACE ELEVATION, SURFACE RESTORATION SEEDING BY NPS, TYP. R3 REMOVE BENCH. REMOVE BENCH. R4 SALVAGE, PROTECT, AND STORE EXISTING WAYSIDE SIGN, SEE SHEET C8 FOR RELOCATION INFORMATION, TYP. SALVAGE, PROTECT, AND STORE EXISTING WAYSIDE SIGN, SEE SHEET C8 FOR RELOCATION INFORMATION, TYP. R5 SALVAGE, PROTECT, AND STORE EXISTING STONE SLAB SEATING, SEE SHEET C8 FOR RELOCATION INFORMATION, TYP. SALVAGE, PROTECT, AND STORE EXISTING STONE SLAB SEATING, SEE SHEET C8 FOR RELOCATION INFORMATION, TYP. R6 REMOVE PRAIRIE VEGETATION AS NECESSARY FOR CONCRETE TRUCK ACCESS TO PAVE PROPOSED TRAIL. MAXIMUM REMOVE PRAIRIE VEGETATION AS NECESSARY FOR CONCRETE TRUCK ACCESS TO PAVE PROPOSED TRAIL. MAXIMUM 15' WIDE DISTURBANCE LIMITS FROM PROPOSED EDGE OF TRAIL PAVEMENT, SEE PLAN SHEET C8 FOR PROPOSED ALIGNMENT AND DETAILS 1 AND 2 ON SHEET C10 FOR TYPICAL DISTURBANCE CROSS SECTION INFORMATION, TYP. R7 PRAIRIE DISTURBANCE LIMIT LINE, TYP. PRAIRIE DISTURBANCE LIMIT LINE, TYP. R8 CONCRETE TRUCK TURN-AROUND AREA CONCRETE TRUCK TURN-AROUND AREA R9 CONCRETE BUGGY LOADING AREACONCRETE BUGGY LOADING AREA
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FOX CREEK
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APPROXIMATE EXISTING PRAIRIE BOUNDARY EDGE
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APPROXIMATE EXISTING TREE CANOPY EDGE
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CONTINUATION NORTH TO FOX CREEK TRAIL
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TALLGRASS PRAIRIE NATIONAL PRESERVE
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TALLGRASS PRAIRIE NATIONAL PRESERVE
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AutoCAD SHX Text PROTECTION KEYNOTES P1 PROTECT PRAIRIE VEGETATION PROTECT PRAIRIE VEGETATION P2 ABANDON AGGREGATE TRAIL IN PLACE ABANDON AGGREGATE TRAIL IN PLACE P3 PROTECT AGGREGATE TRAIL TO BE USED AS SUBBASE UNDER PROPOSED CONCRETE TRAIL. REMOVE EXTRA PROTECT AGGREGATE TRAIL TO BE USED AS SUBBASE UNDER PROPOSED CONCRETE TRAIL. REMOVE EXTRA PORTIONS OF AGGREGATE AS NECESSARY, SEE DETAILS 1/C10 AND 3/C10.
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BASE BID KEYNOTES
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BID ADDITIVE 1 KEYNOTES
AutoCAD SHX Text PROTECTION KEYNOTES 1P1 PROTECT AGGREGATE TRAIL TO BE USED AS SUBBASE UNDER PROTECT AGGREGATE TRAIL TO BE USED AS SUBBASE UNDER PROPOSED CONCRETE TRAIL. REMOVE EXTRA PORTIONS OF AGGREGATE AS NECESSARY, SEE DETAILS 1/C10 AND 3/C10. 1P2 PROTECT TRAIL MARKERPROTECT TRAIL MARKER
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REMOVAL PLAN
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NORTH TRAIL AREA
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FOREST VEGETATION AREA
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FOREST VEGETATION AREA
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BID ADDITIVE 2 KEYNOTES
AutoCAD SHX Text PROTECTION KEYNOTES 2P1 PROTECT AGGREGATE TRAIL TO BE USED AS SUBBASE UNDER PROTECT AGGREGATE TRAIL TO BE USED AS SUBBASE UNDER PROPOSED CONCRETE TRAIL. REMOVE EXTRA PORTIONS OF AGGREGATE AS NECESSARY, SEE DETAILS 1/C10 AND 3/C10. 2P2 PROTECT TREES WITHIN FORESTED TRAIL AREA, TYP.PROTECT TREES WITHIN FORESTED TRAIL AREA, TYP.
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AutoCAD SHX Text 7'-6" x 12' PRECAST CONCRETE TREAD SLAB, 4 TOTAL, TYP.
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PC CONCRETE TRAIL APPROACH, TYP.
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PC CONCRETE CAST-IN-PLACE TRAIL EDGE FOOTING, TYP.
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36" WIDE PC CONCRETE CONTINUOUS SPREAD FOOTING, TYP.
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PRECAST CONCRETE TREAD SLABS ABUTTED TIGHT, 1/8" MAXIMUM JOINT SPACING, TYP.
AutoCAD SHX Text PC CONCRETE CAST-IN-PLACE TRAIL EDGE FOOTING, SEE FOOTING ENLARGEMENTS, THIS DETAIL, TYP.
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5 1/2" THICK PRECAST CONCRETE TREAD SLAB, TYP.
AutoCAD SHX Text 5" THICK PC CONCRETE TRAIL PAVEMENT WITH THICKENED EDGE AT C.I.P. PC CONCRETE FOOTING, TYP.
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FINISH GRADE, SEE DETAIL 1/C13 FOR MORE INFORMATION, TYP.
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3:1 MAX SLOPE, TYP.
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ENLARGED PLAN VIEW
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PROFILE VIEW
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COMPACTED SUBGRADE, TYP.
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36" WIDE PC CONCRETE CONTINUOUS SPREAD FOOTING, TYP.
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BEGIN TRAIL WIDTH TAPER FROM 7'-6" TO 5'-0", TYP.
AutoCAD SHX Text NOTES: 1. SEE FOOTING ENLARGEMENTS FOR REINFORCING INFORMATION, TYP. SEE FOOTING ENLARGEMENTS FOR REINFORCING INFORMATION, TYP. 2. ALL FOOTINGS TO BE CONSTRUCTED TO FROST DEPTH, 36" MINIMUM.ALL FOOTINGS TO BE CONSTRUCTED TO FROST DEPTH, 36" MINIMUM.
AutoCAD SHX Text 12" SQUARE PC CONCRETE VERTICAL FOOTING, TWO AT EACH LOCATION CENTERED WHERE SLABS ABUT, TYP.
AutoCAD SHX Text 12" SQUARE PC CONCRETE VERTICAL FOOTING, TWO AT EACH LOCATION WHERE SLABS ABUT, SEE PLAN VIEW AND FOOTING ENLARGEMENTS, THIS DETAIL, TYP.
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8" DEPTH AB-3 AGGREGATE SUBBASE LAYER, TYP.
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BEARING PAD ON TOP OF PRECAST CONCRETE GRADE BEAM, TYP.
AutoCAD SHX Text THREADED ROD WITH OVERSIZED WASHER AND NUT AT RECESSED OPENING ON TOP OF GRADE BEAM WITH CLEAR SEALANT. DRILL AND EPOXY ROD 4" MIN. DEPTH INTO CONCRETE FOOTING, TYP.
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4 - #4 BARS VERTICAL, TYP.
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4 - #5 BARS, CONTINUOUS @ 12" SPACING, TYP.
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TRAIL EDGE FOOTING
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3 - #4 BARS, CONTINUOUS @ 12" SPACING, TYP.
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4 - #5 BARS, CONTINUOUS @ 12" SPACING, TYP.
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RELOCATED STONE SLAB SEATING, TYP. (SIZES AND CONFIGURATIONS VARY)
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COMPACTED SUBGRADE
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EXISTING AGGREGATE TRAIL
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5" THICK PC CONCRETE TRAIL PAVEMENT, WITH FIBER MESH, TYP.
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5' WIDE TRAIL
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RECOMPACTED SUBGRADE, 12" MINIMUM DEPTH UNDER CONCRETE FOOTING
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CENTER EXISTING SIGN POST WITHIN 12" SQUARE PC CONCRETE FOOTING
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5' WIDE TRAIL
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RESET EXISTING SIGN
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CONSTRUCT 5" MINIMUM DEPTH, AB-3 COMPACTED AGGREGATE SUBBASE LAYER, TYP.
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EXISTING STONE SLAB BEYOND, DO NOT DISTURB
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COMPACTED SUBGRADE
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1.0% MIN. SLOPE
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1/2" EXPANSION JOINT AROUND ALL FOUR SIDES OF SIGN FOOTING, TYP.
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SLOPE
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SLOPE
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SIGN POST CENTERED WITHIN 12" SQUARE CONCRETE FOOTING, TYP.
AutoCAD SHX Text EXISTING STONE SLAB, VERIFY ALL SLAB DIMENSIONS AND TOP OF SLAB SPOT ELEVATIONS PRIOR TO CONSTRUCTION, TYP.
AutoCAD SHX Text DETAIL KEYNOTES 1. EXISTING CULVERT, DO NOT DISTURB EXISTING CULVERT, DO NOT DISTURB 2. EXISTING SUBGRADE, DO NOT DISTURB EXISTING SUBGRADE, DO NOT DISTURB 3. EXISTING AGGREGATE TRAIL, DO NOT DISTURB EXISTING AGGREGATE TRAIL, DO NOT DISTURB 4. EXISTING STONE SLAB ON TOP OF CULVERT, DO NOT DISTURB EXISTING STONE SLAB ON TOP OF CULVERT, DO NOT DISTURB 5. EXISTING GRADE, VERIFY PRIOR TO CONSTRUCTIONEXISTING GRADE, VERIFY PRIOR TO CONSTRUCTION
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6. CONSTRUCT AB-3 AGGREGATE SHOULDER AS DIMENSIONED, CONSTRUCT AB-3 AGGREGATE SHOULDER AS DIMENSIONED, SLOPE AWAY FROM TRAIL AT 2.0%. 7. SLOPE AB-3 AGGREGATE DOWN TO MATCH TOP OF SLAB. SLOPE AB-3 AGGREGATE DOWN TO MATCH TOP OF SLAB. 8. CONSTRUCT RIP-RAP TO COVER TOP OF CULVERT. CONSTRUCT RIP-RAP TO COVER TOP OF CULVERT. 9. 5" THICK PC CONCRETE TRAIL WITH FIBER MESH AND 5" THICK PC CONCRETE TRAIL WITH FIBER MESH AND REINFORCEMENT, TYP. 10. TRAIL CENTERLINE TRAIL CENTERLINE
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CJ
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CJ
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CJ
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CJ
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AB-3 AGGREGATE SHOULDER
AutoCAD SHX Text RIP-RAP INFILL BETWEEN STONE SLABS AND AB-3 AGGREGATE SHOULDER, STONE SIZE 4" - 12" DIAMETER
AutoCAD SHX Text
AB-3 AGGREGATE SHOULDER
AutoCAD SHX Text RIP-RAP INFILL BETWEEN AB-3 AGGREGATE SHOULDER AND TOE OF SLOPE, STONE SIZE 4" - 12" DIAMETER
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EXISTING CULVERT
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EXISTING STONE SLAB
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CONCRETE TRAIL
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DRAWING NO.
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PMIS/PKG NO.
AutoCAD SHX Text 031 80023
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AutoCAD SHX Text 223700
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SHEET
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OF
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TITLE OF SHEET
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DESIGNED:
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TECH. REVIEW:
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DATE:
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SUB SHEET NO.
AutoCAD SHX Text 04/11/2024
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MRS
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MRS
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TALLGRASS PRAIRIE NATIONAL PRESERVE
AutoCAD SHX Text M:\Groups\Maint\Archives\TAPR\80023-TAPR-Bottomland Trail Resurfacing and Accessibility Improvements\20_Drawings\__Site\SHEETS\APRIL 2024 REVISIONS_CURRENT\TAPR 80023_SHEETS-DETAILS.dwg 4/11/2024 11:43 AM BY Sharp, Michael Ryan 4/11/2024 11:43 AM BY Sharp, Michael Ryan4/11/2024 11:43 AM BY Sharp, Michael Ryan BY Sharp, Michael RyanSharp, Michael Ryan
AutoCAD SHX Text C11
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ELEVATED PRECAST CONCRETE BOARDWALK DETAIL - BID ADDITIVE 3
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SCALE: 3/8" = 1'-0"
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FOOTING ENLARGEMENTS SCALE: 1/2" = 1'-0"
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SITE DETAILS
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AutoCAD SHX Text C11
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WETLAND CROSSING PLAN DETAIL - BID ADDITIVE 3
AutoCAD SHX Text WETLAND CROSSING KEYNOTES W1 CONSTRUCT ELEVATED PRECAST CONSTRUCT ELEVATED PRECAST CONCRETE BOARDWALK FOR TRAIL CROSSING OVER WETLAND AREA WITH FOUR (4) 7.5' x 12' TREAD SLABS, SEE DETAIL 2/C11 FOR MORE INFORMATION, TYP. W2 TRANSITION CONCRETE TRAIL TRANSITION CONCRETE TRAIL PAVEMENT WIDTH FROM 5' TO 7.5' OVER 15' LENGTH AS SHOWN. W3 CONSTRUCT THICKENED EDGE TRAIL CONSTRUCT THICKENED EDGE TRAIL PAVEMENT ADJACENT TO TRAIL CROSSING, SEE DETAIL 2/C11 FOR MORE INFORMATION, TYP. W4 WETLAND PROTECTION FENCING, ALL WETLAND PROTECTION FENCING, ALL WORK TO OCCUR WITHIN TEMPORARY FENCED BOUNDARY AREA TO LIMIT DISTURBANCE TO ADJACENT WETLANDS, SEE 2/C16 FOR MORE INFORMATION, TYP.
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AutoCAD SHX Text C11
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STONE SLAB SEAT - PAVING NODE DETAIL
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SECTION VIEW SCALE: 1/2" = 1'-0
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JOINTING PLAN SCALE: 1/4" = 1'-0
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WETLAND LIMIT LINE
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WETLAND LIMIT LINE
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APPROXIMATE EXISTING PRAIRIE BOUNDARY EDGE
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APPROXIMATE EXISTING PRAIRIE BOUNDARY EDGE
AutoCAD SHX Text W4
AutoCAD SHX Text C11
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WAYSIDE SIGN AT EXISTING STONE SLAB DETAIL - BID ADDITIVE 2
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SCALE: 1" = 10'-0"
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SECTION VIEW SCALE: 1/2" = 1'-0
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JOINTING PLAN SCALE: 1/4" = 1'-0
AutoCAD SHX Text C11
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TRAIL AT HISTORIC CULVERT DETAIL - BID ADDITIVE 1
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SCALE: 1/2" = 1'-0"
AutoCAD SHX Text ELEVATED PRECAST CONCRETE BOARDWALK - BASIS OF DESIGN REQUIREMENTS 1. TREADS SHALL BE MADE OF REINFORCED PRECAST CONCRETE, AND SUPPORTED BY REINFORCED PRECAST CONCRETE BEAMS. TREADS SHALL BE MADE OF REINFORCED PRECAST CONCRETE, AND SUPPORTED BY REINFORCED PRECAST CONCRETE BEAMS. 2. TOP SURFACE OF TREADS SHALL HAVE A FORMLINER FINISH, 'ADELAIDE GRAY' COLOR WITH 'PERMAGRIP' NON-SLIP TEXTURE BY TOP SURFACE OF TREADS SHALL HAVE A FORMLINER FINISH, 'ADELAIDE GRAY' COLOR WITH 'PERMAGRIP' NON-SLIP TEXTURE BY PERMATRAK OR APPROVED EQUAL. TEXTURE MUST BE INTEGRAL WITH THE CONCRETE AND SHALL NOT BE AN APPLIED POST POUR WEARING SURFACE. 3. DESIGN FOR THE FOLLOWING LIVE LOADS: DESIGN FOR THE FOLLOWING LIVE LOADS: - PEDESTRIAN LIVE LOAD OF 90 PSF - H5 DESIGN TRUCK: 10,000 LBS. TOTAL VEHICULAR LOAD 4. TREAD TO BEAM CONNECTIONS SHALL BE NON-CORROSIVE AND HIDDEN FROM VIEW. METALLIC TREAD-TO-BEAM CONNECTORS TREAD TO BEAM CONNECTIONS SHALL BE NON-CORROSIVE AND HIDDEN FROM VIEW. METALLIC TREAD-TO-BEAM CONNECTORS ARE NOT ACCEPTABLE. 5. CONSTRUCT PER MANUFACTURER'S SPECIFICATIONS AND WARRANTY INFORMATION, PERMATRAK NORTH AMERICA LLC, CONSTRUCT PER MANUFACTURER'S SPECIFICATIONS AND WARRANTY INFORMATION, PERMATRAK NORTH AMERICA LLC, 877-332-7862, www.permatrak.com, OR APPROVED EQUAL. 6. SUBMIT SHOP DRAWINGS BY LICENSED ENGINEER IN STATE OF KANSAS PRIOR TO COMMENCING CONSTRUCTION PER SPEC 321313. SUBMIT SHOP DRAWINGS BY LICENSED ENGINEER IN STATE OF KANSAS PRIOR TO COMMENCING CONSTRUCTION PER SPEC 321313.
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SECTION VIEW SCALE: 1/2" = 1'-0
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PLAN VIEW SCALE: 3/16" = 1'-0
DETAIL 5/C11 SECTION
SCALE: 1" = 30'
NORTH
0 10' 20' 30'
SCALE: 1" = 10'
0 40' 80' 120'
SCALE: 1" = 40'
0 40' 80' 120'
SCALE: 1" = 40'
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File details come from the government source that posted it. Updated .