Revised Sidewalk Plans 15 June 2020.pdf

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BASEWIDE SIDEWALKS
Solicitation number
W50S6Q20B0004
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Text version

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DONOHO DONOHO

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THUNDER FLASH DRIVE

THUNDER FLASH DRIVE

BUILDING 180

BUILDING 108

BUILDING 124

BUILDING 130

BUILDING 188

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REPLACE AM2 MATTING WITH CONCRETE SIDEWALK PER DETAILS

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USE TYPE 5 RAMP

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USE TYPE 5 RAMP AT BOTH ENDS

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INSTALL TYPE 4 RAMP

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INSTALL TYPE 6 RAMP

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INSTALL TYPE 5 RAMP

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VOODOO ROAD

BASE POOL

BUILDING 208

BUILDING 212

BUILDING 201

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DRIVE

BUILDING 212

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INSTALL SIDEWALK ALONG EXISTING WALL

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MATCH SIDEWALK TO EXISTING DRIVE APPROACH

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MATCH SIDEWALK TO EXISTING SIDEWALK

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MATCH SIDEWALK TO EXISTING SIDEWALK

AutoCAD SHX Text TYPE 4 RAMP WILL BE NEXT TO EXISTING MASONRY WALL POST. POUR AROUND POST USING " EXPANSION 12" EXPANSION JOINT

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MATCH SIDEWALK TO EXISTING PAVEMENT

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MATCH SIDEWALK TO EXISTING PAVEMENT

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MATCH NEW SIDEWALK GRADE TO EXISTING

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INSTALL TYPE 6 RAMP

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INSTALL TYPE 5 RAMP

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INSTALL TYPE 5 RAMP

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INSTALL TYPE 5 RAMP

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INSTALL TYPE 5 RAMP

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REMOVE EXISTING SIDEWALK

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REMOVE EXISTING DRAINAGE STRUCTURE AND REPLACE WITH SIDEWALK

REMOVE EXISTING DRAINAGE STRUCTURE AND REPLACE WITH SIDEWALK

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PHANTOM DRIVE

BUILDING 126

PHANTOM DRIVE

BUILDING 422

PHANTOM DRIVE

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MATCH SIDEWALK TO EXISTING CURB

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MATCH SIDEWALK TO EXISTING SIDEWALK

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MATCH SIDEWALK TO EXISTING CURB

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INSTALL TYPE 6 RAMP

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INSTALL NEW HEADWALL AROUND TWO EXISTING 32" HDPE CULVERT PIPES.

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INSTALL TOE WALL AT A MINIMUM DEPTH OF 3 FEET FROM FINISH GRADE

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EXISTING AERIAL SANITARY SEWER MAIN DO NOT DISTURB

AutoCAD SHX Text HEAD WALL TO PROVIDE ADEQUATE BANK ARMORING AGAINST EROSION CONTRACTOR WILL SUBMIT DETAIL OF HEAD WALL CONSTRUCTION FOR APPROVAL PRIOR TO CONSTRUCTION

INSTALL HANDRAIL ACROSS THE TOP OF THE HEADWALL WHERE ADJACENT TO THE SIDEWALK

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BUILDING 207

FALCON WAY

BUILDING 214

BUILDING 216

FALCON WAY

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MATCH SIDEWALK TO EXISTING PAVEMENT

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MATCH SIDEWALK TO EXISTING SIDEWALK

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MATCH SIDEWALK TO EXISTING PAVEMENT

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MATCH SIDEWALK TO EXISTING PAVEMENT

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MATCH SIDEWALK TO EXISTING SIDEWALK

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MATCH SIDEWALK TO EXISTING PAVEMENT

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MATCH SIDEWALK TO EXISTING PAVEMENT

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INSTALL TYPE 5 RAMP

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INSTALL TYPE 4 RAMP

AutoCAD SHX Text DO NOT DISTURB EXISTING UTILITY CUT ADD EXPANSION JOINT AND INCORPORATE INTO NEW SIDEWALK

REMOVE ALL ASPHALT PAVEMENT BETWEEN PROPOSED SIDEWALK AND NEW BUILDING SITE MINUS THE CONCRETE UTILITY CUT

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BUILDING 220

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GENERAL CONSTRUCTION NOTES:

1. CONTRACTOR WILL SOD ALL DISTURBED AREAS AND GRADE TO MATCH EXISTING GRADES AS REQUIRED.

2. CONTRACTOR WILL ENSURE ALL GRADES MEET ADA REQUIREMENTS. ALL FIELD ADJUSTMENTS WILL GO THROUGH

THE CONTRACTING OFFICE OR THEIR REPRESENTATIVE PRIOR TO CONSTRUCTION.

3. ALL GRADES AND FORM WORK WILL BE CHECKED BY THE INSPECTOR PRIOR TO ANY CONCRETE POURS.

4. ALL UTILITY VALVE BOXES, HANDHOLES, OR ANY OTHER ACCESS WILL BE BROUGHT TO THE SURFACE OF ANY NEW

CONCRETE FINISH GRADE. DO NOT COVER UP ANY UTILITY ACCESS POINT WITH NEW POURS.

5. CONTRACTOR WILL USE THE CITY OF FORT SMITH SIDEWALK AND CONCRETE DETAILS AND SPECS FOR THIS PROJECT

UNLESS OTHERWISE DIRECTED BY THE BASE CIVIL ENGINEER OR THEIR SELECTED REPRESENTATIVE.

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MATCH SIDEWALK TO EXISTING PAVEMENT

STOP SIDEWALK AT FENCE

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BUILDING 108

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BUILDING 201

VOODOO ROAD

VOODOO ROAD

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1 INCH = FEET

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MATCH SIDEWALK TO EXISTING PAVEMENT

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MATCH SIDEWALK TO EXISTING PAVEMENT

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INSTALL TYPE 5 RAMP

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MATCH SIDEWALK TO EXISTING PAVEMENT

DO NOT DISTURB EXISTING TRASH FENCE/WALL

2020 Sidewalk Proiject-SHEET (1)
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2020 Sidewalk Proiject-SHEET (2)
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2020 Sidewalk Proiject-SHEET (6)
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