ATTACHMENT 1 HKRZ202015 PLANS AND SPECS.pdf

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BASEWIDE SIDEWALKS
Solicitation number
W50S6Q20B0004
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Text version

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HKRZ202015

DONOHO DONOHO

LOUDERBACK 28 APR 20

S id ew al k Pr oj ec t

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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

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BUILDING 212

BUILDING 201

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PHANTOM

DRIVE

BUILDING 212

PHANTOM DRIVE

PHANTOM DRIVE

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HKRZ202015

DONOHO DONOHO

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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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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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INSTALL FIBERGLASS FOOT BRIDGE AS PER SOW

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INSTALL ABUTMENT AS PER MANUFACTURER REQUIREMENTS

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MATCH SIDEWALK TO EXISTING CURB

INSTALL TYPE 6 RAMP

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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

INSTALL TYPE 4 RAMP

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BUILDING 220

HKRZ202015

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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.

AutoCAD SHX Text 4/27/2020

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(IN FEET)

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1 INCH = FEET

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MATCH SIDEWALK TO EXISTING PAVEMENT

STOP SIDEWALK AT FENCE

Sheets and Views
2020 Sidewalk Proiject-SHEET (1)

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