800.723.8567 Long- North Plains Ag Processing, Inc. Grain Elevators Armour L & H Servi-Tech Scherbarth JESCO Park Hastings/Adams County Landfill and Wood Waste Facility Hastings Center Regional Brickyard Dana Zion Lutheran Church & School Adams Thermo-King Van UPS Central Lincoln Chataqua St. Sunmart Mall Imperial Hawthorne School Oswego fellow Watson Museum Hastings YMCA Libs Park Senior High School Champions Good Samaritan Village Perkins Duncan Park Harm Courthouse Alcott School Hospital College Heartwell Park Crosier Parkview Cemetary Mt Sinai Cemetary Ag Processing, Inc. Ethanol Plant Camp- Park Med. Lake Hastings Pollution Big G Eaton Pepsi Nebraska Cold Storage Softball Complex Lochland Golf Course Hastings Denver Station Park YMCA/ School Michael's School Park Field Park School Diest Logistics Great Lincoln County Fair Grounds School Hastings Control Facilities Station Fire Station Fire Morton Field Hastings Municipal Airport grounds HASTINGS UTILITIES Cover Sheet Hastings Utilities Public Power Generation Agency Wastewater Treatment Plant Whelan Energy Center Platform Modifications WEC Project Location TABLE OF CONTENTS SHEET NO. SHEET TITLE S001 S102 S101 COVER SHEET STRUCTURAL NOTES & DETAILS AREA 1 FRAMING PLANS AND DETAILS G000 PLATFORM AREA LOCATIONS AREA NO. LOCATION 2 WWTP - INFLUENT PUMP STATION 1 WEC - UNIT 1, ELEV. 1918'-0" NAME GROUND FLOOR PLATFORM MEZZANINE FLOOR PLATFORM AREA 2 FRAMING PLANS AND DETAILS WWTP Project Location 02/16/2021 MATHEW R. HIGGINS E-18106 S T A T E O F N E B R A S K A P R O F E S S I O N A L C I V I L E N G I N E E R
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800.723.8567
Long-
North
Plains
Ag Processing, Inc.Grain Elevators
ArmourL & H
Servi-Tech
ScherbarthJESCO
Park
Hastings/Adams County Landfill
and Wood Waste Facility
Hastings
CenterRegional
Brickyard
Dana
Zion LutheranChurch & School
Adams
Thermo-King
VanUPS
Central
Lincoln
Chataqua
St.
Sunmart
MallImperial
Hawthorne
School
Oswego
fellow
Watson
MuseumHastings
YMCA
Libs ParkSenior
High School
Champions
Good
Samar
itan
Village
Perkins
Duncan
ParkHarm
CourthouseAlcottSchool
Hospital
College
Heartwell Park
Crosier
Parkview
Cemetary
Mt SinaiCemetary
Ag Processing, Inc.Ethanol Plant
Cam
p-
Park
Med.
Lake H
astings
Pollution
Big G
Eaton
PepsiNebraskaCold Storage
Softball Complex
Lochland Golf Course
Hastings
DenverStation
Park
YMCA/
School
Michael's
School
Park
Field
Park
School
DiestLogistics
Great
Lincoln
CountyFair
Grounds
School
Hastings
ControlFacilities
StationFire
StationFire
Morton
Field
Hastings Municipal Airport
gro
unds
HASTINGSUTILITIES
Cover Sheet
Hastings UtilitiesPublic Power Generation Agency
Wastewater Treatment PlantWhelan Energy Center
Platform Modifications
WEC Project Location
TABLE OF CONTENTS
SHEET NO. SHEET TITLE
S001
S102S101
COVER SHEETSTRUCTURAL NOTES & DETAILS
AREA 1 FRAMING PLANS AND DETAILS
G000
PLATFORM AREA LOCATIONS
AREA NO. LOCATION
2WWTP - INFLUENT PUMP STATION1
WEC - UNIT 1, ELEV. 1918'-0"
NAME
GROUND FLOOR PLATFORMMEZZANINE FLOOR PLATFORM
AREA 2 FRAMING PLANS AND DETAILS
WWTP Project Location
02/16/2021
MATHEW R.HIGGINSE-18106
STATE OF NEBRASKA
PROF
ESSIONAL CIVIL ENGINEER
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Wharfside Drive
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Shoreside Cove
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Dockside Cove
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15th Street
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14th Street
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E Street
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D Street
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C Street
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B Street
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A Street
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Lincoln Avenue
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Southern Hills Drive
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Highway 6 / "J" Street
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Highway 281/Baltimore Avenue
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Marian Road
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Highway 6/"J" Street
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Lexington Avenue
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L Street
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M Street
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Bellevue Avenue
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Garfield Avenue
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Chicago Avenue
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Summit Avenue
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I Street
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Highway 6/"J" Street
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Hastings Avenue
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K Street
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Burlington Avenue
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5th Street
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DLD Road
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2nd Street
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Keystone Avenue
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Queen City Avenue
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Maple Avenue
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Woodland Avenue
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Highway 281/Burlington Avenue
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Centennial Avenue
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G Street
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Renae Lane
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Franklin Avenue
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Elizabeth Lane
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H Street
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D Street
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E Street
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D Street
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Sewell Avenue
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Emerson Avenue
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Lowman Avenue
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E Street
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Chicago Avenue
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Garfield Avenue
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Park
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Carter
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Lincoln Avenue
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Lexington Avenue
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Bellevue Avenue
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Hastings Avenue
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Laird Avenue
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Chestnut Avenue
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Barnes Avenue
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West Avenue
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Marian Road
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3rd Street
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Sunset Drive
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2nd Street
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Hillside Drive
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4th Street
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New York Avenue
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A Street
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Boston Avenue
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B Street
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Baltimore Avenue
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A Street
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B Street
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C Street
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Highway 281/Burlington Avenue
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Kerr Avenue
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Washington Avenue
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Jefferson Avenue
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West Lawn Avenue
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4th Street
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3rd Street
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5th Street
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2nd Street
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4th Street
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3rd Street
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5th Street
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Briggs Avenue
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1st Street
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2nd Street
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Lincoln Avenue
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Lexington Avenue
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Bellevue Avenue
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Hastings Avenue
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Elmwood Street
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Sycamore
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Glenwood Avenue
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Ridgewood
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7th Street
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Hickory
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Briarwood
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Regional Center Road
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12th Street
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Park Lane Drive
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Sycamore Avenue
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Richmond Avenue
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Park Lane Drive
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4
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Home Street
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Bateman Street
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Boyce Street
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Maplewood
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7th Street
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Bateman Street
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Boyce Street
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8th Street
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6th Street
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Glenwood Avenue
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Valley Chase Avenue
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Oakmont
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Creighton Avenue
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Richmond Avenue
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Sun Valley Drive
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Crane Avenue
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Chestnut Avenue
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Laird Avenue
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Barnes Avenue
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8th Street
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Sunset
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West
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9th Street
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Marian Road
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12th Street
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Paradise Drive
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Village Drive
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Park Lane Drive
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Brentwood Avenue
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11th Street
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9th Street
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10th Street
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Linden
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Tilden Avenue
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10th Street
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West Lawn Avenue
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Webster Avenue
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Hewitt Avenue
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8th Street
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Oswego Avenue
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Washington Avenue
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Jefferson Avenue
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6th Street
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7th Street
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Lincoln Avenue
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Lexington Avenue
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Bellevue Avenue
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Hastings Avenue
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Williams Avenue
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Saunders Avenue
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Briggs Avenue
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6th Street
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7th Street
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Baltimore Avenue
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11th Street
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9th Street
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12th Street
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11th Street
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10th Street
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9th Street
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Highway 281/Burlington Avenue
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Westchester Drive
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Sheridan Drive
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Pepperidge Drive
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32
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Regency Drive
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Indian Acres Drive
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Crane Avenue
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Laird Avenue
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Arapahoe Avenue
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Apache Avenue
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Edgewood Lane
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14th Street
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Elk Lane
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Elkridge Drive
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Westridge Drive
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Drainageway
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17th Street
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Lincoln Avenue
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Webster Avenue
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Hewitt Avenue
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Heritage Drive
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MacArthur Rd
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Place
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14th Street
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Morningside Drive
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Kings Dale
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Sheridan
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Westwood Terrace
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13th Street
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Pershing Road
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Crestmoor Drive
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Heritage Drive
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Hill Street
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Williams
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Briggs Avenue
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Lexington Avenue
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Bellevue Avenue
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Sumner Street
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18th Street
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16th Street
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Baltimore Avenue
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Imperial Drive
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Drainageway
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17th Street
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16th Street
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Saunders Avenue
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Burlington Avenue
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Hastings Avenue
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Baltimore Avenue
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North Highland Road
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26th Street
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14
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North
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Lakeview Cove
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Marian Road
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22
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Baltimore Avenue
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South Shore Drive
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26th Street
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North Shore Drive
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Wendell Drive
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Lakepark Lane
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31st Street
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Leisure Lane
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33rd Street
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42nd Street
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Osborne Drive East
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Ross Avenue
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Pine Avenue
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Davis Avenue
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Hawthorne
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Wabash Avenue
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Wayfair Drive
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Highway 6/"J" Street
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Kent Street
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Walden
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Fitzgerald Lane
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Whitman
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St. Joe Avenue
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Cooper
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Prospect Avenue
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Kingston Drive
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Showboat Boulevard
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3rd Avenue
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1st Avenue
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Elm Avenue
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2nd Avenue
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D Street
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E Street
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F Street
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G Street
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Paul Street
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H Street
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Kent Street
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Highway 6/Elm Avenue
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E Street
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D Street
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F Street
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Minnesota Avenue
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Denver Avenue
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St Joe Avenue
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Kansas Avenue
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Colorado Avenue
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4th Avenue
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South Street / Highway 6
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C Street
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A Street
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South Street
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Park Street
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C Street
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B Street
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Pine Avenue
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2nd Avenue
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Delaware Avenue
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1st Avenue
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1st Avenue
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Rhode Island
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Cedar Avenue
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California Avenue
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3rd Street
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4th Street
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5th Street
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2nd Street
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Kansas Avenue
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St Joe Avenue
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Denver Avenue
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Minnesota Avenue
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Colorado Avenue
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Pine Avenue
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2nd Avenue
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3rd Street
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4th Street
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Ash Avenue
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5th Street
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2nd Street
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Elm Avenue
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California Avenue
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Cedar Avenue
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Rhode Island
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Burlington Northern Railroad
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5th Avenue
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East Park Street
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B Street
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Highway 6 / South Street
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Cranbrook
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Maywood
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Durwood
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5th Street
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Greenhouse
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3rd Street
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3rd Avenue
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6th Avenue
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Union Pacific Railroad
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Highway 6 / South Street
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Burlington Northern Railroad
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Ash Avenue
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St Joe Avenue
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Waynoka Street
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Pleasant Street
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University Street
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Pine Avenue
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Kansas Avenue
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Denver Avenue
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East Side Boulevard
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Minnesota Avenue
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Colorado Avenue
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6th Street
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2nd Avenue
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Turner Avenue
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Waynoka Street
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University Street
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Cedar Avenue
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California Avenue
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6th Street
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7th Street
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Lakeside Drive
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Forest Boulevard
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Ringland Road
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12th Street
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9th Street
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Elm Avenue
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9th Street
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Pine Knoll Road
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Bentwood
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Avalon
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4th Avenue
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3rd Avenue
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Pleasant Street
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5th Avenue
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6th Street
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4th Avenue
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Jeffrey
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Sara Drive
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Thomas
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7th Street
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12th Street
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6th Avenue
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Ronan Drive
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12th Street
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ByPass Road/Showboat Boulevard
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14th Street
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13th Street
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Pacific Street
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McDonald Avenue
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Spruce Avenue
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Pine Avenue
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13th Street
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Turner Avenue
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Academy Avenue
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Cedar Avenue
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California Avenue
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19th Street
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Denver Avenue
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St. Joe Avenue
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16th Street
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Elm Avenue
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Union Pacific Railroad
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7th Street
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Blaine Avenue
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12th Street
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Burlington Northern Railroad
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Turner Avenue
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Osborne Drive East
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Burlington Avenue / Highway 281
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2nd Avenue
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Elm Avenue
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Osborne Drive East
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Dolphin Drive
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Burlington Avenue / Highway 281
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St Joe Avenue
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Kansas Avenue
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22nd Street
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South Shore Drive
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ByPass Road/26th Street
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By Pass Road / Showboat Boulevard
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33rd Street
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Fisherman Lane
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Outrigger Avenue
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Shore
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Drive
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Osborne Drive West
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Osborne Drive East
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Union Pacific Railroad
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39th Street
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Yost Avenue
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Blaine Avenue
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42nd Street
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No.31
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Well
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Well
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No.32
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Baltimore Avenue
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F Street
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Wendell Drive
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Lakepark Lane
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38th Street
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Cimarron
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Sunset Circle
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35th Street
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Avenue
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7th Street
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14th Street
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Rd
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East Side Boulevard
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Kansas Avenue
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Minnesota Avenue
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Colorado Avenue
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St. Joe Avenue
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Hastings Avenue
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Webster Avenue
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Hewitt Avenue
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Saunders Avenue
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Baltimore Avenue
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Highway 281/Burlington Avenue
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18th Street
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12th Street
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16th Street
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Kingston Drive
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Kingston Drive
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2nd Street
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East Side Boulevard
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Lakeridge
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Merle Ave
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Dorothy Ave
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Drive
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Baltimore Avenue
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Highway 281/Burlington Avenue
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Lochland Road East / 58th Street
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Lochland Road West / 58th Street
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Lochland Road West / 58th Street
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Columbine Avenue
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Columbine Avenue
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Showboat Boulevard
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By Pass Road / Showboat Boulevard
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Lochland Road East / 58th Street
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Madden Road
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Madden Road
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Madden Road
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Madden Crt
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Pryor Terrace
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Laurie Street
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Highland Drive
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Highland Drive
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Bard Street
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Country
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Club
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Drive
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Pintail Circle
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Quail Circle
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Mallard Way Avenue
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Pheasant Run Avenue
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Meadowlark
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Pheasant
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Circle
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Mallard
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Circle
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Quail Ridge Avenue
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Circle
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Pintail Avenue
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26th Street
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Village Drive
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Osborne Drive East
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Highway No. 281
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Highway No. 281
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42nd Street
DESIGN DATA - GENERAL NOTES
GOVERNING CODE: 2018 International Buidling Code
SPECIAL INSPECTION:
Special Inspection not required, unless as required by local building official.
DESIGN LOADS:Occupancy Category...............................................................................................................IIPlatform Live Load
design live load............................................................................................100 psfWind Loads
Site classification.......................................................................................................DImportance factor (Ie)...........................................................................................1.00Seismic use group.....................................................................................................IISeismic design category..........................................................A (per local building code)
SINGLE PLATE SHEARCONNECTIONSEE TYPICAL BEAMCONNECTION DETAIL
Scale:2 Typical Moment ConnectionNo Scale
30°
Structural Steel
1. Structural steel shall be fabricated and erected in conformance with "AISC Specification for Design, Fabrication, and Erection of Structural Steel For Buildings".2. Shop paint structural steel with fabricator's standard lead and chromate free, non-asphaltic, rust inhibiting primer, unless noted otherwise. All exterior exposed steel shall be galvanized.3. All connections shall be designed by the supplier based upon maximum beam reactions unless noted otherwise on the drawings.4. All bolted connections shall be high strength ASTM A325 bolts. Bolts shall be installed per the requirements of RCSC's "Specification For Structural Joints Using ASTM A325 or A490 Bolts".5. Comply with American Welding Society standards. ALL welders shall have valid certificates and have current experience in the types of welds called for.6. Submit shop drawings to the STRUCTURAL ENGINEER for approval.
1. Aluminum channels, plates, tubes, angles, and bolts are to be in accordance with ASTM 6061-T62. All electrodes are to be ER 5356 series.3. Field tighten high-strength bolts in accordance with RCSC's "Specification For Structural Joints
Using High-Strength Bolts".4. No holes are allowed in beams or columns unless specifically noted or detailed in structural
drawings.5. Submit shop drawings to the STRUCTURAL ENGINEER for approval.
Scale:7 Alternatel Beam to Brace ConnectionNo Scale
EX. 4" ALUMINUM CHANNELPLATFORM NOT TO BE SUPPORTED
BY NEW PLATFORM FRAMING
EX. 3/8"Ø HANGINGROD SUPPORT
EX. STAIR OPENING
10"
T.O. EX. PLATFORMELEV. = 8'-11"
C8x11.5 PLATFORM SUPPORTFRAMING, TYP. @ NEW PLATFORM
T.O. PLATFORM GRATINGELEV. = 8'-6"
6"x9"x3/4" BASE PLATE,SEE DETAIL 4/S101
RAINBOW LOFTY TELESCOPING LADDER, ORAPPROVED EQUAL. ATTACH TO PERIMETER FRAMINGPER MANUFACTURER'S RECOMMENDATIONS.INSTALL FABENCO TYPE A SERIES SAFETY GATE(OR APPROVED EQUAL) AT LADDER.
1 1/2" Ø PIPE HANDRAIL. SEE DETAILS3/S001 AND 5/S001 FOR HANDRAILCOMPONENTS.
S1012
1'-2
"
4"
1'-3
"
5'-7
"
EX. 4" ALUMINUM CHANNELPLATFORM TO BE SUPPORTED
BY NEW PLATFORM FRAMING
NOTES:1. ALL NEW FRAMING SHALL BE ALUMINUM FOR THIS PLATFORM.2. FLOOR GRATING TO BE CONSTRUCTED W/ 19-S-4, 1 1/2" X 3/16" ALUMINUM GRATING, BANDED.
GRATING SHALL BE TRU-WELD OR EQUIVALENT. USE STANDARD GRATING FASTENERS TOCONNECT WITH ALUMINUM STRUCTURE.
3. EX. FIN. FLOOR = 0'-0".4. THE TOP OF ALUMINUM (T.O.A.) ELEVATION OF ALL ALUMINUM BEAMS SHALL BE 8'-6" UNLESS
NOTED BY A PLUS (+) OR MINUS (-) WHICH INDICATES DISTANCE ABOVE OR BELOW 8'-6".5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS.6. CONTRACTOR SHALL ADD NEW ALUMINUM HANDRAIL/TOE PLATE AS INDICATED. PAINT ALL
HANDRAIL COMPONENTS YELLOW.7. ALL NEW BEAM ATTACHMENTS SHALL BE BOLTED PER DETAILS ON SHEET S001 UNLESS
NOTED OTHERWISE8. ALL BOLTS AND NUTS ARE TO BE ALUMINUM.9. MODIFY EXISTING HANDRAIL AS NEEDED.10. REMOVAL AND RELOCATION OF EXISTING EQUIPMENT BY OWNER.
L 3x3x1/4" ANGLE BRACE. SEEDETAILS 6/S001 AND 7/S001FOR END CONNECTION
W8x21 BEAM TO BE CENTERED ATEDGE OF EX. PLATFORM FRAMING
C8x11.5 PLATFORM SUPPORTFRAMING, TYP. @ NEW PLATFORM
RAINBOW LOFTY TELESCOPINGLADDER, OR APPROVED EQUAL.ATTACH TO PERIMETER FRAMINGPER MANUFACTURER'SRECOMMENDATIONS
LADDER INSTORAGE POSITION
SEE DETAIL 1/S001FOR TYPICAL ENDCONNECTIONS
EX. METALGRATE STAIR
EX. 8"CONCRETEFLOOR SLAB
1 1/2" x 3/16" 19-S-4BAR GRATING
EX. 10"CONCRETE WALL
6"x9"x3/4" BASE PLATE,SEE DETAIL 4/S101
6"
HSS 4x4x1/4"COLUMN, TYP.
1/4" COLUMNCAP, TYP.
PIPE HANDRAIL REQUIRED THIS SIDEOF PLATFORM. INSTALL SAFETY GATEAT LADDER. SEE DETAILS 3/S001 AND5/S001 FOR HANDRAIL COMPONENTS.
1'-3
"
L 7x4x1/4" x 6" BENT PLATE BRACKET EA. SIDE OFCOLUMN, (2) 1/2"Ø THROUGH BOLTS TO COLUMN, 1 1/2"FROM ENDS OF BRACKET (G.C. OPTION: FIELD FILLETWELD LONG LEG OF BRACKET TO COLUMN.) ATTACHSHORT LEG OF BRACKET TO WALL W/ 1/2"Ø DRILL &EPOXY ANCHOR BOLT (6" EMBEDMENT). GROUT CMUCELLS SOLID AT BOLT LOCATION AND 16" BELOW.
EX. 4" ALUMINUM CHANNELPLATFORM TO BE SUPPORTEDBY NEW FRAMING
EX. FINISH FLOORELEV. = 0'-0"
G.C. OPTION: REPLACE FIELD BOLTING OFPLATFORMS WITH 1/4" FIELD FILLET WELD EX.PLATFORM FRAMING TO NEW PLATFORM. AT
PERPENDICULAR INTERSECTIONS, WELDEXISTING TO NEW PLATFORM FULL LENGTH OFOVERLAP. AT PARALLEL INTERSECTIONS, USE
4" WELDS SPACED AT 12" O.C. FOR FULLLENGTH OF OVERLAP. (TYP. @ ALL LOCATIONS)
TRIM EX. 3/8" ROD SUPPORTS AND REATTACH TO TOP FLANGEOF EXISTING CHANNEL. ATTACH EXISTING CHANNEL TO NEW
FRAMING W/ 3/8"Ø THROUGH BOLTS IN EXISTING HOLES. IFEXISTING HOLES ARE NOT ACCESSIBLE, USE 3" OFFSET FROM
EXISTING BOLT LOCATIONS AND FIELD DRILL NEW HOLESINTO EXISTING FRAMING. ALL NEW FRAMING IS TO BE PLACED
TIGHT AGAINST EXISTING FRAMING, TYP. AT ALL HANGINGROD LOCATIONS. ALL TEMPORARY SHORING OF THE EXISTING
PLATFORMS IS THE RESPONSIBILITY OF THE CONTRACTOR.
MODIFY AND REMOVE EXISTINGHANDRAIL AND TOE KICK AS NEEDED TO
CREATE NEW PLATFORM ENTRANCE.
2'-10"
NOTES:1. ALL NEW FRAMING SHALL BE STRUCTURAL STEEL ON THIS PLATFORM.2. FLOOR GRATING TO BE CONSTRUCTED W/ 19-W-4, 1 1/2" X 3/16" CARBON STEEL GRATING - PAINTED
BLACK AND BANDED. GRATING SHALL BE TRU-WELD OR EQUIVALENT. MATCH EXISTINGCONNECTIONS. USE STANDARD GRATING FASTENERS TO CONNECT WITH STEEL STRUCTURE.
3. EX. FIN. FLOOR = 1918'-0".4. THE TOP OF STEEL (T.O.S.) ELEVATION OF ALL STEEL BEAMS SHALL BE 1917'-6" UNLESS NOTED BY A
PLUS (+) OR MINUS (-) WHICH INDICATES DISTANCE ABOVE OR BELOW 1917'-6".5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS.6. CONTRACTOR SHALL ADJUST/REUSE EXISTING HANDRAIL AND TOE PLATE AS REQUIRED FOR THE NEW ENTRANCE TO THE PLATFORM. ADD NEW HANDRAIL/TOE PLATE AS REQUIRED.
MATCH EXISTING CONSTRUCTION AND CONNECTIONS. PAINT ALL HANDRAIL COMPONENTS YELLOW.7. EXISTING HANDRAIL BASE CONNECTION IS WELDED. ALL NEW BASE ATTACHMENTS SHALL BE
BOLTED OR WELDED PER DETAILS ON SHEET S001. IF BOLTED CONNECTION IS USED FOR HANDRAILBASE ATTACHMENT, SHOP LOCATE AND DRILL NEW HOLES THROUGH BEAM FLANGE AS REQUIRED.IF WELDED CONNECTION IS USED FOR HANDRAIL BASE ATTACHMENT
8. ALL STEEL IS TO BE SHOP PRIMED AND PAINTED TO MATCH EXISTING.9. ALL BOLTS AND NUTS ARE TO BE GALVANIZED.10. FIELD MODIFY HANDRAIL AS NEEDED.
6'-0
"6'
-0"
6'-0
"6'
-0"
ADD L 4x4x1/4 ANGLE FRAMINGAS NEEDED AROUND OPENINGS
IN GRATING FOR EX. UTILITIES.
ADD L 4x4x1/4 ANGLE FRAMINGAS NEEDED AROUND OPENINGSIN GRATING FOR EX. UTILITIES.
2'-10"
3'-6
"
2'-4"5'-8"
4"
3"
EX. MECHANICALPIPING
1 1/2"Ø PIPE HANDRAIL,SEE DETAIL 5/S001
SEE DETAILS 3&4/S001FOR HANDRAIL BASEATTACHMENT
STRUCTURALFRAMING, SEE PLAN
L 4x4x1/4" ANGLE BRACEFRAMING, SEE DETAIL 6/S001FOR END CONNECTIONS
1 1/2"x 3/16" 19-W-4STEEL BAR GRATING
FACE OF EX.MECHANICAL UNIT
T.O. PLATFORM FRAMINGELEV. = 1917'-6"
T.O. EX. PIPESELEV. = 1920'-2" +/-
1/4 4@12
1/4 4@12NEW 1 1/2"x 3/16" 19-W-4
STEEL BAR GRATING
NEW STEEL BEAM
EX. STEEL BEAM
1/4" x 4" STEEL KICKPLATE FULL WIDTHOF PLATFORM
T.O. EX. FRAMINGELEV. = 1917'-10 1/2"
T.O. PLATFORM FRAMINGELEV. = 1917'-6"
SEE DETAIL 1/S001FOR CONNECTIONREQUIREMENTS
EX. 1 1/2" BARGRATING TO REMAIN
NEW HSS 3x1 1/2"x 1/4" STEP. TUBE TOBE FULL LENGTH OF PLATFORMENTRANCE. REMOVE EX. HANDRAIL ANDTOE PLATE AS NEEDED. PAINT YELLOW