W911SA20B2014 Attachment 3 Drawings.pdf

PDF 6 MB Posted May 4, 2020

Attached to: Replace Concrete Inspection Ramps B3051 Fort McCoy, WI
Solicitation number: W911SA20B2014
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort McCoy

About this file

Written by GovTribe AI · Dec 28, 2023

This package includes construction drawings and specifications for a project to replace concrete inspection ramps at Building 3051 at Fort McCoy, Wisconsin. The project involves demolishing existing ramps and platforms and constructing new reinforced concrete ramps and platforms to meet accessibility requirements, along with associated site work including grading, drainage, and pavement. The specifications identify design loads, materials requirements, and construction methods for concrete, reinforcing steel, and foundations. Relevant details are provided on the architectural, civil, demolition, and structural drawings. The solicitation number and opportunity details provided indicate this package is related to a competitive procurement by the Department of the Army for a contractor to perform the work.

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Other files

File	Type	Posted
MDM Screen Capture.JPG	JPG image	Jun 9, 2020
W4 Construction Group Screen Capture.JPG	JPG image	Jun 9, 2020
W911SA20B2014 Bid Abstract.pdf	PDF	Jun 9, 2020
Broadway Screen Capture.JPG	JPG image	Jun 9, 2020
Khotol Screen Capture.JPG	JPG image	Jun 9, 2020
Signature Renovations Screen Capture.JPG	JPG image	Jun 9, 2020
W911SA20B2014 Solicitation Amendment 0001.pdf	PDF	Jun 1, 2020
W911SA20B2014 Site Visit Sign in Sheet.pdf	PDF	May 14, 2020
W911SA20B2014 Attachment 1 AT OPSEC.pdf	PDF	May 4, 2020
W911SA20B2014 Attachment 4 Wage Determination.docx	DOCX document	May 4, 2020
W911SA20B2014 Attachment 2 Specifications.pdf	PDF	May 4, 2020
W911SA20B2014 Attachment 5 SF24.pdf	PDF	May 4, 2020
W911SA20B2014 Solicitation.pdf	PDF	May 4, 2020

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FORT MCCOY, WI

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Fort McCoy, Wisconsin

GENERAL NOTES:

1. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL PERMITS, LICENSES AND

CERTIFICATIONS NEEDED TO PERFORM THE WORK AT THE CONTRACTOR'S

EXPENSE.

2. ALL EQUIPMENT INSTALLATIONS MUST BE IN ACCORDANCE WITH THE

MANUFACTURER'S PUBLISHED DATA AND RECOMMENDATIONS.

3. CONTRACTOR MUST PERFORM ALL WORK IN ACCORDANCE WITH THE MOST

RECENT EDITION OF EM 385-1-1 SAFETY AND HEALTH REQUIREMENTS MANUAL

(2014 EDITION)

4. CONTRACTOR SHALL OBTAIN SPECIFIC UTILITY REQUIREMENTS FOR EACH

UTILITY. EACH UTILITY MAY REQUIRE ADDITIONAL ADVANCE NOTIFICATION.

5. CONTRACTOR IS RESPONSIBLE TO OBTAIN UTILITY LOCATES PRIOR TO THE

START OF EXCAVATION OPERATIONS AND MAINTAIN UTILITY MARKINGS DURING

CONSTRUCTION.

6. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL EXISTING UTILITIES.

CONTRACTOR IS RESPONSIBLE TO VERIFY ALL EXISTING SITE CONDITIONS.

GOVERNMENT INFORMATION, DATA AND DRAWINGS ARE FOR REFERENCE ONLY,

NOT FOR CONSTRUCTION, AND DO NOT CONTAIN ALL EXISTING UTILITIES AND

SITE CONDITIONS. CONTRACTOR MUST NOT REPLY UPON GOVERNMENT

INFORMATION, DATA AND DRAWINGS AS SUBSTITUTE FOR CONTRACTOR

VERIFICATION.

7. SCALES SHOWN APPLY ONLY WHEN DRAWINGS ARE PRINTED ON 22" X 34"

PAPER. SCALES ARE HALF SIZED WHEN PRINTED ON 11" X 17" PAPER.

8. ALL MATERIALS, LABOR, EQUIPMENT AND WORK MUST BE IN ACCORDANCE WITH

SPECIFICATIONS, STANDARDIZED CONSTRUCTION METHODS AND PRACTICES,

MANUFACTURER'S PUBLISHED DATA AND RECOMMENDATIONS, AND ALL

FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, STATUES, AND CODES.

9. THE CONTRACTOR MUST PROVIDE WRITTEN NOTIFICATION TO COR WITHIN

THREE DAYS OF DISCOVERING DISCREPANCIES BETWEEN EXISTING SITE

CONDITIONS, DRAWINGS, SPECIFICATIONS, AND CONTRACT DOCUMENTS. THE

CONTRACTOR MUST PROVIDE A WRITTEN REQUEST FOR CLARIFICATION TO

ADDRESS EACH DISCREPANCY.

10. THE GOVERNMENT IS NOT RESPONSIBLE FOR THE CONTRACTOR'S CONSTRUCTION

PRACTICES, MEANS AND METHODS. THE CONTRACTOR MUST PROVIDE A WRITTEN

REQUEST TO COR A MINIMUM OF SEVEN CALENDAR DAYS PRIOR TO THE START OF

CONSTRUCTION FOR APPROVAL OF ANY DEVIATIONS FROM STANDARDIZED

CONSTRUCTION PRACTICES, MEANS AND METHODS WHETHER STATED OR IMPLIED ON

DRAWINGS AND IN SPECIFICATIONS.

11. MECHANICAL AND ELECTRICAL PLANS ARE DIAGRAMMATIC ONLY. CROSS-REFERENCE

ARCHITECTURAL DRAWINGS WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL

DRAWINGS TO ASSURE COORDINATION OF LOCATIONS, SIZES, AND MATERIALS.

12. VERIFY LOCATION, SIZE AND WALL THICKNESS REQUIRED TO RECESS MECHANICAL AND

ELECTRICAL ITEMS AND MAINTAIN FIRE RATING REQUIREMENTS OF THE WALL AT THESE

BUILT-INS: UNIT HEATERS, CONVECTORS, ELECTRICAL PANELS, FIRE EXTINGUISHER

CABINETS, DUCTS, PIPING, AND ALL OTHER RECESSES.

13. WOOD USED AT ROOF AREAS AND ROOF EDGES SHALL BE WEATHER-TREATED - UNO.

14. MAINTAIN BUILDING FIRE EXITS DURING CONSTRUCTION.

15. EQUIPMENT, MATERIALS AND MANUFACTURERS LISTED IN THESE DRAWINGS MAY BE

SUBSTITUTED FOR EQUAL PRODUCTS IN COMPLIANCE WITH SPECIFICATIONS AND

FEDERAL PURCHASING REQUIREMENTS.

REPLACE INSPECTION

RAMPS BUILDING 3051

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SHEET INDEX TABLE

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EXISTING SITE TOPO

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CIVIL SITE REMOVALS

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EROSION CONTROL AND CONSTRUCTION FENCING

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ARCHITECTURAL PLAN AND ELEVATIONS

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GRADING AND CONCRETE PAVEMENT PLAN

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DETAILS 1

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DEMOLITION PLAN AND ELEVATIONS

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DEMOLITION PLAN AND POWER PLAN

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ELECTRICAL SYMBOLS ABBREVIATIONS AND NOTES

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GENERAL STRUCTURAL NOTES

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FOUNDATION PLAN

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STEEL PLATFORM FRAMING PLAN

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EXISTING SITE TOPO

NOTES

A. ANY UTILITIES AND STRUCTURES SHOWN ON PLAN

DRAWINGS ARE APPROXIMATE IN LOCATION AND

DESCRIPTION AND ARE BASED ON RECORDS AVAILABLE

TO THE GOVERNMENT OR ON SURFACE FEATURES

INDICATING THEIR EXISTENCE. THERE MAY BE OTHER

UTILITIES WITHIN THE PROJECT AREA WHICH ARE NOT

SHOWN. THE LACK OF UTILITIES ON PLAN DRAWINGS IS

NOT AN INDICATION OF A UTILITY-FREE PROJECT SITE.

B. NOTIFY ALL AFFECTED UTILITY COMPANIES OF

CONSTRUCTION OPERATIONS AT LEAST THREE

WORKING DAYS BEFORE BEGINNING WORK NEAR THEIR

FACILITIES. DO NOT BEGIN EXCAVATION WORK UNTIL

UNDERGROUND UTILITY LOCATIONS HAVE BEEN

MARKED OR THE UTILITY COMPANY HAS SENT NOTICE

THAT THE AREA IS CLEAR.

C. SCALES SHOWN ONLY APPLY WHEN THESE

DRAWINGS ARE PRINTED ON 22" X 34" PAPER. WRITTEN

SCALES ARE DOUBLED WHEN PRINTED ON 11" X 17"

PAPER. BAR SCALES SHOW CORRECTLY REGARDLESS

OF PLOT SIZE.

D. EXISTING SITE SURVEY TOPO PROVIDED BY

ANDERSON, 13605 1ST AVE. N., SUITE 100, PLYMOUTH,

MN 55441

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HHC

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CONCRETE WALK

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15" RCP

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18" RCP

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18" RCP

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24" RCP

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RIM=888.1

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N.INV.=885.3

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INV.=884.3

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RIM=888.7

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INV.=884.7

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INV.=884.4

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CONCRETE RAMP

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CONCRETE RAMP

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CONCRETE PLATFORM

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CONCRETE RAMP

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CONCRETE RAMP

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EDGE OF BITUMINOUS

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EDGE OF BITUMINOUS

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EDGE OF BITUMINOUS

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SETN

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CONTROL POINT TABLE

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POINT

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ELEVATION

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NORTHING

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EASTING

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DESCRIPTION

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SETN

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SETN

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POWER POLE

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ELECTRIC BOX

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HYDRANT

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AIR CONDITIONER

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LEGEND

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ELECTRIC METER

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GAS METER

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ROOF DRAIN

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WATER VALVE

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COMMUNICATION JUNCTION BOX

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CATCH BASIN

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POWER POLE ANCHOR

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HHC

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HANDHOLE COMMUNICATIONS

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OVERHEAD WIRES

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OHW

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WATER MAIN

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FENCE

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GAS

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COMMUNICATION

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COMM

AutoCAD SHX Text The horizontal datum and bearings are based on the Monroe County Coordinate System NAD83 (2011).

AutoCAD SHX Text The vertical datum is NAVD 88. The site bench mark is the top nut of hydrant (depicted hereon). Elevation = 891.26 feet.

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NOTES:

AutoCAD SHX Text The location and extent of underground utilities, if shown, are based upon existing drawings provided by the utility companies, above ground evidence and Diggers Hotline Ticket 20193823672. There is no guarantee as to the accuracy or the completeness of this information. The size and location should be considered approximate. Additional underground utilities may be present. Verification of the existence and location of all utilities should be obtained from the utility owners prior to any planning or design. In accordance with Wisconsin Statute, the location of utilities shall be confirmed prior to any demolition or construction.

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EXISTING SITE TOPO

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REPLACE INSPECTION

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RAMPS BUILDING 3051

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SCALE IN FEET

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2171 SOUTH 8TH AVE.

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FORT MC COY, WI 54656

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DIRECTORATE OF PUBLIC WORKS

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MOD #

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EXISTING CONCRETE FOOTINGS, (TYP.) (20 TOTAL)

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DETAILS 1

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SEH

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REPLACE INSPECTION

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RAMPS BUILDING 3051

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2171 SOUTH 8TH AVE.

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FORT MC COY, WI 54656

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DIRECTORATE OF PUBLIC WORKS

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1%%% NORMAL SEE GRADING PLAN

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9" THICK CONCRETE PAVEMENT TIED AND DOWELED *

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6" THICK GRANULAR SUBBASE

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9" THICK CONCRETE PAVEMENT DETAIL

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NO SCALE

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FLOW DIRECTION

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TRENCH DETAIL

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FLOW DIRECTION

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EXCESS FABRIC

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GEOTEXTILE FABRIC

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10' MAX. SPACING

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3" MAX. FOLD

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FLOW

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WOOD OR STEEL POSTS 4'-0" MINIMUM LENGTH 2'-0" MINIMUM DEPTH IN THE GROUND

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GEOTEXTILE FABRIC WITH ALTERNATE SUPPORT MEMBERS

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BACKFILL AND COMPACT TRENCH WITH EXCAVATED SOIL

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WIRE OR NYLON CORD WITH STAPLES OR RINGS AT SEAMS

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SILT FENCE

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NO SCALE

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AND REPAIRS MADE AS NEEDED.

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INSPECTED AFTER EACH RAIN

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THE STRUCTURE SHALL BE

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INLET OR MANHOLE

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STAKES

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SILT FENCE

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BURIED SILT FENCE

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EX. GROUND

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INLET PROTECTION

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SEE GRADING PLAN

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4" THICK CONCRETE SIDEWALK

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4" THICK CONCRETE SIDEWALK DETAIL

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#4 REBAR 18" 0.C. EACH WAY

* SEE STRUCTURAL PLANS FOR CONCRETE SEE STRUCTURAL PLANS FOR CONCRETE REINFORCED APPROACH SLABS LOCATED AT BEGINNING AND ENDING OF CONCRETE RAMPS. ALSO SEE GRADING PLAN FOR LOCATIONS.

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2171 SOUTH 8TH AVE.

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FORT MC COY, WI 54656

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DIRECTORATE OF PUBLIC WORKS

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CONCRETE PAVEMENT LONGITUDINAL JOIINTS AND TIES

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FORT MC COY, WI 54656

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DIRECTORATE OF PUBLIC WORKS

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DOWELED CONCRETE PAVEMENT

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NO SCALE

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CIVIL SITE REMOVALS

NOTES

A. ANY UTILITIES AND STRUCTURES SHOWN ON PLAN

DRAWINGS ARE APPROXIMATE IN LOCATION AND

DESCRIPTION AND ARE BASED ON RECORDS AVAILABLE

TO THE GOVERNMENT OR ON SURFACE FEATURES

INDICATING THEIR EXISTENCE. THERE MAY BE OTHER

UTILITIES WITHIN THE PROJECT AREA WHICH ARE NOT

SHOWN. THE LACK OF UTILITIES ON PLAN DRAWINGS IS

NOT AN INDICATION OF A UTILITY-FREE PROJECT SITE.

B. NOTIFY ALL AFFECTED UTILITY COMPANIES OF

CONSTRUCTION OPERATIONS AT LEAST THREE

WORKING DAYS BEFORE BEGINNING WORK NEAR THEIR

FACILITIES. DO NOT BEGIN EXCAVATION WORK UNTIL

UNDERGROUND UTILITY LOCATIONS HAVE BEEN

MARKED OR THE UTILITY COMPANY HAS SENT NOTICE

THAT THE AREA IS CLEAR.

C. SCALES SHOWN ONLY APPLY WHEN THESE

DRAWINGS ARE PRINTED ON 22" X 34" PAPER. WRITTEN

SCALES ARE DOUBLED WHEN PRINTED ON 11" X 17"

PAPER. BAR SCALES SHOW CORRECTLY REGARDLESS

OF PLOT SIZE.

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HHC

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CONCRETE WALK

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15" RCP

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18" RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

RIM=888.1

AutoCAD SHX Text

N.INV.=885.3

AutoCAD SHX Text

INV.=884.3

AutoCAD SHX Text

RIM=888.7

AutoCAD SHX Text

INV.=884.7

AutoCAD SHX Text

INV.=884.4

AutoCAD SHX Text

CONCRETE RAMP

AutoCAD SHX Text

CONCRETE RAMP

AutoCAD SHX Text

CONCRETE RAMP

AutoCAD SHX Text

CONCRETE PLATFORM

AutoCAD SHX Text

CONCRETE RAMP

AutoCAD SHX Text

CONCRETE RAMP

AutoCAD SHX Text 16.2

AutoCAD SHX Text 8.3

AutoCAD SHX Text 16.3

AutoCAD SHX Text 8.3

AutoCAD SHX Text

EDGE OF BITUMINOUS

AutoCAD SHX Text

EDGE OF BITUMINOUS

AutoCAD SHX Text

EDGE OF BITUMINOUS

AutoCAD SHX Text B I T U M I N O U S

AutoCAD SHX Text

EDGE OF BITUMINOUS

AutoCAD SHX Text 888.2

AutoCAD SHX Text 888.5

AutoCAD SHX Text 888.9

AutoCAD SHX Text 889.3

AutoCAD SHX Text 889.6

AutoCAD SHX Text 889.2

AutoCAD SHX Text 888.3

AutoCAD SHX Text 888.6

AutoCAD SHX Text 888.7

AutoCAD SHX Text 888.6

AutoCAD SHX Text 889.3

AutoCAD SHX Text 889.6

AutoCAD SHX Text 888.9

AutoCAD SHX Text 889.5

AutoCAD SHX Text 889.4

AutoCAD SHX Text 889.3

AutoCAD SHX Text 888.7

AutoCAD SHX Text 888.3

AutoCAD SHX Text 888.6

AutoCAD SHX Text 888.5

AutoCAD SHX Text 888.4

AutoCAD SHX Text 888.1

AutoCAD SHX Text 888.4

AutoCAD SHX Text 889.7

AutoCAD SHX Text 889.6

AutoCAD SHX Text 889.5

AutoCAD SHX Text 889.7

AutoCAD SHX Text 888.8

AutoCAD SHX Text 888.9

AutoCAD SHX Text 889.4

AutoCAD SHX Text

CIVIL SITE REMOVALS

AutoCAD SHX Text

SEH

AutoCAD SHX Text

DMC

AutoCAD SHX Text 02/28/2020

AutoCAD SHX Text 27/02/2020

AutoCAD SHX Text

REPLACE INSPECTION

AutoCAD SHX Text

RAMPS BUILDING 3051

AutoCAD SHX Text

JSN

AutoCAD SHX Text

GMI

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text FORT McCOY

AutoCAD SHX Text

2171 SOUTH 8TH AVE.

AutoCAD SHX Text

FORT MC COY, WI 54656

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text Dwn by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Date:

AutoCAD SHX Text Ckd by:

AutoCAD SHX Text Submitted by:

AutoCAD SHX Text Work Order No

AutoCAD SHX Text Project Number

AutoCAD SHX Text Plot date:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

MOD REQUEST # - DESCRIPTION

AutoCAD SHX Text

MOD #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DPW FORT MCCOY, WI

AutoCAD SHX Text SHEET of

AutoCAD SHX Text

DPW

AutoCAD SHX Text Rev.

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text SAWCUT & REMOVE ALL EXISTING CONCRETE SLABS ON GRADE, CONCRETE RAMPS, AND CONCRETE PIERS, WITHIN HATCHED AREA. SEE STRUCTURAL PLANS, ARCHITECTURAL PLANS, DEMOLITION PLANS AND OTHER PLAN SHEETS FOR ADDITIONAL REMOVAL ITEMS AND REMOVAL INFORMATION.

EXISTING CONCRETE FOOTINGS, (20 TOTAL), EXISTING FOOTINGS AND VERTICAL REBAR TO REMAIN IN PLACE. CARE SHALL BE TAKEN DURING REMOVAL OF CONCRETE PIERS SO AS NOT TO DAMAGE EXISTING FOOTINGS AND VERTICAL REBAR, WHICH WILL BE REUSED. SEE STRUCTURAL PLANS FOR ADDITIONAL INFORMATION. (TYPICAL)

C1.5

EROSION CONTROL AND CONSTRUCTION FENCING

NOTES

A. ANY UTILITIES AND STRUCTURES SHOWN ON PLAN

DRAWINGS ARE APPROXIMATE IN LOCATION AND

DESCRIPTION AND ARE BASED ON RECORDS AVAILABLE

TO THE GOVERNMENT OR ON SURFACE FEATURES

INDICATING THEIR EXISTENCE. THERE MAY BE OTHER

UTILITIES WITHIN THE PROJECT AREA WHICH ARE NOT

SHOWN. THE LACK OF UTILITIES ON PLAN DRAWINGS IS

NOT AN INDICATION OF A UTILITY-FREE PROJECT SITE.

B. NOTIFY ALL AFFECTED UTILITY COMPANIES OF

CONSTRUCTION OPERATIONS AT LEAST THREE

WORKING DAYS BEFORE BEGINNING WORK NEAR THEIR

FACILITIES. DO NOT BEGIN EXCAVATION WORK UNTIL

UNDERGROUND UTILITY LOCATIONS HAVE BEEN

MARKED OR THE UTILITY COMPANY HAS SENT NOTICE

THAT THE AREA IS CLEAR.

C. SCALES SHOWN ONLY APPLY WHEN THESE

DRAWINGS ARE PRINTED ON 22" X 34" PAPER. WRITTEN

SCALES ARE DOUBLED WHEN PRINTED ON 11" X 17"

PAPER. BAR SCALES SHOW CORRECTLY REGARDLESS

OF PLOT SIZE.

AutoCAD SHX Text

HHC

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

RIM=888.1

AutoCAD SHX Text

N.INV.=885.3

AutoCAD SHX Text

INV.=884.3

AutoCAD SHX Text

RIM=888.7

AutoCAD SHX Text

INV.=884.7

AutoCAD SHX Text

INV.=884.4

AutoCAD SHX Text

CONCRETE RAMP

AutoCAD SHX Text

CONCRETE RAMP

AutoCAD SHX Text

CONCRETE RAMP

AutoCAD SHX Text

CONCRETE PLATFORM

AutoCAD SHX Text

CONCRETE RAMP

AutoCAD SHX Text

CONCRETE RAMP

AutoCAD SHX Text 16.2

AutoCAD SHX Text 8.3

AutoCAD SHX Text 16.3

AutoCAD SHX Text 8.3

AutoCAD SHX Text

EDGE OF BITUMINOUS

AutoCAD SHX Text

EDGE OF BITUMINOUS

AutoCAD SHX Text

EDGE OF BITUMINOUS

AutoCAD SHX Text B I T U M I N O U S

AutoCAD SHX Text

EDGE OF BITUMINOUS

AutoCAD SHX Text 888.2

AutoCAD SHX Text 888.5

AutoCAD SHX Text 888.9

AutoCAD SHX Text 889.3

AutoCAD SHX Text 889.6

AutoCAD SHX Text 889.2

AutoCAD SHX Text 888.3

AutoCAD SHX Text 888.6

AutoCAD SHX Text 888.7

AutoCAD SHX Text 888.6

AutoCAD SHX Text 889.3

AutoCAD SHX Text 889.6

AutoCAD SHX Text 888.9

AutoCAD SHX Text 889.5

AutoCAD SHX Text 889.4

AutoCAD SHX Text 889.3

AutoCAD SHX Text 888.7

AutoCAD SHX Text 888.3

AutoCAD SHX Text 888.6

AutoCAD SHX Text 888.5

AutoCAD SHX Text 888.4

AutoCAD SHX Text 888.1

AutoCAD SHX Text 888.4

AutoCAD SHX Text 889.7

AutoCAD SHX Text 889.6

AutoCAD SHX Text 889.5

AutoCAD SHX Text 889.7

AutoCAD SHX Text 888.8

AutoCAD SHX Text 888.9

AutoCAD SHX Text 889.4

AutoCAD SHX Text

CONSTRUCTION FENCING

AutoCAD SHX Text

SEH

AutoCAD SHX Text

DMC

AutoCAD SHX Text 02/28/2020

AutoCAD SHX Text

AutoCAD SHX Text 27/02/2020

AutoCAD SHX Text

REPLACE INSPECTION

AutoCAD SHX Text

RAMPS BUILDING 3051

AutoCAD SHX Text

JSN

AutoCAD SHX Text

EROSION CONTROL AND

AutoCAD SHX Text

GMI

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text FORT McCOY

AutoCAD SHX Text

2171 SOUTH 8TH AVE.

AutoCAD SHX Text

FORT MC COY, WI 54656

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text Dwn by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Date:

AutoCAD SHX Text Ckd by:

AutoCAD SHX Text Submitted by:

AutoCAD SHX Text Work Order No

AutoCAD SHX Text Project Number

AutoCAD SHX Text Plot date:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

MOD REQUEST # - DESCRIPTION

AutoCAD SHX Text

MOD #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DPW FORT MCCOY, WI

AutoCAD SHX Text SHEET of

AutoCAD SHX Text

DPW

AutoCAD SHX Text Rev.

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text PROVIDE CONSTRUCTION FENCING AND 20-FOOT WIDE ENTRANCE GATE MIN. 6 FEET HIGH6 FEET HIGH

AutoCAD SHX Text PROVIDE INLET PROTECTION (CLEAN INLET PRTECTION AS NEEDED IN ORDER TO PREVENT CLOGGING)

AutoCAD SHX Text PROVIDE INLET PROTECTION (CLEAN INLET PROTECTION AS NEEDED IN ORDER TO PREVENT CLOGGING)

SILT FENCE

C1.6

Horz Scale: 1:20

GRADING AND CONCRETE PAVEMENT PLAN

NOTES

A. ANY UTILITIES AND STRUCTURES SHOWN ON PLAN

DRAWINGS ARE APPROXIMATE IN LOCATION AND

DESCRIPTION AND ARE BASED ON RECORDS AVAILABLE

TO THE GOVERNMENT OR ON SURFACE FEATURES

INDICATING THEIR EXISTENCE. THERE MAY BE OTHER

UTILITIES WITHIN THE PROJECT AREA WHICH ARE NOT

SHOWN. THE LACK OF UTILITIES ON PLAN DRAWINGS IS

NOT AN INDICATION OF A UTILITY-FREE PROJECT SITE.

B. NOTIFY ALL AFFECTED UTILITY COMPANIES OF

CONSTRUCTION OPERATIONS AT LEAST THREE

WORKING DAYS BEFORE BEGINNING WORK NEAR THEIR

FACILITIES. DO NOT BEGIN EXCAVATION WORK UNTIL

UNDERGROUND UTILITY LOCATIONS HAVE BEEN

MARKED OR THE UTILITY COMPANY HAS SENT NOTICE

THAT THE AREA IS CLEAR.

C. SCALES SHOWN ONLY APPLY WHEN THESE

DRAWINGS ARE PRINTED ON 22" X 34" PAPER. WRITTEN

SCALES ARE DOUBLED WHEN PRINTED ON 11" X 17"

PAPER. BAR SCALES SHOW CORRECTLY REGARDLESS

OF PLOT SIZE.

D. SEE JOINT DETAILS FOR DOWEL AND TIE BAR

LOCATIONS AND INSTALLATION. WHERE TIE BARS ARE

ADJACENT TO EXISTING CONCRETE PAVEMENT, THEY

SHALL BE DRILLED INTO EXISTING CONCRETE

PAVEMENT.

E. THE TOP OF THE CONCRETE RAMP, AT ITS

MAXIMUM ELEVATION, IS AT ELEVATION 893.52, WITCH IS

3'-8" ABOVE THE FLAT PORTION OF THE CONCRETE SLAB

ELEVATION OF 889.85, SHOWN ON THIS SHEET. TOP OF

RAMP GRADES ARE NOT SHOWN ON THIS SHEET. SEE

STRUCTURAL AND ARCHITECTURAL PLANS FOR

ADDITIONAL INFORMATION.

AutoCAD SHX Text

ENTRY ELEVATION = 890.3 FT.

AutoCAD SHX Text

ENTRY ELEVATION = 890.4 FT.

AutoCAD SHX Text

HHC

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

RIM=888.1

AutoCAD SHX Text

N.INV.=885.3

AutoCAD SHX Text

INV.=884.3

AutoCAD SHX Text

RIM=888.7

AutoCAD SHX Text

INV.=884.7

AutoCAD SHX Text

INV.=884.4

AutoCAD SHX Text

CONCRETE RAMP

AutoCAD SHX Text

CONCRETE RAMP

AutoCAD SHX Text

CONCRETE RAMP

AutoCAD SHX Text

CONCRETE PLATFORM

AutoCAD SHX Text

CONCRETE RAMP

AutoCAD SHX Text

CONCRETE RAMP

AutoCAD SHX Text 16.2

AutoCAD SHX Text 8.3

AutoCAD SHX Text 16.3

AutoCAD SHX Text 8.3

AutoCAD SHX Text B I T U M I N O U S

AutoCAD SHX Text

EDGE OF BITUMINOUS

AutoCAD SHX Text 888.2

AutoCAD SHX Text 888.5

AutoCAD SHX Text 888.9

AutoCAD SHX Text 889.3

AutoCAD SHX Text 888.6

AutoCAD SHX Text 888.7

AutoCAD SHX Text 888.6

AutoCAD SHX Text 889.3

AutoCAD SHX Text 889.6

AutoCAD SHX Text 888.9

AutoCAD SHX Text 889.5

AutoCAD SHX Text 889.4

AutoCAD SHX Text 889.3

AutoCAD SHX Text 888.5

AutoCAD SHX Text 888.1

AutoCAD SHX Text 888.4

AutoCAD SHX Text 889.7

AutoCAD SHX Text 889.6

AutoCAD SHX Text 889.5

AutoCAD SHX Text 889.7

AutoCAD SHX Text 888.8

AutoCAD SHX Text 888.9

AutoCAD SHX Text 889.4

AutoCAD SHX Text

GRADING AND CONCRETE

AutoCAD SHX Text

SEH

AutoCAD SHX Text

DMC

AutoCAD SHX Text 02/28/2020

AutoCAD SHX Text 27/02/2020

AutoCAD SHX Text

REPLACE INSPECTION

AutoCAD SHX Text

RAMPS BUILDING 3051

AutoCAD SHX Text

JSN

AutoCAD SHX Text

PAVEMENT PLAN

AutoCAD SHX Text

GMI

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text FORT McCOY

AutoCAD SHX Text

2171 SOUTH 8TH AVE.

AutoCAD SHX Text

FORT MC COY, WI 54656

AutoCAD SHX Text

DIRECTORATE OF PUBLIC WORKS

AutoCAD SHX Text

SHEET NUMBER:

AutoCAD SHX Text Dwn by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Date:

AutoCAD SHX Text Ckd by:

AutoCAD SHX Text Submitted by:

AutoCAD SHX Text Work Order No

AutoCAD SHX Text Project Number

AutoCAD SHX Text Plot date:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

MOD REQUEST # - DESCRIPTION

AutoCAD SHX Text

MOD #

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DPW FORT MCCOY, WI

AutoCAD SHX Text SHEET of

AutoCAD SHX Text

DPW

AutoCAD SHX Text Rev.

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text NOTE: SHADED AREA INDICATES LIMITS OF NEW 9" CONCRETE PAVEMENT OVER 6" CABC. SEE PAVEMENT DETAILS AND STRUCTURAL PLANS FOR ADDITIONAL INFORMATION. SEE STRUCTURAL PLANS AND ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION FOR BUILDING WALL LOCATIONS, CONCRETE RAMP AND PIER LOCATIONS.

AutoCAD SHX Text TRANSVERSE JOINT LOCATIONS. SEE DOWELED CONCRETE PAVEMENT DETAIL FOR DOWEL LOCATIONS. (TYPICAL)

AutoCAD SHX Text SAWCUT & MATCH EXIST. CONCRETE INSTALL TIE BARS INTO EXISTING PAVEMENT. SEE CONCRETE PAVEMENT LONGITUDINAL JOINTS AND TIES DETAIL.

AutoCAD SHX Text NOTE: BRICK PATTERNED AREA INDICATES LIMITS OF NEW 4" CONCRETE SIDEWALK OVER 6" CABC. SEE PAVEMENT DETAILS FOR ADDITIONAL INFORMATION. INSTALL EXPANSION JOINT MATERIAL WHERE CONCRETE ABUTS PIERS AND WHERE 4-INCH PAVEMENT ABUTS 9-INCH PAVEMENT. NO DOWELS OR TIE BARS REQUIRED AT 4-INCH CONCRETE PAVEMENT. SEE STRUCTURAL PLANS AND ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION FOR BUILDING WALL LOCATIONS, CONCRETE RAMP AND PIER LOCATIONS.

AutoCAD SHX Text

FLAT CONCRETE SLAB

AutoCAD SHX Text

PROPOSED RAMP

AutoCAD SHX Text

PROPOSED RAMP

AutoCAD SHX Text

EXISTING CONCRETE RAMP (TO REMAIN IN PLACE)

AutoCAD SHX Text

PROPOSED CONCRETE PIERS SEE STRUCTURAL PLANS. (TYPICAL)

AutoCAD SHX Text

R=14' (TYP.)

AutoCAD SHX Text

ADD CABC & GRADE TO MATCH PROPOSED CONCRETE PAVEMENT

AutoCAD SHX Text

ADD CABC & GRADE TO MATCH PROPOSED CONCRETE PAVEMENT

AutoCAD SHX Text LONGITUDINAL JOINT LOCATIONS. SEE SEE CONCRETE PAVEMENT LONGITUDINAL JOINTS AND TIES DETAIL FOR TIE BAR LOCATIONS. (TYPICAL)

AutoCAD SHX Text

INSTALL EXPANSION JOINT MATERIAL ADJACENT TO EXISTING CONCRETE RAMP (3 SIDES)

AutoCAD SHX Text

LONGITUDINAL JOINTS

AutoCAD SHX Text CROSS HATCHED PAVEMENT AREAS INDICATE REINFORCED CONCRETE APPROACH SLABS. SEE STRUCTURAL PLANS FOR ADDITIONAL INFORMATION.

EXISTING CONCRETE FOOTINGS, (20 TOTAL) EXISTING FOOTINGS AND VERTICAL REBAR TO BE REUSED. SEE STRUCTURAL PLANS FOR ADDITIONAL INFORMATION.

D1.0

M O

L I T

I O

L A

L E

V A

T I O

N S

R E

P L

A C

I N

S P

E C

T I O

A M

P S

B U

I L

D I N

S E

P H

J R

F O

O U

V E

F O

O Y

D I R

E C

T O

R A

U B

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

P l o t d a t e

M A

R K

M O

E Q

U E

E S

C R

I P

T I O

N M

T E

DPW

FORT MCCOY, WI

SHEET of

D P

R e v

F O

O Y

I S

C O

N S

I N

AutoCAD SHX Text

AutoCAD SHX Text A1.0

AutoCAD SHX Text

AutoCAD SHX Text A1.0

AutoCAD SHX Text

AutoCAD SHX Text A1.0

AutoCAD SHX Text

AutoCAD SHX Text A1.0

AutoCAD SHX Text

B.O. RAMP

AutoCAD SHX Text 100'-0"

AutoCAD SHX Text

T.O. PLATFORM

AutoCAD SHX Text 103'-7 1/2"

AutoCAD SHX Text

B.O. RAMP

AutoCAD SHX Text 100'-0"

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

T.O. PLATFORM

AutoCAD SHX Text 103'-7 1/2"

AutoCAD SHX Text

T.O. SLAB

AutoCAD SHX Text 100'-0"

AutoCAD SHX Text

B.O. SOFFIT

AutoCAD SHX Text 120'-0"

AutoCAD SHX Text

T.O. PLATFORM

AutoCAD SHX Text 103'-7 1/2"

AutoCAD SHX Text

T.O. SLAB

AutoCAD SHX Text 100'-0"

AutoCAD SHX Text

B.O. SOFFIT

AutoCAD SHX Text 120'-0"

AutoCAD SHX Text

T.O. PLATFORM

AutoCAD SHX Text 103'-7 1/2"

AutoCAD SHX Text

T.O. SLAB

AutoCAD SHX Text 100'-0"

AutoCAD SHX Text

B.O. SOFFIT

AutoCAD SHX Text 120'-0"

AutoCAD SHX Text

T.O. PLATFORM

AutoCAD SHX Text 103'-7 1/2"

AutoCAD SHX Text

T.O. SLAB

AutoCAD SHX Text 100'-0"

AutoCAD SHX Text

B.O. SOFFIT

AutoCAD SHX Text 120'-0"

AutoCAD SHX Text

AutoCAD SHX Text DEMOLITION KEYNOTES 1. DISCONNECT UTILITIES AND MOVE TOOL SHED BUILDING. DISCONNECT UTILITIES AND MOVE TOOL SHED BUILDING. SALVAGE FOR RE-INSTALLATION. 2. REMOVE GALVANIZED STAIRS AND RAILING. REMOVE GALVANIZED STAIRS AND RAILING. 3. REMOVE WOOD DECKING, FRAMING AND RAILING. REMOVE WOOD DECKING, FRAMING AND RAILING. 4. REMOVE CONCRETE RAMPS, SUPPORT PIERS, AND REMOVE CONCRETE RAMPS, SUPPORT PIERS, AND RAISED PLATFORMS. EXISTING CONCRETE FOOTINGS TO REMAIN FOR RE-USE - SEE STRUCTURAL. 5. REMOVE CONCRETE SLAB UNDER ENTIRE STRUCTURE REMOVE CONCRETE SLAB UNDER ENTIRE STRUCTURE AND RAMPS. (SEE CIVIL AND STRUCTURAL) 6. WOOD FRAMED SHELTER STRUCTURE TO REMAIN. WOOD FRAMED SHELTER STRUCTURE TO REMAIN. 7. REMOVE GALVANIZED GUARD RAIL.REMOVE GALVANIZED GUARD RAIL.

AutoCAD SHX Text X

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text Scale: 1/8" = 1'-0"

AutoCAD SHX Text

DEMOLITION PLAN

AutoCAD SHX Text

AutoCAD SHX Text Scale: 1/8" = 1'-0"

AutoCAD SHX Text

SOUTH ELEVATION

AutoCAD SHX Text

AutoCAD SHX Text Scale: 1/8" = 1'-0"

AutoCAD SHX Text

WEST ELEVATION

AutoCAD SHX Text

AutoCAD SHX Text Scale: 1/8" = 1'-0"

AutoCAD SHX Text

EAST ELEVATION

AutoCAD SHX Text

AutoCAD SHX Text Scale: 1/8" = 1'-0"

AutoCAD SHX Text

NORTH ELEVATION

A1.0

A R

C H

I T

E C

T U

R A

L A

N D

E L E

V A

T I O

N S

R E

P L

A C

I N

S P

E C

T I O

A M

P S

B U

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D I N

S E

P H

J R

F O

O U

V E

F O

O Y

D I R

E C

T O

R A

U B

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

C k d b y

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

P l o t d a t e

M A

R K

M O

E Q

U E

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C R

I P

T I O

N M

T E

DPW

FORT MCCOY, WI

SHEET of

D P

R e v

F O

O Y

I S

C O

N S

I N

AutoCAD SHX Text

AutoCAD SHX Text A1.0

AutoCAD SHX Text

AutoCAD SHX Text A1.0

AutoCAD SHX Text

AutoCAD SHX Text A1.0

AutoCAD SHX Text

AutoCAD SHX Text A1.0

AutoCAD SHX Text

B.O. RAMP

AutoCAD SHX Text 100'-0"

AutoCAD SHX Text

T.O. PLATFORM

AutoCAD SHX Text 103'-8"

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

SLOPE DN

AutoCAD SHX Text

DECK

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

B.O. RAMP

AutoCAD SHX Text 100'-0"

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

OPEN

AutoCAD SHX Text

DECK

AutoCAD SHX Text

FIELD VERIFY/ COORDINATE

AutoCAD SHX Text

FIELD VERIFY/ COORDINATE

AutoCAD SHX Text

DECK

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

OPEN

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

T.O. PLATFORM

AutoCAD SHX Text 103'-7 1/2"

AutoCAD SHX Text

T.O. SLAB

AutoCAD SHX Text 100'-0"

AutoCAD SHX Text

B.O. SOFFIT

AutoCAD SHX Text 120'-0"

AutoCAD SHX Text

T.O. PLATFORM

AutoCAD SHX Text 103'-7 1/2"

AutoCAD SHX Text

T.O. SLAB

AutoCAD SHX Text 100'-0"

AutoCAD SHX Text

B.O. SOFFIT

AutoCAD SHX Text 120'-0"

AutoCAD SHX Text

T.O. PLATFORM

AutoCAD SHX Text 103'-7 1/2"

AutoCAD SHX Text

T.O. SLAB

AutoCAD SHX Text 100'-0"

AutoCAD SHX Text

B.O. SOFFIT

AutoCAD SHX Text 120'-0"

AutoCAD SHX Text

T.O. PLATFORM

AutoCAD SHX Text 103'-7 1/2"

AutoCAD SHX Text

T.O. SLAB

AutoCAD SHX Text 100'-0"

AutoCAD SHX Text

B.O. SOFFIT

AutoCAD SHX Text 120'-0"

AutoCAD SHX Text

AutoCAD SHX Text KEYNOTES 1. EXISTING TOOL SHED BUILDING PLACED BACK ON NEW EXISTING TOOL SHED BUILDING PLACED BACK ON NEW DECK AND ANCHORED IN PLACE - SEE STRUCTURAL AND ELECTRICAL. 2. NEW GALVANIZED STAIR AND HAND RAIL. 7 EQUAL NEW GALVANIZED STAIR AND HAND RAIL. 7 EQUAL RISERS. 3. NEW WOOD DECKING. FRAMING AND SUPPORT NEW WOOD DECKING. FRAMING AND SUPPORT STRUCTURE - SEE STRUCTURAL (ALTERNATE GALVANIZED STEEL FRAMING AND DECKING). 4. NEW CONCRETE RAMPS AND PLATFORMS - SEE NEW CONCRETE RAMPS AND PLATFORMS - SEE STRUCTURAL. 5. NEW CONCRETE SLAB BELOW - SEE CIVIL. NEW CONCRETE SLAB BELOW - SEE CIVIL. 6. EXISTING WOOD FRAMED SHELTER. EXISTING WOOD FRAMED SHELTER. 7. NEW GALVANIZED STEEL GUARD RAIL. NEW GALVANIZED STEEL GUARD RAIL. 8. CONCRETE CURB TO BE PAINTED SAFETY YELLOW. CONCRETE CURB TO BE PAINTED SAFETY YELLOW. 9. REMOVABLE SECTION OF GUARDRAIL.REMOVABLE SECTION OF GUARDRAIL.

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AutoCAD SHX Text Scale: 1/8" = 1'-0"

AutoCAD SHX Text

FLOOR PLAN

AutoCAD SHX Text

AutoCAD SHX Text Scale: 1/8" = 1'-0"

AutoCAD SHX Text

SOUTH ELEVATION

AutoCAD SHX Text

AutoCAD SHX Text Scale: 1/8" = 1'-0"

AutoCAD SHX Text

WEST ELEVATION

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AutoCAD SHX Text Scale: 1/8" = 1'-0"

AutoCAD SHX Text

EAST ELEVATION

AutoCAD SHX Text

AutoCAD SHX Text Scale: 1/8" = 1'-0"

AutoCAD SHX Text

NORTH ELEVATION

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AutoCAD SHX Text GENERAL STRUCTURAL NOTES THESE NOTES DO NOT REPLACE THE SPECIFICATIONS BUT ARE TO BE READ IN CONJUNCTION WITH THEM. ANY DISCREPANCIES OR CONFLICTS BETWEEN THE TWO SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE, (COR) FOR RESOLUTION. THESE DRAWINGS ARE FOR THE INCLEMENT WEATHER TRAINING FACILITY PROJECT AND NO OTHER USE IS AUTHORIZED. GOVERNING BUILDING CODE: : 1. UNITED FACILITIES CRITERIA (UFC) 3-301-01 UNITED FACILITIES CRITERIA (UFC) 3-301-01 - STRUCTURAL ENGINEERING 2. UNITED FACILITIES CRITERIA (UFC) 1-200-01 UNITED FACILITIES CRITERIA (UFC) 1-200-01 - GENERAL BUILDING REQUIREMENTS 3. 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL BUILDING CODE 4. ACI 318 ACI 318 5. AISC 360, 303 AISC 360, 303 DESIGN LOADS 1. LIVE LOAD: LIVE LOAD: ELEVATED STEEL PLATFORM 60 PSF 60 PSF CONCRETE INSPECTION RAMPS SEE SHEET A/S0.2 FOR DESIGN VEHICLE SEE SHEET A/S0.2 FOR DESIGN VEHICLE A/S0.2 FOR DESIGN VEHICLE /S0.2 FOR DESIGN VEHICLE S0.2 FOR DESIGN VEHICLE FOR DESIGN VEHICLE LOADING 2. WIND LOADS: (ASCE 7-10) WIND LOADS: (ASCE 7-10) (ASCE 7-10) WIND SPEED (3 SEC GUST) 115 MPH 115 MPH 115 MPH WIND EXPOSURE C C INTERNAL PRESS COEF +/-0.18 +/-0.18 3. SOIL CRITERIA: SOIL CRITERIA: ALLOWABLE SOIL BEARING PRESSURE 3,500 PSF 3,500 PSF FROST DEPTH 60 INCHES 60 INCHES (BASED ON UNHEATED) 4. SEISMIC LOADS: SEISMIC LOADS: SITE CLASS D (REF. SOILS REPORT) Ss 0.054 G 0.054 G S1 0.035 G 0.035 G Fa 1.6 1.6 Fv 2.4 2.4 SDs 0.058 0.058 SD1 0.057 0.057 RISK CATEGORY II II SEISMIC DESIGN CATEGORY A (PER ASCE 7, SECTION 11.4.1) A (PER ASCE 7, SECTION 11.4.1) DESIGN / CONSTRUCTION CRITERIA 1. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS BEFORE THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS BEFORE CONSTRUCTION. THE CONTRACTOR MUST NOTIFY THE COR IN WRITING WHEN DISCREPANCIES ARE FOUND BETWEEN SITE CONDITIONS, DRAWINGS, AND SPECIFICATIONS, AND REQUEST CLARIFICATION. 2. ALL MATERIALS, LABOR, AND WORKMANSHIP MUST BE IN ACCORDANCE WITH ALL MATERIALS, LABOR, AND WORKMANSHIP MUST BE IN ACCORDANCE WITH ACCEPTED STANDARD CONSTRUCTION METHODS AND PRACTICES, MANUFACTURERS PUBLISHED DATA AND RECOMMENDATIONS, AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, STATUTES, AND CODES. SPECIAL STRUCTURAL INSPECTION IS REQUIRED AS SCHEDULED AND PER IBC CHAPTER 17. CONTRACTOR SHALL COORDINATE WITH COR'S TESTING AGENCY. 3. THE CONTRACTOR SHALL COORDINATE ALL ENGINEERING AND WORK THE CONTRACTOR SHALL COORDINATE ALL ENGINEERING AND WORK DISCIPLINES, VERIFY SIZE AND LOCATION OF ALL OPENINGS, WHETHER REPRESENTED ON DRAWINGS OR NOT, AND AS SHOWN ON DRAWINGS. THE CONTRACTOR MUST NOTIFY THE COR OF ALL DISCREPENCIES, CONFLICTS, INCINSISTENCIES, AND OTHER PROBLEMS THAY MAY IMPACT STRUCTURAL WORK PRIOR TO THE START OF CONSTRUCTION. 4. THE CONTRACTOR SHALL SUPPLY ALL NECESSARY TEMPORARY BRACING, THE CONTRACTOR SHALL SUPPLY ALL NECESSARY TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. 5. JOB SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE GENERAL JOB SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR & THEIR SUBCONTRACTORS. CONTRACTOR MUST FOLLOW THE EM 385-1-1 SAFETY REQUIREMENTS MANUAL DURING ALL PHASES OF WORK. 6. THE GOVERNMENT IS NOT RESPONSIBLE FOR CONTRACTOR'S CONSTRUCTION THE GOVERNMENT IS NOT RESPONSIBLE FOR CONTRACTOR'S CONSTRUCTION PRACTICES, MEANS AND METHODS. THE CONTRACTOR MUST PROVIDE A SUBMITTAL FOR APPROVAL TO THE COR FOR ALL CHANGES TO ACCEPTED PRACTICES, MEANS AND METHODS STATED OR IMPLIED ON DRAWINGS AND IN SPECIFICATIONS. 7. STANDARD OR TYPICAL STRUCTURAL DETAILS ARE INTENDED TO ILLUSTRATE STANDARD OR TYPICAL STRUCTURAL DETAILS ARE INTENDED TO ILLUSTRATE DESIGN CONCEPTS AND TO SPECIFY MATERIAL AND REQUIRED PHYSICAL DIMENSIONS MATCHING OR SIMILAR TO THE REFERENCED LOCATIONS IN THE DRAWINGS SET. 8. THERE IS NO PROVISION FOR FUTURE VERTICAL EXPANSION IN THE DESIGN. THERE IS NO PROVISION FOR FUTURE VERTICAL EXPANSION IN THE DESIGN. FOUNDATIONS 1. CAUTION: EXISTING UNDERGROUND UTILITIES MAY EXIST ANYWHERE ON THE CAUTION: EXISTING UNDERGROUND UTILITIES MAY EXIST ANYWHERE ON THE SITE. NOTIFY DIGGER'S HOTLINE (800) 242-8511 PRIOR TO DISTURBING ANY GRADE OR EXCAVATION. 2. STRUCTURAL FOUNDATIONS CONSIST OF SPREAD FOOTINGS ESTABLISHED ON STRUCTURAL FOUNDATIONS CONSIST OF SPREAD FOOTINGS ESTABLISHED ON MATERIAL CAPABLE OF SAFELY SUPPORTING 3.5 KSF BASED ON GEOTECHNICAL REPORT BY HIMALAYAN CONSULTANTS DATED JANUARY 16, 2020. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR THE ACCURACY OR CONTENT OF THE SUBSURFACE SOIL CONDITIONS DESCRIBED IN THE SPECIFICATIONS, TEST BORINGS, OR GEOTECHNICAL REPORT. THE CONTRACTOR SHALL EMPLOY A LICENSED GEOTECHNICAL ENGINEER DURING CONSTRUCTION TO TEST, INSPECT AND VERIFY ALL ASSUMED SOIL CONDITIONS. 3. FOUNDATIONS SHALL BE ADEQUATELY BRACED DURING BACKFILLING AND FOUNDATIONS SHALL BE ADEQUATELY BRACED DURING BACKFILLING AND COMPACTION TO PREVENT MOVEMENT OR STRUCTURAL DAMAGE. BRACING SHALL REMAIN IN PLACE UNTIL PERMANENT BRACING IS IN PLACE AND UNTIL CONCRETE ACHIEVES SUFFICIENT STRENGTH TO RESIST IMPOSED LOADS. 4. WHEN PLACING COMPACTED FILL ADJACENT TO FOUNDATIONS, PLACE WHEN PLACING COMPACTED FILL ADJACENT TO FOUNDATIONS, PLACE BACKFILL AT EQUAL RATES ON BOTH SIDES TO PREVENT OVERTURNING OR STRUCTURAL DAMAGE. 5. CONTRACTOR SHALL PROVIDE FOR DEWATERING AT EXCAVATIONS FROM CONTRACTOR SHALL PROVIDE FOR DEWATERING AT EXCAVATIONS FROM EITHER SURFACE WATER OR SEEPAGE. 6. MOISTURE CONTENT IN SOILS BENEATH BUILDING LOCATIONS SHOULD NOT BE MOISTURE CONTENT IN SOILS BENEATH BUILDING LOCATIONS SHOULD NOT BE ALLOWED TO CHANGE AFTER FOOTING EXCAVATIONS AND AFTER GRADING FOR SLABS ON GRADE ARE COMPLETED.

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 May 4, 2020.