Demonstration_Project_Attachment_3_Corrected_Final_Drawings.pdf

PDF 2 MB Posted Jul 13, 2019

Attached to: CEMACC II Federal contract opportunity
Solicitation number: FA8501-19-B-A001
Issued by: Department of the Air Force Materiel Command Lifecycle Management Center Robins Air Force Base

About this file

Written by GovTribe AI · Dec 30, 2023

This document provides details on a restricted acquisition solicitation for the CEMACC II indefinite-delivery indefinite-quantity construction contract at Robins Air Force Base. The solicitation seeks to award multiple contracts for a broad range of maintenance, repair, alteration, and new construction projects. Work may include design-build services from concept through 100% design. The base estimates a total contract value of $95 million over five years.

Offerors must be U.S.-owned small disadvantaged veteran-owned small businesses. The solicitation is set aside exclusively for SDVOSBs. Individual task order values will typically range from $250,000 to $3 million, though amounts may exceed this range. Bonds valued up to full task order amounts will be required on orders over $35,000. The base anticipates awarding multiple contracts following sealed bid procedures. The one-year base period runs through four optional annual extensions.

From the source

Demonstration Project Attachment 3 Corrected Final Drawings

View the file

Other files for this federal contract opportunity

Other files attached to CEMACC II, newest first.
File	Type	Posted
Post_Award_Synopsis.docx	DOCX document	Sep 17, 2019
Construction_Abstracts.pdf	PDF	Aug 15, 2019
A11_Layout1.pdf	PDF	Aug 8, 2019
A14_Layout1.pdf	PDF	Aug 8, 2019
M09-Layout1.pdf	PDF	Aug 8, 2019
A13_Layout1.pdf	PDF	Aug 8, 2019
M07-Layout1.pdf	PDF	Aug 8, 2019
S11_Layout1.pdf	PDF	Aug 8, 2019
A02-Layout1.pdf	PDF	Aug 8, 2019
A04-Layout1.pdf	PDF	Aug 8, 2019
RFI__3_Final.docx	DOCX document	Aug 8, 2019
Solicitation_Amendment_FA850119BA0010001_SF_30.pdf	PDF	Aug 8, 2019
Photo_5.JPG	JPG image	Aug 7, 2019
Photo_7.JPG	JPG image	Aug 7, 2019
Photo_3.JPG	JPG image	Aug 7, 2019
Photo_8.JPG	JPG image	Aug 7, 2019
Photo_1.JPG	JPG image	Aug 7, 2019
IMG_7174.JPG	JPG image	Aug 7, 2019
Photo_4.JPG	JPG image	Aug 7, 2019
Pre-Proposal_Conference_Briefing-FINAL__4_Aug_19.ppt	PPT presentation	Aug 5, 2019
Site_Visit_Attendee_List_-_Final.pdf	PDF	Aug 5, 2019
RFI__2.docx	DOCX document	Aug 2, 2019
2019-07-31_UHHZ130375_-_Combined_Specifications_(Updated).pdf	PDF	Aug 2, 2019
2019-07-31_UHHZ130375_Corrected_Final_Drawings_(Updated).pdf	PDF	Aug 2, 2019
Notice_to_Bidders__4.docx	DOCX document	Aug 1, 2019
UHHZ130375_-_Revision_No_2_(Addendum_20190718).pdf	PDF	Jul 22, 2019
RFI__1.docx	DOCX document	Jul 22, 2019
Notice_to_Bidders__3_Site_Visit.docx	DOCX document	Jul 22, 2019
Notice_to_Bidders__2.pdf	PDF	Jul 15, 2019
Appendix_C_1080274.pdf	PDF	Jul 15, 2019
Solicitation_-_FA850119BA001.pdf	PDF	Jul 14, 2019
Notice_to_Bidders__1.pdf	PDF	Jul 13, 2019
Atch__7_-_BLANK_SAMPLE_AF_Form_3065.xlsx	XLSX spreadsheet	Jul 13, 2019
Atch__5_-_Blank_Sample_AF_Form_3052.xls	XLS spreadsheet	Jul 13, 2019
Demonstration_Project_Attachment_2_Addendum_1_dated_April_15_2019.pdf	PDF	Jul 13, 2019
Atch__9_-_Master_Utility_Outage.pdf	PDF	Jul 13, 2019
Atch__6_-_BLANK_SAMPLE_AF_Form_3064.xlsx	XLSX spreadsheet	Jul 13, 2019
Atch__8_-_AF_Form_3000.pdf	PDF	Jul 13, 2019
Demonstration_Project_Attachment_4_Bid_Schedule.docx	DOCX document	Jul 13, 2019
Demonstration_Project_Attachment_1_Specifications.pdf	PDF	Jul 13, 2019
CEMACC_SOW_dated_15_April_2019.pdf	PDF	Jul 13, 2019
Atch__4_-_Robins_AFB_Asbestos_Management_Plan_-_January_2015.pdf	PDF	Jul 13, 2019
Atch__15_-_AF_Form_2586_Flightline_Driving_Request.pdf	PDF	Jul 13, 2019
Davis_Bacon_Wage_Determination.pdf	PDF	Jul 13, 2019
Atch__3_-_Robins_AFB_Division_1_Specs.pdf	PDF	Jul 13, 2019
Atch__2_-_PROCEDURAL_GUIDE_FOR_DESIGNERS_INCLUDING_AE_FIRMS_29_May_15.pdf	PDF	Jul 13, 2019
Atch__13_-_AFMAN_31-116_Motor_Vehicle_Traffic_Supervision.pdf	PDF	Jul 13, 2019
Atch__11_-_Form_911,_xx__Design,_Discipline_Review.docx	DOCX document	Jul 13, 2019
Atch__14_-_AFMAN_32-1084_Civil_Engineering_Facility_Requirements.pdf	PDF	Jul 13, 2019
Sample_Bid_Bond_dated_June_24,_2019.pdf	PDF	Jul 13, 2019

Show all 50

CEMACC II has more files on GovTribe.

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

G001

L O

C A

T I O

A P

I N

D E

R A

W I N

G S

R A

Y M

O N

C N

S T

I N

S T

I N

L A

T F

O R

U H

H Z

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text V I C I N I T Y M A P

AutoCAD SHX Text

TO VALDOSTA

AutoCAD SHX Text

BYRON

AutoCAD SHX Text

ROBINS AFB

AutoCAD SHX Text

BONAIRE

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

HOUSTON

AutoCAD SHX Text

BIBB

AutoCAD SHX Text

TWIGGS

AutoCAD SHX Text

TO DUBLIN

AutoCAD SHX Text

CRAWFORD

AutoCAD SHX Text

BIBB

AutoCAD SHX Text

MONROE

AutoCAD SHX Text

BIBB

AutoCAD SHX Text

TO ATLANTA

AutoCAD SHX Text

MACON

AutoCAD SHX Text

BIBB

AutoCAD SHX Text

TWIGGS

AutoCAD SHX Text

JONES

AutoCAD SHX Text

BIBB

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

BASE CIVIL ENGINEER

AutoCAD SHX Text

MAINTANANCE ENGINEERING

AutoCAD SHX Text

CONTRACT MANAGEMENT

AutoCAD SHX Text

AND DESIGN BLDG 1555

AutoCAD SHX Text

CIVIL ENGINEERING

AutoCAD SHX Text

CONTRACT MANAGEMENT

AutoCAD SHX Text

AND DESIGN BLDG 280

AutoCAD SHX Text

GATE 4

AutoCAD SHX Text

TRUCK GATE

AutoCAD SHX Text

BASE CONTRACTING

AutoCAD SHX Text

OFFICE BLDG 255

AutoCAD SHX Text

RAFB METADATA INDEX SUMMARY

AutoCAD SHX Text

IRP SITES AND AOC LOCATIONS

AutoCAD SHX Text Project Mgr.......Mark Augsberger

AutoCAD SHX Text Authority.........Kevin Long

AutoCAD SHX Text Contract No.......N/A

AutoCAD SHX Text Prepared By.......Rust E&I

AutoCAD SHX Text Technician........Barrie Wilkins

AutoCAD SHX Text Date Received.....N/A

AutoCAD SHX Text Date Completed....06APR98

AutoCAD SHX Text GIS Status........In Review

AutoCAD SHX Text QA/QC Acceptance..John Waggoner

AutoCAD SHX Text Accuracy Class....B

AutoCAD SHX Text Special Notes.....Data Created for

AutoCAD SHX Text Component Plan

AutoCAD SHX Text Date of Last Revision.......07APR98

AutoCAD SHX Text Data needs VALIDATION CHECK

AutoCAD SHX Text OFFICIAL DATA as per Parrish Swearingen

AutoCAD SHX Text

SABER

AutoCAD SHX Text

CONTRACT MANAGEMENT

AutoCAD SHX Text

AND DESIGN BLDG 280

AutoCAD SHX Text

GATE 3

AutoCAD SHX Text

VISITOR'S GATE

AutoCAD SHX Text

AutoCAD SHX Text 10110

AutoCAD SHX Text 10111

AutoCAD SHX Text

AutoCAD SHX Text 20100

AutoCAD SHX Text

AutoCAD SHX Text 10241

AutoCAD SHX Text

AutoCAD SHX Text 166A

AutoCAD SHX Text

AutoCAD SHX Text 20270

AutoCAD SHX Text

AutoCAD SHX Text 99A

AutoCAD SHX Text 99B

AutoCAD SHX Text 99C

AutoCAD SHX Text

GAS STATION

AutoCAD SHX Text

AutoCAD SHX Text 20090

AutoCAD SHX Text

AutoCAD SHX Text 20149

AutoCAD SHX Text

AutoCAD SHX Text 1300-1

AutoCAD SHX Text 1300-2

AutoCAD SHX Text 1300-3

AutoCAD SHX Text 1300-4

AutoCAD SHX Text 20093

AutoCAD SHX Text

AutoCAD SHX Text 20091

AutoCAD SHX Text 20045

AutoCAD SHX Text

TANK 24

AutoCAD SHX Text

TANK 23

AutoCAD SHX Text

TANK 27

AutoCAD SHX Text

TANK 22

AutoCAD SHX Text

AutoCAD SHX Text M44-1

AutoCAD SHX Text 44A

AutoCAD SHX Text

PB66

AutoCAD SHX Text

PB65

AutoCAD SHX Text

PB67

AutoCAD SHX Text

PB68

AutoCAD SHX Text

BENCH MARK

AutoCAD SHX Text

ELECTRIC

AutoCAD SHX Text

POWER

AutoCAD SHX Text

PLANT

AutoCAD SHX Text

PAGE RD.

AutoCAD SHX Text

AIR STATION

AutoCAD SHX Text

AIR STATION

AutoCAD SHX Text

AutoCAD SHX Text 2108-1

AutoCAD SHX Text 2108-2

AutoCAD SHX Text 2108-4

AutoCAD SHX Text 2108-6

AutoCAD SHX Text 2108-8

AutoCAD SHX Text 2108-10

AutoCAD SHX Text 2108-12

AutoCAD SHX Text 2108-11

AutoCAD SHX Text 2108-9

AutoCAD SHX Text 2108-7

AutoCAD SHX Text 2108-5

AutoCAD SHX Text 2108-3

AutoCAD SHX Text

AutoCAD SHX Text 988M-4

AutoCAD SHX Text 988M-3

AutoCAD SHX Text 988M-1

AutoCAD SHX Text 988M-2

AutoCAD SHX Text

AutoCAD SHX Text 20110

AutoCAD SHX Text

8468 WELL 19

AutoCAD SHX Text

AutoCAD SHX Text 2051N

AutoCAD SHX Text 2051S

AutoCAD SHX Text

AutoCAD SHX Text Z1599

AutoCAD SHX Text 20137

AutoCAD SHX Text

AutoCAD SHX Text 20008

AutoCAD SHX Text

AutoCAD SHX Text 1079B

AutoCAD SHX Text 1079A

AutoCAD SHX Text 1271A

AutoCAD SHX Text 1271B

AutoCAD SHX Text 1272A

AutoCAD SHX Text 1272B

AutoCAD SHX Text 1201A

AutoCAD SHX Text 1201B

AutoCAD SHX Text 1202B

AutoCAD SHX Text 1202A

AutoCAD SHX Text 1203A

AutoCAD SHX Text 1203B

AutoCAD SHX Text 1204A

AutoCAD SHX Text 1204B

AutoCAD SHX Text 1205B

AutoCAD SHX Text 1205A

AutoCAD SHX Text 1206A

AutoCAD SHX Text 1206B

AutoCAD SHX Text 1207A

AutoCAD SHX Text 1207B

AutoCAD SHX Text 1208A

AutoCAD SHX Text 1208B

AutoCAD SHX Text 1209A

AutoCAD SHX Text 1209B

AutoCAD SHX Text 1210A

AutoCAD SHX Text 1210B

AutoCAD SHX Text 1211A

AutoCAD SHX Text 1211B

AutoCAD SHX Text 1212A

AutoCAD SHX Text 1212B

AutoCAD SHX Text 1213B

AutoCAD SHX Text 1213A

AutoCAD SHX Text 1214B

AutoCAD SHX Text 1221A

AutoCAD SHX Text 1221B

AutoCAD SHX Text 1222A

AutoCAD SHX Text 1222B

AutoCAD SHX Text 1197A

AutoCAD SHX Text 1197B

AutoCAD SHX Text 1198A

AutoCAD SHX Text 1198B

AutoCAD SHX Text 1199B

AutoCAD SHX Text 1199A

AutoCAD SHX Text 1096A

AutoCAD SHX Text 1096B

AutoCAD SHX Text 1101A

AutoCAD SHX Text 1101B

AutoCAD SHX Text

AutoCAD SHX Text 1107B

AutoCAD SHX Text 1107A

AutoCAD SHX Text 1108B

AutoCAD SHX Text 1108A

AutoCAD SHX Text 1112A

AutoCAD SHX Text 1112B

AutoCAD SHX Text 1113A

AutoCAD SHX Text 1113B

AutoCAD SHX Text 1114A

AutoCAD SHX Text 1114B

AutoCAD SHX Text 1115A

AutoCAD SHX Text 1115B

AutoCAD SHX Text

AutoCAD SHX Text 1056A

AutoCAD SHX Text 1056B

AutoCAD SHX Text 1057A

AutoCAD SHX Text 1057B

AutoCAD SHX Text 1058A

AutoCAD SHX Text 1058B

AutoCAD SHX Text 1059A

AutoCAD SHX Text 1059B

AutoCAD SHX Text 1071A

AutoCAD SHX Text 1071B

AutoCAD SHX Text 1072B

AutoCAD SHX Text 1072A

AutoCAD SHX Text 1073A

AutoCAD SHX Text 1073B

AutoCAD SHX Text 1074A

AutoCAD SHX Text 1074B

AutoCAD SHX Text 1075A

AutoCAD SHX Text 1076B

AutoCAD SHX Text 1076A

AutoCAD SHX Text 1082A

AutoCAD SHX Text 1082B

AutoCAD SHX Text 1075B

AutoCAD SHX Text 1083A

AutoCAD SHX Text 1083B

AutoCAD SHX Text 1084B

AutoCAD SHX Text 1084A

AutoCAD SHX Text 1085B

AutoCAD SHX Text 1085A

AutoCAD SHX Text 1086A

AutoCAD SHX Text 1086B

AutoCAD SHX Text 1087A

AutoCAD SHX Text 1087B

AutoCAD SHX Text 1088A

AutoCAD SHX Text 1088B

AutoCAD SHX Text 1089A

AutoCAD SHX Text 1089B

AutoCAD SHX Text 1090B

AutoCAD SHX Text 1090A

AutoCAD SHX Text 1091A

AutoCAD SHX Text 1091B

AutoCAD SHX Text 1093A

AutoCAD SHX Text 1093B

AutoCAD SHX Text 1094A

AutoCAD SHX Text 1094B

AutoCAD SHX Text 1095B

AutoCAD SHX Text 1095A

AutoCAD SHX Text 1055B

AutoCAD SHX Text 1055A

AutoCAD SHX Text

TAXIWAY K

AutoCAD SHX Text

TAXIWAY E

AutoCAD SHX Text

TAXIWAY D

AutoCAD SHX Text

TAXIWAY D

AutoCAD SHX Text

TAXIWAY J

AutoCAD SHX Text

TAXIWAY C

AutoCAD SHX Text

TAXIWAY C

AutoCAD SHX Text

TAXIWAY H

AutoCAD SHX Text

TAXIWAY H1

AutoCAD SHX Text

TAXIWAY G

AutoCAD SHX Text

TAXIWAY B

AutoCAD SHX Text

TAXIWAY A

AutoCAD SHX Text

TAXIWAY F

AutoCAD SHX Text

TAXIWAY F1

AutoCAD SHX Text

TAXIWAY C

AutoCAD SHX Text

TAXIWAY E

AutoCAD SHX Text

TAXIWAY L

AutoCAD SHX Text

BAK 12/14

AutoCAD SHX Text

BAK 12/14

AutoCAD SHX Text

BAK 12/14

AutoCAD SHX Text

BAK 12/14

AutoCAD SHX Text

TAXILANE C1

AutoCAD SHX Text

TAXILANE C2

AutoCAD SHX Text

SCOUT LAKE

AutoCAD SHX Text

HEFNER

AutoCAD SHX Text

POND

AutoCAD SHX Text Adult Swing

AutoCAD SHX Text Horse's

AutoCAD SHX Text Slide

AutoCAD SHX Text Swing

AutoCAD SHX Text Bench

AutoCAD SHX Text Water Fountain

AutoCAD SHX Text Bench

AutoCAD SHX Text Swing

AutoCAD SHX Text Bench

AutoCAD SHX Text See Saw

AutoCAD SHX Text

MERRY GO ROUND

AutoCAD SHX Text Jungle Gym

AutoCAD SHX Text Bench

AutoCAD SHX Text Jungle Gym

AutoCAD SHX Text Picnic Table

AutoCAD SHX Text Bench

AutoCAD SHX Text Adult Swing

AutoCAD SHX Text Picnic Table

AutoCAD SHX Text Bench

AutoCAD SHX Text Picnic Tables

AutoCAD SHX Text Basket Ball Court

AutoCAD SHX Text

MERRY GO ROUND

AutoCAD SHX Text See Saws

AutoCAD SHX Text Trash Can

AutoCAD SHX Text Bench

AutoCAD SHX Text Water Fountain

AutoCAD SHX Text Bench

AutoCAD SHX Text Climber

AutoCAD SHX Text Swing

AutoCAD SHX Text Play Ground 12

AutoCAD SHX Text Gazebo

AutoCAD SHX Text Trash Can

AutoCAD SHX Text Horse's

AutoCAD SHX Text Slide

AutoCAD SHX Text Swing

AutoCAD SHX Text Bench

AutoCAD SHX Text

MUSTANG ST.

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text B

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text K

AutoCAD SHX Text W

AutoCAD SHX Text Y

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text B

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text K

AutoCAD SHX Text W

AutoCAD SHX Text Y

AutoCAD SHX Text

GATE 14

AutoCAD SHX Text

GATE 5

AutoCAD SHX Text

5TH ST

AutoCAD SHX Text

GATE 4

AutoCAD SHX Text

COMMERCIAL

AutoCAD SHX Text

MAIN

AutoCAD SHX Text

GATE 1

AutoCAD SHX Text

GREEN ST

AutoCAD SHX Text

GATE 15

AutoCAD SHX Text

AIR NATIONAL GUARD

AutoCAD SHX Text

MAIN GATE

AutoCAD SHX Text

EAGLE ST. EXTENSION

AutoCAD SHX Text

CENTURION BLVD

AutoCAD SHX Text

EAGLE AVE.

AutoCAD SHX Text

LANCER BLVD.

AutoCAD SHX Text

PHANTOM CT

AutoCAD SHX Text

FIRST ST.

AutoCAD SHX Text

THIRD ST.

AutoCAD SHX Text

FOURTH PL.

AutoCAD SHX Text

BORGHESE DR.

AutoCAD SHX Text

BEALE DR.

AutoCAD SHX Text

BLUNK DR.

AutoCAD SHX Text

BEALE DR.

AutoCAD SHX Text

BEALE DR.

AutoCAD SHX Text

BEALE DR.

AutoCAD SHX Text

PERRY ST.

AutoCAD SHX Text

BYRON ST.

AutoCAD SHX Text

ROBINS PKWY.

AutoCAD SHX Text

PEACEKEEPER WAY

AutoCAD SHX Text

PERRY ST.

AutoCAD SHX Text

BYRON ST.

AutoCAD SHX Text

WARNER ROBINS ST.

AutoCAD SHX Text

FIFTH TER.

AutoCAD SHX Text

PAGE RD.

AutoCAD SHX Text

HANNAH RD.

AutoCAD SHX Text

GOLF COURSE DR.

AutoCAD SHX Text

DOGWOOD DR.

AutoCAD SHX Text

WARNER ROBINS ST.

AutoCAD SHX Text

CLUB DR.

AutoCAD SHX Text

BACHELORS CIR.

AutoCAD SHX Text

WARNER ROBINS ST.

AutoCAD SHX Text

WARNER ROBINS ST.

AutoCAD SHX Text

PEACEKEEPER WAY

AutoCAD SHX Text

EASTMAN ST.

AutoCAD SHX Text

ROBINS PKWY.

AutoCAD SHX Text

LAKESIDE DR.

AutoCAD SHX Text

PINE ST.

AutoCAD SHX Text

OAK ST.

AutoCAD SHX Text

PAGE RD.

AutoCAD SHX Text

FORT VALLEY ST.

AutoCAD SHX Text

EIGHTH ST.

AutoCAD SHX Text

APOLLO DR.

AutoCAD SHX Text

MACON ST.

AutoCAD SHX Text

NINTH ST.

AutoCAD SHX Text

NINTH ST.

AutoCAD SHX Text

TECH RD.

AutoCAD SHX Text

TECH RD.

AutoCAD SHX Text

OAK ST.

AutoCAD SHX Text

NINTH ST.

AutoCAD SHX Text

QM RD.

AutoCAD SHX Text

ELEVENTH ST.

AutoCAD SHX Text

PERIMETER RD.

AutoCAD SHX Text

LAUNDRY DR.

AutoCAD SHX Text

ELEVENTH ST.

AutoCAD SHX Text

WARNER ROBINS ST.

AutoCAD SHX Text

TENTH ST.

AutoCAD SHX Text

PERIMETER RD.

AutoCAD SHX Text

CRESCENT DR.

AutoCAD SHX Text

CHIEFS DR.

AutoCAD SHX Text

POOL DR.

AutoCAD SHX Text

CRESCENT DR.

AutoCAD SHX Text

TWELFTH ST.

AutoCAD SHX Text

MACON ST.

AutoCAD SHX Text

WARNER ROBINS ST.

AutoCAD SHX Text

FOURTEENTH ST.

AutoCAD SHX Text

MARCHBANKS DR.

AutoCAD SHX Text

MARCHBANKS DR.

AutoCAD SHX Text

FIRST ST.

AutoCAD SHX Text

MACON ST.

AutoCAD SHX Text

LAKESIDE CIR.

AutoCAD SHX Text

SEVENTH ST.

AutoCAD SHX Text

SERGEANTS DR.

AutoCAD SHX Text

OFFICERS CIR. WEST

AutoCAD SHX Text

OFFICERS CIR. WEST

AutoCAD SHX Text

OFFICERS CIR. EAST

AutoCAD SHX Text

OFFICERS CIR. EAST

AutoCAD SHX Text

MERTENS AVE.

AutoCAD SHX Text

FENCE RD.

AutoCAD SHX Text

FENCE RD.

AutoCAD SHX Text

CREEK CT.

AutoCAD SHX Text

OCMULGEE DR.

AutoCAD SHX Text

OCMULGEE DR.

AutoCAD SHX Text

FENCE RD.

AutoCAD SHX Text

FENCE RD.

AutoCAD SHX Text

CREEK CT.

AutoCAD SHX Text

BEALE DR.

AutoCAD SHX Text

LIGHTS SERVICE RD.

AutoCAD SHX Text

PAGE RD.

AutoCAD SHX Text

HANNAH RD.

AutoCAD SHX Text

SEVENTH ST.

AutoCAD SHX Text

SEVENTH ST.

AutoCAD SHX Text

ROBINS PKWY.

AutoCAD SHX Text

CRESCENT DR.

AutoCAD SHX Text

PERIMETER RD.

AutoCAD SHX Text

PERIMETER RD.

AutoCAD SHX Text

TWELFTH ST.

AutoCAD SHX Text

LANIER DR.

AutoCAD SHX Text

HUNTER CT.

AutoCAD SHX Text

HABERSHAM LN.

AutoCAD SHX Text

SHERRIL CT.

AutoCAD SHX Text

WIMBERLY DR.

AutoCAD SHX Text

WIMBERLY DR.

AutoCAD SHX Text

GWINNETT DR.

AutoCAD SHX Text

OGLETHORPE CIR.

AutoCAD SHX Text

OGLETHORPE CIR.

AutoCAD SHX Text

GWINNETT DR.

AutoCAD SHX Text

WIMBERLY DR.

AutoCAD SHX Text

WIMBERLY DR.

AutoCAD SHX Text

LANIER DR.

AutoCAD SHX Text

MCGIL

AutoCAD SHX Text

LIVR

AutoCAD SHX Text

CHERRY DR.

AutoCAD SHX Text

NINTH ST.

AutoCAD SHX Text

WARNER ROBINS ST.

AutoCAD SHX Text

VIPER DR.

AutoCAD SHX Text

RICHARD RAY BLVD.

AutoCAD SHX Text

RICHARD RAY BLVD.

AutoCAD SHX Text

R-MODEL RD.

AutoCAD SHX Text

JOINT STARS RD.

AutoCAD SHX Text

JOINT STARS RD.

AutoCAD SHX Text

JOINT STARS ST.

AutoCAD SHX Text

JOINT STARS RD.

AutoCAD SHX Text

CIR.

AutoCAD SHX Text

MACON ST.

AutoCAD SHX Text

ELEVENTH ST.

AutoCAD SHX Text

MARTIN LUTHER KING JR. BLVD.

AutoCAD SHX Text

HAWKINSVILLE TER.

AutoCAD SHX Text

ROBINS

AutoCAD SHX Text

PKWY.

AutoCAD SHX Text

RV PARKING

AutoCAD SHX Text

SP INPOUND

AutoCAD SHX Text

MARTIN LUTHER KING JR. BLVD.

AutoCAD SHX Text

PAGE RD.

AutoCAD SHX Text

QUARTERMASTER DR.

AutoCAD SHX Text

TENTH ST.

AutoCAD SHX Text

PARADE

AutoCAD SHX Text

FIELD

AutoCAD SHX Text

HAWKINS- VILLE CT.

AutoCAD SHX Text

HAWKINS- VILLE CIR

AutoCAD SHX Text

JOINT

AutoCAD SHX Text

STARS ST.

AutoCAD SHX Text

GPS POINT

AutoCAD SHX Text

AutoCAD SHX Text 810A

AutoCAD SHX Text

EAST DR.

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

NEW MAIN GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

AutoCAD SHX Text 00000

AutoCAD SHX Text

APRON

AutoCAD SHX Text

APRON

AutoCAD SHX Text

APRON

AutoCAD SHX Text

PROJECT SITE

AutoCAD SHX Text

BLDG 38

AutoCAD SHX Text

AutoCAD SHX Text 78th Civil Engineer Group

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

PLOT DATE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

ROBINS AIR FORCE BASE, GEORGIA

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text J

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text J

AutoCAD SHX Text

DESCRIPTION OF REVISION

AutoCAD SHX Text Sheet

AutoCAD SHX Text of

AutoCAD SHX Text

CHKD

AutoCAD SHX Text

PLATE NUMBER:

AutoCAD SHX Text

D SIZE ANSI BORDER

AutoCAD SHX Text

PLOT TIME:

AutoCAD SHX Text

PROJECT CODE:

AutoCAD SHX Text 78th CIVIL ENGINEER GROUP

AutoCAD SHX Text 20-Jul-17

AutoCAD SHX Text

1363.004 PLANS AND DETAILS 2017.04.20.DWG

AutoCAD SHX Text

1:44:44 PM

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

DESIGN APPROVAL

AutoCAD SHX Text

DESIGN REVIEW

AutoCAD SHX Text

TECHNICAL APPROVAL OFFICIAL

AutoCAD SHX Text

ENGINEERING SECTION OFFICIAL

AutoCAD SHX Text

DESIGN PROJECT MANAGER

AutoCAD SHX Text

CONSTRUCTIBILITY OFFICIAL

AutoCAD SHX Text

USING ACTIVITY OFFICIAL REP

AutoCAD SHX Text

USING ACTIVITY OFFICIAL REP

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

ARCHITECTURAL

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text

FIRE

AutoCAD SHX Text

DRAWING INDEX

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text G001

AutoCAD SHX Text

PLATE NUMBER FROM

AutoCAD SHX Text

WHICH ELEVATION IS

AutoCAD SHX Text

SHOWN

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

IDENTIFICATION

AutoCAD SHX Text

LETTER

AutoCAD SHX Text

ELEVATION SYMBOL

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

IDENTIFICATION

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text S E C T I O N, D E T A I L, AutoCAD SHX Text A N D E L E V A T I O N S Y M B O L S

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

IDENTIFICATION

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

SECTION SYMBOL

AutoCAD SHX Text

DETAIL SYMBOL

AutoCAD SHX Text

PLATE NUMBER ON WHICH

AutoCAD SHX Text

SECTION IS SHOWN

AutoCAD SHX Text

PLATE NUMBER ON WHICH

AutoCAD SHX Text

DETAIL IS SHOWN

AutoCAD SHX Text A101

AutoCAD SHX Text

AutoCAD SHX Text A101

AutoCAD SHX Text

LOCATION MAP

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

NONE

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

UHHZ130375

AutoCAD SHX Text

CNST / INST MAINT PLATFORM

AutoCAD SHX Text

RAC 2, ACFT COR CON, B/38

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

EX. CONDITIONS & PLATFORM PLAN

AutoCAD SHX Text S101

AutoCAD SHX Text A101

AutoCAD SHX Text

STRUCTURAL DETAILS

AutoCAD SHX Text S501

AutoCAD SHX Text

PLATFORM FRAMING & EX. LATERAL BRACING

AutoCAD SHX Text S102

AutoCAD SHX Text

SITE MAP

AutoCAD SHX Text

AutoCAD SHX Text 03/20/2017

AutoCAD SHX Text

PHASE 1 CONCEPT DWG

AutoCAD SHX Text

PGP

AutoCAD SHX Text

CAS

AutoCAD SHX Text

AutoCAD SHX Text 1363.004

AutoCAD SHX Text

20 MARCH

AutoCAD SHX Text

STRUCTURAL NOTES

AutoCAD SHX Text S001

AutoCAD SHX Text

AutoCAD SHX Text S103

AutoCAD SHX Text

PLATFORM PLAN

AutoCAD SHX Text

STRUCTURAL DETAILS

AutoCAD SHX Text S502

AutoCAD SHX Text

STRUCTURAL DETAILS

AutoCAD SHX Text S503

AutoCAD SHX Text

PLATFORM FRAMING & EX. LATERAL BRACING

AutoCAD SHX Text S104

AutoCAD SHX Text S100

AutoCAD SHX Text

PLATFORM PLANS

AutoCAD SHX Text

LIGHTING PLAN

AutoCAD SHX Text E100

AutoCAD SHX Text

S001

R U

C T

U R

A L

O T

E S

R A

Y M

O N

C N

S T

I N

L A

T F

O R

U H

1. THE CONTRACTOR SHALL REVIEW ALL SUBMITTALS BEFORE THEY ARE PROVIDED TO THE

OWNER AND STRUCTURAL ENGINEER. THE CONTRACTOR'S REVIEW SHALL BE

DOCUMENTED WITHIN THE SUBMITTAL. THE OWNER AND STRUCTURAL ENGINEER

RESERVES THE RIGHT TO REJECT SUBMITTALS THAT HAVE NOT BEEN FIRST REVIEWED BY

THE CONTRACTOR. THE ACCURACY AND COMPLETENESS OF THE SUBMITTALS IS THE SOLE

RESPONSIBILITY OF THE CONTRACTOR, INCLUDING ALL ERRORS AND OMISSIONS. IN

ADDITION, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL MEANS, METHODS, AND

SEQUENCING OF CONSTRUCTION.

2. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE EXPERIENCED AND

QUALIFIED TO PERFORM THE TYPE OF CONSTRUCTION REQUIRED TO COMPLETE THE

WORK PRESCRIBED BY THE CONTRACT DOCUMENTS. THE CONTRACT DOCUMENTS WERE

PREPARED AS AN ADDITION TO AN EXISTING STRUCTURE. ALL DIMENSIONS STATED ARE

APPROXIMATE. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO FILED VERIFY ALL

EXISTING INFORMATION COORDINATE CONSTRUCTION AND CONSTRUCTION METHODS

APPROPRIATELY. POSSIBLE MINOR RELOCATION OF EXISTING LINES OTHER THAN THAT

SHOWN MAYBE REQUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL

NOTIFY THE OWNER AND EOR IMMEDIATELY OF ANY CONFLICTS, OMISSIONS, OR

DISCREPANCIES. THIS COORDINATION SHALL BE PERFORMED BEFORE THE PROCUREMENT

OF MATERIALS AND/OR FABRICATION OF ANY PROJECT COMPONENTS.

3. ALL EXISTING DIMENSIONS AND CONDITIONS SHOWN ARE APPROXIMATE. THE

CONTRACTOR MUST FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS BEFORE

CONSTRUCTION AND FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL FILED

VERIFICATION.

4. ALL GRATING AND GRATING DIMENSIONS, LOCATIONS, AND ELEVATIONS ARE

APPROXIMATE. THE CONTRACTOR MUST FIELD VERIFY WITH THE EXISTING ALL GRATING

AND GRATING DIMENSIONS. THE CONTRACTOR IS RESPONSIBLE FOR ALL FIELD

VERIFICATION. THE CONTRACTOR MUST MODIFY AND ADJUST THE DESIGN AS NEED FOR

PROPER FIT, TO BY PASS OBSTRUCTIONS, AND TO REACH EXISTING CONTROL VALVES.

WHERE DIMENSIONS, LOCATIONS, AND ELEVATIONS CHANGE BY MORE THAN 4", THE

OWNER AND EOR SHALL BE NOTIFIED IN WRITING FOR APPROVAL.

5. MODIFICATIONS TO GRATING SHALL BE REQUIRED FOR EXISTING UTILITY LINES.

PENETRATIONS SHALL BE REQUIRED. THE CONTRACTOR SHALL FIELD VERIFY AND HAVE

GRATING DESIGNED AS REQUIRED FOR THESE LINES BEFORE FABRICATION.

6. MODIFICATIONS TO GUARD RAILS SHALL BE REQUIRED FOR EXISTING OBSTRUCTIONS. THE

CONTRACTOR SHALL FIELD VERIFY AND HAVE GUARDRAILS DESIGNED AS REQUIRED FOR

THESE OBSTRUCTIONS BEFORE FABRICATION.

7. WHERE THE SECTION IS SHOWN AND DETAILED, OTHER SECTIONS OF SIMILAR CONDITIONS

SHALL BE DETAILED THE SAME OR OPPOSITE HAND, WHETHER SPECIFICALLY NOTED OR

NOT.

8. ENGINEER'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. SUCH APPROVAL MAY

ALSO BE WITHHELD AT THE SOLE DISCRETION OF THE ENGINEER.

9. THE STRUCTURES HAVE BEEN DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE

FOLLOWING:

A. INTERNATIONAL BUILDING CODE (IBC) DATED 2015 PER UFC REQUIREMENTS.

B. AMERICAN INSTITUTE OF STEEL CONSTRUCTION 360 (ANSI/AISC 360-10) DATED 2010,

“SPECIFICATION FOR STEEL BUILDINGS” FOURTH PRINTING

C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION 341 (ANSI/AISC 341-10) DATED 2010,

“SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS” THIRD PRINTING

D. AMERICAN SOCIETY OF CIVIL ENGINEERS, "MINIMUM DESIGN LOADS FOR BUILDINGS

AND OTHER STRUCTURES," 2010 EDITION (ASCE 7-10)

E. UNIFIED FACILITIES CRITERIA, "STRUCTURAL ENGINEERING," 2013 EDITION (UFC

3-301-01)

10. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING REQUIRED TO

ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL PERMANENT SUPPORTS

AND LATERAL BRACING ARE IN PLACE.

11. DESIGN LOADS USED IN THE DESIGN OF THE STRUCTURAL SYSTEMS IN THIS PROJECT ARE

AS FOLLOWS:

A. RISK CATEGORY (PER IBC 2015): II

B. DEAD LOAD:

PLATFORM 20 psf

B. LIVE LOAD:

PLATFORM 60 psf

C. EXISTING BUILDING CURRENT ROOF SNOW LOAD:

GROUND SNOW LOAD 5 psf

SNOW EXPOSURE FACTOR 1.0

THERMAL FACTOR 1.0

FLAT ROOF SNOW LOAD 5 psf

RAIN-ON-SNOW LOAD 5 psf

IMPORTANCE FACTOR (I) 1

A. GENERAL:

GENERAL STRUCTURAL NOTES:

C. STEEL GRATING:

1. GRATINGS SHALL BE STEEL.

2. GRATING SHALL BE 1" MINIMUM IN DEPTH (UNO). SEE SPECIFICATIONS FOR ADDITIONAL

GRATING REQUIREMENTS. GRATING DESIGN BASIS IS MCNICHOLS GW 1" X 1/8" (BARS AT

1 3/16" CENTERS OR EQUIVALENT)

3. STEEL GRATING SHALL BE GALVANIZED STEEL. SEE SPECIFICATIONS FOR ADDITIONAL

GRATING REQUIREMENTS.

4. STEEL GRATING MUST BE ATTACHED TO SUPPORTS. ATTACHMENT SHALL BE WELDED ON

OR BOLTED ANCHORS BY GRATING MANUFACTURER. SEE SPECS FOR ADD'L REQS.

5. THE CONDITIONS AND DIMENSIONS SHOWN ON THESE CONTRACT DRAWINGS ARE

APPROXIMATE. FILED VERIFICATION SHALL BE REQUIRED FOR ALL GRATING BEFORE

CONSTRUCTION AND FABRICATION.

6. PENETRATIONS SHALL BE PROVIDED IN GRATING FOR EXISTING PIPES AND LINES. FIELD

VERIFICATION IS REQUIRED FOR LOCATION AND SIZES.

B. STRUCTURAL STEEL:

1. STRUCTURAL STEEL FOR THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH THE

FOURTEENTH EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

"STEEL CONSTRUCTION MANUAL," USING ALLOWABLE STRENGTH.

2. STRUCTURAL STEEL SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS:

a. STRUCTURAL STEEL WIDE FLANGE SHAPES: ASTM A992, Fy = 50 ksi

b. OTHER STRUCTURAL STEEL SHAPES, PLATES, AND BARS: ASTM A36, Fy = 36 ksi

c. HOLLOW STRUCTURAL SECTIONS (HSS): ASTM A500

SQUARE AND RECTANGULAR HSS: GRADE B, Fy = 46 ksi

ROUND HSS: GRADE B, Fy = 42 ksi

d. STEEL PIPE: ASTM A53, GRADE B, TYPE E OR S, Fy = 35 ksi

e. ANCHOR RODS: ASTM F1554, Fy = 36 ksi

3. WELDING SHALL BE IN ACCORDANCE WITH AWS D.1, "STRUCTURAL WELDING CODE -

STEEL," LATEST EDITION. WELD ELECTRODES SHALL BE E70XX. PROVIDE 1/4" CONTINUOUS

FILLET WELDS UNLESS NOTED OTHERWISE.

4. EXPOSED METAL INCLUDING ALL METAL FABRICATIONS SHALL BE SHOP FABRICATED,

PRIMED, AND PAINTED ACCORDING TO SPECIFICATION SECTION 09 90 00 "PAINTS AND

COATINGS"

5. UNLESS NOTED OTHERWISE, ALL BEAM SHEAR CONNECTIONS SHALL BE MADE USING 3/4" Ø

A325 BOLTS, BEARING TYPE WITH THREADS EXCLUDED. UNLESS SHOWN OR DETAILED, ALL

GRAVITY ONLY BEAMS SHALL HAVE SIMPLE SHEAR CONNECTIONS DESIGNED TO SUPPORT

1/2 THE TOTAL FACTORED UNIFORM LOAD FOR THE SUPPORTED BEAM, ITS SPAN, AND ITS

GRADE OF STEEL AS SPECIFIED IN AISC ASD

AND

ARCHITECTURAL

BUILDING

BEAM

CENTER LINE

COLUMN

CONCRETE

CONTINUOUS

DIAMETER

DEAD LOAD

DOWEL

EACH END

EACH FACE

ELEVATION

EACH SIDE

EACH WAY

FEET

HOOK

HORIZONTAL

INCH

INTERIOR

KIPS

POUNDS

ARCH

BLDG

COL

CONC

CONT.

DIA.

D.L.

DWL

E.E.

E.F.

ELEV.

E.S.

E.W.

HORIZ.

INT.

K lb

LIVE LOADL.L.

LONG LEG HORIZONTALLLH

LONG LEG VERTICALLLV

MAXIMUMMAX.

MANUFACTURERMFR.

MINIMUMMIN.

MILES PER HOURmph

NEAR SIDEN.S.

NOT TO SCALEN.T.S.

ON CENTERO.C.

OPENINGOPN'G

PLATEPL

POUNDS PER SQUARE FOOTpsf

POUNDS PER SQUARE INCHpsi

REQUIREDREQ'D

SIMILARSIM.

STANDARDSTD

STEELSTL

TOP OFT/

TOP AND BOTTOMT&B

TYPICALTYP.

UNLESS NOTED OTHERWISEU.N.O.

VERTICALVERT.

WITHw/

WIND LOADW.L.

WORKING POINTW.P.

WEIGHTWT.

ABBREVIATION KEY

DIAMETERØ

1,000 POUNDS PER SQUARE INCHksi

BOTTOMBTM

FINISH FLOORF.F.

CLEARCLR.

DRAWINGDWG

EXTERIOREXT.

NOT APPLICABLEN/A

OPPOSITEOPP.

SQUARE FOOTS.F.

HEIGHTHT.

D. EXISTING BUILDING CURRENT WIND DESIGN CRITERIA:

EXPOSURE CATEGORY C

ULTIMATE WIND SPEED 115 mph

INTERNAL PRESSURE ±0.18

E. EXISTING BUILDING CURRENT SEISMIC DESIGN CRITERIA:

SPECTRAL RESPONSE ACCELERATION:

SS (SHORT PERIOD (0.2 SECOND)) = 0.152 g

S1 (LONG PERIOD (1.0 SECOND)) = 0.079 g

SDS = 0.162 g

SD1 = 0.126 g

12. ALL EXITING DIMENSIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD

VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION.

D. GUARD RAILS, TOE BOARDS, AND LADDERS:

1. GUARDRAILS AND LADDERS SHALL BE STEEL.

2. SEE SPECIFICATIONS FOR GUARDRAIL AND LADDER REQUIREMENTS.

3. THE CONDITIONS, DIMENSIONS, AND ELEVATIONS SHOWN ON THESE CONTRACT DRAWINGS

ARE APPROXIMATE. FIELD VERIFICATION SHALL BE REQUIRED FOR ALL LADDERS AND

GUARDRAILS BEFORE CONSTRUCTION AND FABRICATION.

4. EXISTING CONDITIONS MAY REQUIRED UNUSUAL GUARDRAIL START AND STOPS. FIELD

VERIFICATION IS REQUIRED FOR LOCATION AND SIZES.

5. OSHA APPROVED GUARDRAILS WITH TOE BOARDS / KICK PLATES SHALL BE REQUIRED AROUND

ALL NEW PLATFORMS GREATER THAN 4'-0" ABOVE ADJACENT VERTICAL SURFACES. THE S-500

SERIES DRAWINGS SHOW THE APPROXIMATE LOCATIONS. FIELD VERIFICATION IS REQUIRED.

6. LADDERS SHALL BE REQUIRED AS SHOWN ON CONTRACT DRAWINGS (SEE S-500 SERIES).

7. SAFETY CHAINS SHALL BE REQUIRED AT ALL GUARDRAIL BREAKS. INCLUDING AT LADDER

LOCATIONS.

8. ALL GUARDRAILS SHALL BE CONTINUIOUS AS REQUIRED TO MEET OSHA REQUIREMENTS.

WHERE NECESSARY, TIE NEW GUARD RAILS TO MATCH EXISTING.

9. ALL NEW GUARD RAILS AND TOE BOARDS SHALL BE PAINTED SAFETY YELLOW.

E. PHASING:

1. DURING CONSTRUCTION THE BLAST BAY MUST REMAIN IN OPERATION.

2. DURING CONSTRUCTION THE CONTRACTOR SHALL NOT BLOCK OR HINDER OPERATIONS.

THE CONTRACTOR MUST COORDINATE WITH THE OWNER AND FACILITY MANAGEMENT

ACCORDINGLY.

A. GENERAL (CONT):

EXISTINGEXIST.

APPROXIMATEAPPROX

EACHEA.

AutoCAD SHX Text 78th Civil Engineer Group

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

PLOT DATE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

ROBINS AIR FORCE BASE, GEORGIA

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text J

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text J

AutoCAD SHX Text

DESCRIPTION OF REVISION

AutoCAD SHX Text Sheet

AutoCAD SHX Text of

AutoCAD SHX Text

CHKD

AutoCAD SHX Text

PLATE NUMBER:

AutoCAD SHX Text

D SIZE ANSI BORDER

AutoCAD SHX Text

PLOT TIME:

AutoCAD SHX Text

PROJECT CODE:

AutoCAD SHX Text 78th CIVIL ENGINEER GROUP

AutoCAD SHX Text 20-Jul-17

AutoCAD SHX Text

1363.004 PLANS AND DETAILS 2017.04.20.DWG

AutoCAD SHX Text

1:44:47 PM

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

AutoCAD SHX Text 03/20/2017

AutoCAD SHX Text

PHASE 1 CONCEPT DWG

AutoCAD SHX Text

PGP

AutoCAD SHX Text

CAS

AutoCAD SHX Text

AutoCAD SHX Text 1363.004

AutoCAD SHX Text

20 MARCH

AutoCAD SHX Text

EXISTING & NEW CONDITIONS

U V

E R

U S

E I N

S T

A L L E

L O

U V

E R

A M

A G

E D

E M

O V

A L

W I L L

E P

L A

C E

O N

T R

A C

T O

X P

E N

S E

FF PAINT BAY

0'-0"

1'-6"MIN.

NEW 42" PIPE RAIL

EACH SIDE

NEW STEEL PLATFORM

3'X3' MATCH TOP OF GRATING

WITH CAP OVER GIRT IN MECH ROOM

SEE DETAIL

NEW STAIRS

(2) 7" R /12" T

W/ PIPE RAILING

SEE DETAIL

NEW LADDER FROM

PAINT BAY FLOOR TO

PLATFORM SEE DETAIL

NEW LADDER FROM FIRST TO SECOND

PLATFORM SEE DETAIL

40'-10 5

A R

L O

U V

E R

L L O

E M

O V

I N

S T

A L L A

T I O

A T

W A

E L

NIC

NO ACCESS

EXISTING ACCESS

HATCH ABOVE GROUND

FLOOR

NEW (2)

LOUVERED DOOR

SEE DETAIL

EDGE OF NEW PLATFORM

MATCH EXISTING WALL

ALL 3 NEW LEVELS

EDGE OF NEW PLATFORM

MATCH EXISTING GIRT

ALL 3 NEW LEVELS

TOP OF 1ST PLATFORM

15'-0" +/-

TOP OF PLATFORM

16'-2" +/-

CENTER ON LOUVER PANEL ADJACENT COLUMN

PROVIDE

" STEEL CHANNEL CAP

TO COVER

UPTURNED GIRT AT NEW DOOR

EDGE OF NEW PLATFORM

MATCH EXISTING STEEL ANGLE

ALL 3 NEW LEVELS

15'-0"±

EDGE OF NEW PLATFORM

MATCH EXISTING WALL

ALL 3 NEW LEVELS

180 ° SWINGING GATE

NEW LADDER DOWN TO FIRST

PLATFORM SEE DETAIL

NIC

NO ACCESS

EDGE OF NEW PLATFORM

MATCH EXISTING WALL

ALL 3 NEW LEVELS

EDGE OF NEW PLATFORM

MATCH EXISTING GIRT

ALL 3 NEW LEVELS

TOP OF 2ND

PLATFORM

26'-8" +/-

FF PAINT BAY

0'-0"

15'-0"±

LADDER UP TO THIRD

PLATFORM SEE DETAIL

EDGE OF NEW PLATFORM

MATCH EXISTING WALL

ALL 3 NEW LEVELS

RAILING SEE DETAIL

OPEN

180 ° SWINGING GATE

EDGE OF NEW PLATFORM

MATCH EXISTING STEEL ANGLE

ALL 3 NEW LEVELS

S100

P L A

T F

O R

L A

N S

R A

Y M

O N

C N

S T

I N

L A

T F

O R

U H

PLATFORM LEVEL 1 PLAN2

SCALE: 3/16"=1''-0"

KEY PLAN1

NTS

PAINT BAY

BLAST BAY

NIC

NO ACCESS

AREA OF WORK

PLATFORM LEVEL 2 PLAN3

SCALE: 3/16"=1''-0"

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text D

AutoCAD SHX Text J

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text %%uBLAST BAY

AutoCAD SHX Text %%uPAINT BAY

AutoCAD SHX Text

%%UMECH

AutoCAD SHX Text

ALCOVE

AutoCAD SHX Text

AutoCAD SHX Text S502

AutoCAD SHX Text

%%UPLATFORM 1

AutoCAD SHX Text S503

AutoCAD SHX Text

AutoCAD SHX Text S503

AutoCAD SHX Text

AutoCAD SHX Text S502

AutoCAD SHX Text

AutoCAD SHX Text S503

AutoCAD SHX Text

AutoCAD SHX Text %%uBLAST BAY

AutoCAD SHX Text %%uPAINT BAY

AutoCAD SHX Text

%%UMECH

AutoCAD SHX Text

ALCOVE

AutoCAD SHX Text

%%UPLATFORM 3

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text D

AutoCAD SHX Text J

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text %%uBLAST BAY

AutoCAD SHX Text %%uPAINT BAY

AutoCAD SHX Text

%%UMECH

AutoCAD SHX Text

ALCOVE

AutoCAD SHX Text

%%UPLATFORM 2

AutoCAD SHX Text S503

AutoCAD SHX Text

AutoCAD SHX Text S502

AutoCAD SHX Text

AutoCAD SHX Text S503

AutoCAD SHX Text

AutoCAD SHX Text S503

AutoCAD SHX Text

AutoCAD SHX Text 78th Civil Engineer Group

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

PLOT DATE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

ROBINS AIR FORCE BASE, GEORGIA

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text J

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text J

AutoCAD SHX Text

DESCRIPTION OF REVISION

AutoCAD SHX Text Sheet

AutoCAD SHX Text of

AutoCAD SHX Text

CHKD

AutoCAD SHX Text

PLATE NUMBER:

AutoCAD SHX Text

D SIZE ANSI BORDER

AutoCAD SHX Text

PLOT TIME:

AutoCAD SHX Text

PROJECT CODE:

AutoCAD SHX Text 78th CIVIL ENGINEER GROUP

AutoCAD SHX Text 20-Jul-17

AutoCAD SHX Text

1363.004 PLANS AND DETAILS 2017.04.20.DWG

AutoCAD SHX Text

1:44:52 PM

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

AutoCAD SHX Text 03/20/2017

AutoCAD SHX Text

PHASE 1 CONCEPT DWG

AutoCAD SHX Text

PGP

AutoCAD SHX Text

CAS

AutoCAD SHX Text

AutoCAD SHX Text 1363.004

AutoCAD SHX Text

20 MARCH

AutoCAD SHX Text

EXISTING & NEW CONDITIONS

NIC

NO ACCESS

EDGE OF NEW PLATFORM

MATCH EXISTING WALL

ALL 3 NEW LEVELS

EDGE OF NEW PLATFORM

MATCH EXISTING GIRT

ALL 3 NEW LEVELS

TOP OF 3RD

PLATFORM

36'-10" +/-

CENTER ON LOUVER PANEL ADJACENT COLUMN

FF PAINT BAY

0'-0"

LADDER FROM THIRD DOWN TO 2ND

PLATFORM SEE DETAIL

EDGE OF NEW PLATFORM

MATCH EXISTING STEEL ANGLE

ALL 3 NEW LEVELS

EDGE OF NEW PLATFORM

MATCH EXISTING WALL

ALL 3 NEW LEVELS

180 ° SWINGING GATE

OPEN

S101

P L A

T F

O R

L A

R A

Y M

O N

C N

S T

I N

L A

T F

O R

U H

PLATFORM LEVEL 3 PLAN2

SCALE: 3/16"=1''-0"

KEY PLAN1

NTS

PAINT BAY

BLAST BAY

NIC

NO ACCESS

AREA OF WORK

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text D

AutoCAD SHX Text J

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text %%uBLAST BAY

AutoCAD SHX Text %%uPAINT BAY

AutoCAD SHX Text

%%UMECH

AutoCAD SHX Text

ALCOVE

AutoCAD SHX Text

AutoCAD SHX Text S502

AutoCAD SHX Text

%%UPLATFORM 3

AutoCAD SHX Text S503

AutoCAD SHX Text

AutoCAD SHX Text S503

AutoCAD SHX Text

AutoCAD SHX Text S503

AutoCAD SHX Text

AutoCAD SHX Text %%uBLAST BAY

AutoCAD SHX Text %%uPAINT BAY

AutoCAD SHX Text

%%UMECH

AutoCAD SHX Text

ALCOVE

AutoCAD SHX Text

%%UPLATFORM 3

AutoCAD SHX Text 78th Civil Engineer Group

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

PLOT DATE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

ROBINS AIR FORCE BASE, GEORGIA

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text J

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text J

AutoCAD SHX Text

DESCRIPTION OF REVISION

AutoCAD SHX Text Sheet

AutoCAD SHX Text of

AutoCAD SHX Text

CHKD

AutoCAD SHX Text

PLATE NUMBER:

AutoCAD SHX Text

D SIZE ANSI BORDER

AutoCAD SHX Text

PLOT TIME:

AutoCAD SHX Text

PROJECT CODE:

AutoCAD SHX Text 78th CIVIL ENGINEER GROUP

AutoCAD SHX Text 20-Jul-17

AutoCAD SHX Text

1363.004 PLANS AND DETAILS 2017.04.20.DWG

AutoCAD SHX Text

1:44:57 PM

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

AutoCAD SHX Text 03/20/2017

AutoCAD SHX Text

PHASE 1 CONCEPT DWG

AutoCAD SHX Text

PGP

AutoCAD SHX Text

CAS

AutoCAD SHX Text

AutoCAD SHX Text 1363.004

AutoCAD SHX Text

20 MARCH

AutoCAD SHX Text

EXISTING & NEW CONDITIONS

PAINT BAY

EXISTING LIGHT

GAGE FRAMED

WALL W. 5/8"

GYPSUM WALL

SHEATHING

EACH SIDE.

EXISTING

LOUVERED

LIGHT-GAGE

WALL

EXISTING

CMU WALL

HSS 5x5x

EXISTING

COLUMN

EXISTING

LATERAL

BRACING

BLAST BAY

EXISTING

FLOOR/CEILING

PAINT BAY

W10x15

HSS 5x5x

C6x10.5

1" STEEL GRATING

EXISTING

CMU WALL

TYPICAL PLATFORM

HSS 5x5x

C12x20.7 EACH SIDE

3'-1"±

11'-7"±

10'-1"±

TOP OF CMU WALL

11'-4"± ABOVE F.F.

BLAST BAY

NOTE: PAINT BAY & BLAST

BAY WALLS NOT SHOWN

FOR CLARITY

4'-0"

GALV.

AIRCRAFT

CABLE

5" X

" KICK

PLATE

EXISTING METAL

BUILDING COLUMN

EXISTING

FLOOR/CEILING

1" x

" BAR GRATINGC6x10.5 (TYP)

L4x4x

(TYP)

W10X15

4'-4" 4'-4"± 4'-4"

HSS 5x5x

" HSS 5x5x

L3X2X

" (TYP)

2 - C6x10.5

(TYP)

5"x

" KICK PLATE

(PAINT BAY SIDE)

TYP

S102

E X

I S

T I N

O N

D I T

I O

L A

T F

R A

Y M

O N

C N

S T

I N

L A

T F

O R

U H

PLATFORM FRAMING2

SCALE: 1/4":1'

EXISTING CONDITIONS1

SCALE: 1/4":1'

TYP. PLATFORM DETAIL3

S102 SCALE: 1/4":1'

PLATFORM

LEVEL 3

PLATFORM

LEVEL 2

PLATFORM

LEVEL 1

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text S102

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text S501

AutoCAD SHX Text

AutoCAD SHX Text S501

AutoCAD SHX Text

AutoCAD SHX Text S501

AutoCAD SHX Text

AutoCAD SHX Text S501

AutoCAD SHX Text

AutoCAD SHX Text 78th Civil Engineer Group

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

PLOT DATE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

ROBINS AIR FORCE BASE, GEORGIA

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text J

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text J

AutoCAD SHX Text

DESCRIPTION OF REVISION

AutoCAD SHX Text Sheet

AutoCAD SHX Text of

AutoCAD SHX Text

CHKD

AutoCAD SHX Text

PLATE NUMBER:

AutoCAD SHX Text

D SIZE ANSI BORDER

AutoCAD SHX Text

PLOT TIME:

AutoCAD SHX Text

PROJECT CODE:

AutoCAD SHX Text 78th CIVIL ENGINEER GROUP

AutoCAD SHX Text 20-Jul-17

AutoCAD SHX Text

1363.004 PLANS AND DETAILS 2017.04.20.DWG

AutoCAD SHX Text

1:45:02 PM

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text

AutoCAD SHX Text 03/20/2017

AutoCAD SHX Text

PHASE 1 CONCEPT DWG

AutoCAD SHX Text

PGP

AutoCAD SHX Text

CAS

AutoCAD SHX Text

AutoCAD SHX Text 1363.004

AutoCAD SHX Text

20 MARCH

AutoCAD SHX Text

EXISTING & NEW CONDITIONS

S501

3 2

EXISTING METAL BUILDING COLUMN

1" X

STEEL BAR

GRATING

C6x10.5

W X

C X

W X

C X

HSS 2X2X

" RAIL POST @ 4'-0" O.C. MAX.

EXISTING METAL

BUILDING COLUMN

EXISTING LATERAL BRACING

EXISTING CMU WALL

S501

3 2

EXISTING METAL BUILDING COLUMN

NEW HSS

5x5x

COLUMN

1" X

STEEL BAR

G…

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 Dec 30, 2023.