Drawings_JCUU_14-1200.pdf

PDF 5 MB Posted Jul 2, 2018

Attached to: Rec Camp Storage Shed Federal contract opportunity
Solicitation number: FA303018Q0016
Issued by: Department of the Air Force Air Education and Training Command

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Other files for this federal contract opportunity

Other files attached to Rec Camp Storage Shed, newest first.
File	Type	Posted
topt-Rec_Camp_1979.pdf	PDF	Jul 13, 2018
Original_Elevation.pdf	PDF	Jul 13, 2018
Site_Visit_Questions_and_Answers.pdf	PDF	Jul 13, 2018
FA303018Q0016_Amend_1_Rec_Camp_Storage_Shed_(2).pdf	PDF	Jul 2, 2018
Statement_of_Work_JCUU_14-1200_17MAY18.pdf	PDF	Jun 29, 2018
FA303018Q0016_Solicitation_Rec_Camp_Storage_Shed.pdf	PDF	Jun 29, 2018
NAF_Payment_Instructions.pdf	PDF	Jun 29, 2018
SKGE_Geotechncial_Report_(WT_3746629).pdf	PDF	Jun 29, 2018
Form_66_REC_CAMP_STORAGE_FACILITY_(17MAY18).pdf	PDF	Jun 29, 2018
FY18_SPP_Accounting_Instructions_Final_(2)_Small_Projects.pdf	PDF	Jun 29, 2018
Wage_Determination_TX336.pdf	PDF	Jun 29, 2018

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SCALE IN FEET

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RV Sites

Sand Court

L a k e

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Office

Pool

Boat Ramp

Existi ng Boat S torag e

Boat D ocks

M aint.

South Concho Drive

Parking Area

RV Pads

Playgrnd

Playgrnd Playground

RV Pads

K nickerbocker Road

Rest-

Room s

Tennis C ourt

BB Court

Pavilio n

CABINS

RV Sites

(To Rem ain

Gazebo

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Existi ng Patio

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Existi ng Patio

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Existi ng Fence

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D R

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TWIN BUTTES

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RESERVOIR

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NASWORTHY

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LAKE

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U.S. HWY. 277

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U.S. HWY. 87 & LOOP 306

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KNICKERBOCKER RD.

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OLD BALLINGER HWY.

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U.S. HWY.

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HARTE

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O.C. FISHER LAKE

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CHAD

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BRYANT BLVD.

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LOOP 306

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F.M. HWY. 2105

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HWY.

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F.M. HWY. 1223

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FELLOW

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AIR

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FORCE

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ANGELO

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STATE UNIV.

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ARDEN RD.

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F.M. HWY.

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U.S. HWY. 67

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FIELD

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MUNICIPAL

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SOUTH

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RIVER

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CONCHO

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CONCHO

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RIVER

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BOCKER

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AVE. N

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HARTE XPWY

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CHADBOURNE ST.

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U.S. HWY. 87

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NORTH

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ARMSTRONG ST. S.H. 208

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SAN ANGELO

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COLISEUM

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MAIN

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PAINT ROCK RD.

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SOUTH

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CONCHO

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RIVER

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THE CITY OF SAN ANGELO, TEXAS

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GARD ST.

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SHERWOOD WAY

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STON

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BELL STREET

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F.M. HWY. 2105

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U.S. HWY.

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HUGHES ST.

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LOOP 306

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MATHIS

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AIRPORT

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KNICKER

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ROAD

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HWY.

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GOOD-

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BASE

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LOOP 306

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U.S. HWY.

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LOOP 306

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(U.S. HWY. 87)

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BOURNE

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ST.

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U.S. HWY.

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U.S. HWY. 67

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BEAURE

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ST.

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HOUSTON

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XPWY

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PROSPECTIVE OFFERERS MAY ONLY CONTACT THE BASE CONTRACTING OFFICE 17 CONS/LGCA,

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210 SCHERTZ BLVD. GOODFELLOW AIR FORCE BASE, TEXAS 76908-4122, 325-654-5174 FOR

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ANY AND ALL INFORMATION WITH REGARDS TO THIS SOLICITATION.

AutoCAD SHX Text ALL WORK IS NEW UNLESS OTHERWISE INDICATED TO BE "EXISTING" OR "REUSED" OR "RELOCATED."

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THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.

AutoCAD SHX Text THE CONTRACTOR SHALL INITIATE AND PROCESS FOR APPROVAL AF FORM #103 "WORK CLEARANCE

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REQUEST" FOR THE CONTRACTING OFFICER PRIOR TO PERFORMANCE OF ON-SITE WORK.

AutoCAD SHX Text LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY EXACT

AutoCAD SHX Text LOCATIONS PRIOR TO EXCAVATION OR TRENCHING. IT SHALL BE THE RESPONSIBILITY OF THE

AutoCAD SHX Text CONTRACTOR TO LOCATE SERVICE LINES AS REQUIRED FOR CONSTRUCTION FOR THIS PROJECT.

AutoCAD SHX Text THE CONTRACTOR SHALL HAND DIG WITHIN (2) FEET EITHER SIDE OF UTILITY CROSSING UNTIL THE

AutoCAD SHX Text UTILITY IS PHYSICALLY EXPOSED, PRIOR TO PERFORMING MECHANICAL TRENCHING OR EXCAVATING.

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PROVIDE NEW TOPSOIL AND SEEDING IN ALL AREAS WHERE DISTURBED OR DAMAGED BY

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CONSTRUCTION ACTIVITIES.

AutoCAD SHX Text PROSPECTIVE OFFERERS ARE HIGHLY ENCOURAGED TO ATTEND THE SCHEDULED PRE-PROPOSAL SITE

AutoCAD SHX Text VISIT TO THOROUGHLY FAMILIARIZE THEMSELVES WITH ANY AND ALL EXISTING SITE AND PROJECT LOCATION

AutoCAD SHX Text CONDITIONS WHICH MAY AFFECT THE WORK UNDER THIS CONTRACT. THE GOVERNMENT SHALL NOT BE

AutoCAD SHX Text RESPONSIBLE FOR CONTRACTOR ERRORS OR OMISSIONS WHICH COULD BE MADE KNOWN BY ATTENDING

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A SCHEDULED SITE VISIT.

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THE CONTRACTOR SHALL COORDINATE ANY COMMUNICATIONS WORK WITH THE GOODFELLOW AFB

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COMMUNICATIONS SQUADRON AT 325-654-3010.

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GENERAL NOTES

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RECOMMENDED (BCE)

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CHIEF OF OPERATIONS

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REC CAMP

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PROJECT MANAGER

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PROGRAM MANAGEMENT

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PROGRAM DEVELOPMENT

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COMMUNICATIONS

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ASSET MANAGEMENT

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SUBMITTED (PROGRAMS CHIEF)

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BIO-ENVIRONMENTAL OFFICER

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SECURITY FORCES

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SAFETY

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FIRE CHIEF

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SIGNATURE

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DATE

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NAF

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PROJECT NUMBER:

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PROJECT NAME:

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GOODFELLOW AIR FORCE BASE

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MAIN OFFICE (325) 944 1012

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SAN ANGELO, TEXAS

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CONSTRUCT NEW REC CAMP

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JCUU - 14-1200

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GOODFELLOW AIR FORCE BASE, TEXAS

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PROJECT TITLE

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AutoCAD SHX Text Designed by: GOODFELLOW AFB

AutoCAD SHX Text Drawn by: ALEXANDER WRIGHT PROJECT MANAGER

AutoCAD SHX Text Reviewed by: RON TREPANIER

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REVISIONS

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COVER SHEET

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SHEET TITLE

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SEQ.

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SHEET

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CS-1

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JCUU 14-1200

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REC CAMP STORAGE FACILITY

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ASBESTOS CONTAINING MATERIAL [ACM]

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AND LEAD BASED PAINT [LBP] STATEMENT

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AutoCAD SHX Text This facility contains ACM/LBP materials.

AutoCAD SHX Text This facility contains ACM/LBP materials that will be

AutoCAD SHX Text left in place for this project.

AutoCAD SHX Text This facility contains ACM/LBP materials that will be X

AutoCAD SHX Text removed by the Air Force.

AutoCAD SHX Text This facility contains ACM/LBP materials that will be

AutoCAD SHX Text removed by an ACM/LBP removal contractor.

AutoCAD SHX Text This facility contains ACM/LBP materials that will be

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AutoCAD SHX Text This facility does not contains ACM/LBP materials.

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JCUU - 14-1200

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REC CAMP

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PROJECT SITE

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CONTRACTOR STORAGE AND LAY DOWN AREA 50 BY 50 FT

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NOT FOR CONSTRUCTION

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2. CONTRACTOR SHALL PROVIDE STORAGE AND LAY DOWN AREA WITH A TEMPORARY FREESTANDING FENCE SURROUNDING, WITH LOCKING GATE.

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STORAGE FACILITY

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CONSTRUCT NEW

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SOUTH ENTRANCE TO REC CAMP (325) 944 1012

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3. CONTRACTOR SHALL PROVIDE CONSTRUCTION SITE WITH A TEMPORARY FREESTANDING FENCE SURROUNDING, WITH LOCKING GATE.

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4. SECURITY FORCES PHONE NUMBER: 325 654 3504

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5. FIRE DEPARTMENT PHONE NUMBER: 325 654 3532

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GF PP-16 (3472480.121 N, 358750.993 E, 570.976 ELEV.

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GF PP-18 (3472228.154 N, 358612.681 E, 573.481 ELEV.

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GF PP-19 (3472306.931 N, 358414.87 E, 573.457 ELEV.

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GF PP-17 (3472186.009 N, 358796.529 E, 572.556 ELEV.

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1. CONTRACTOR SHALL PROVIDE ALL ROUGH IN, ELECTRIC, AND PLUMBING DRAWINGS ONLY SHOW ELECTRIC AND PLUMBING FIXTURE LOCATIONS COMPLY WITH INTERNATIONAL BUILDING CODE, NEC, AND PLUMBING CODE.

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13 MARCH 2018

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CONTRACTOR STORAGE AND LAY DOWN AREA 80 BY 30 FT

Sand

L k e s w o r t h y

Office

Boat Ramp

Boat D ocks

M aint.

RV Pads

Playground

RV Pads

Rest-

Room s

CABINS

Gazebo

(To Rem ain

Existi ng Patio

CONTRACTOR

LAYDOWN AREA

A W

A R

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NOT TO SCALE

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LOCALIZED AREA PLAN

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CS2

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CS2

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MISCELLANEOUS

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CONC. MASONRY UNIT

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CABINET

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BOTTOM

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CEILING

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CORRIDOR

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CONTINUOUS

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COORDINATE

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CONCRETE

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CERAMIC TILE

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CORR

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CMU

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CONT.

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COORD

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CER TILE

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CLG

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CONC.

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CAB

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BOT

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BITUMINOUS

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BENCH MARK

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BLOCKING

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BLOCK

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ADJUSTABLE

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TYPICAL ABBREVIATIONS

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ABOVE FINISH FLOOR

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ACOUSTIC INSULATION

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ADJ.

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BLK

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BLKG

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AFF

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BITUM

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ACOUS. INSUL.

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FIRE EXTINGUISHER CABINET

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GYP BD.

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GALV

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FIN FLR

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FIN

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FLOUR.

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EXT.

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FEC

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HOLLOW METAL

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GYPSUM BOARD

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GALVANIZED

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FINISH FLOOR

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FINISH

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FLOURESCENT

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EXTERIOR

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PSI

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SQUARE INCH

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POUNDS PER

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DET

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EXIST.

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ELEC

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DWG

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DIM

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DIST

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DEMO

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DETAIL

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DIMENSION

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EXISTING

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ELECTRIC(AL)

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DRAWING

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DISTANCE

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DEMOLITION

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LAV

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MISC.

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PROT.

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MTL.

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MAINT

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INSUL

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LAVATORY

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METAL

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MAINTENANCE

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PROTECTION

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ON CENTER EACH WAY

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INSULATION

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[WHERE APPLICABLE]

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ATTENUATING

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ATTEN.

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ACCORDANCE

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ACCORD.

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ADDITION

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ADDTN.

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ALUMINUM

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ALUM.

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CONFERENCE

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CONF.

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CEMENTITIOUS BOARD

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CEM. BD.

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COLUMN

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COL.

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EACH

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EXT. CAB.

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EXTINGUISHER CABINET

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EQUAL

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EACH WAY

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EXP. JT.

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EXPANSION JOINT

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ELECTRIC WATER COOLER

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FLOOR DRAIN

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FLR.

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FLOOR

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FLR. E.J.

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FLOOR EXPANSION JOINT

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FURR'G

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FURRING

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HANDICAPPED

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HDWD.

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HARDWOOD

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HORIZ.

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HORIZONTAL

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MECH.

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MECHANICAL

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MPE

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MECHANICAL-PLUMBING-

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MINIMUM

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MIN.

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MTD.

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MOUNTED

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MANUFACTURED

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MFRD.

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MAX.

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MAXIMUM

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ELECTRICAL

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PLATE

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PLY'WD

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PLYWOOD

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PLBG.

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PLUMBING

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GA.

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GAUGE

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GFE

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GOVERNMENT FURNISH

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EQUIPMENT

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ON CENTER

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OPNG.

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OPENING

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ORIG. BLDG.

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ORIGINAL BUILDING

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RAISED ACCESS FLOOR

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PROJ. MNT.

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PROJECTOR MOUNT

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REF.

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REFERENCE

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RM.

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ROOM

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SCTN.

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SECTION

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SCW

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SOLID CORE WOOD

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STAINLESS STEEL

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STL.

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STEEL

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SCHED.

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SCHEDULE

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SPEC.

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SPECIFICATION

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RESIL.

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RESILIENT

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STRUCT.

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STRUCTURE

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SUSP. GRID

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SUSPENDED GRID

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CLG. SYS.

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CEILING SYSTEM

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THICK

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THK.

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TYPICAL

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TYP.

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TYPICAL MARKER/TACK

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TYP. MRKR./

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TACK BD.

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BOARD

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UNC.

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UNCASED

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WD.

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WOOD

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VINYL WALL COVERING

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UNITED STATES GYPSUM

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VINYL COMPOSITION TILE

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VERT.

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VERTICAL

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WDW.

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WINDOW

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WITH

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W/MFR'S

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WITH MANUFACTURER'S

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WELDED WIRE FABRIC

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DIAMETER

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WHERE TAKEN

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SHEET NUMBER

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SHEET NUMBER

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WHERE DRAWN

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PLAN, SECTION,

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DETAIL NUMBER

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SECTION REFERENCE KEY

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ENLARGED PLAN OR EDTAIL REFERENCE

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DRAWING REFERENCE KEY

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LEGEND:

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INDEX OF DRAWINGS:

AutoCAD SHX Text PRIVATIZED ELECTRICAL UTILITY SYSTEMS: CONCHO VALLEY ELECTRIC COOP NORTH COMPANY IS THE UTILITY OWNER AND SOLE PROVIDER OF THE ELECTRICAL DISTRIBUTION UTILITY SYSTEM AT GOODFELLOW AIR FORCE BASE REC CAMP, TEXAS. NEWLY PROVIDED SYSTEM INFRASTRUCTURE AND/OR MODIFICATIONS OF OR CONNECTIONS TO THE EXISTING SYSTEM INFRAISTRUCTURE IDENTIIFIED IN THE SPECIFICATIONS AND/OR DRWAINGS MUST BE COORDINATED WITH THE UTILITY OWNER PRIOR TO THE CONTRACT START DATE. TO CONNECT FACILITIES, THE CONSTRUCTION CONTRACTOR SHALL REQUEST THAT THE UTILITY OWNER PROVIDE THE REQUIRED CONNECTING FACILITIES, UP TO A POINT OF DEMARCATION WHICH INCLUDES ALL TERMINATIONS AT THE TRANSFORMER. ALL WORK ON THE SYSTEM OR FACILLITIES EXPECTED TO CONNECT TO THE SYSTEM SHALL COMPLY WITH THE UTILITY OWNER'S SPECIFICATIONS AND CONSTRUCTION STANDARDS. IN NO EVENT SHALL THE CONSTRUCTION CONTRACTOR CONNECT TO, OR OTHERWISE TOUCH THE UTILITY OWNER'S INFRASTRUCURE WITHOUT THE UTILITY OWNER'S EXPRESS WRITTEN PERMISSION. THE UTILITY OWNER: CONTACT VIA: CONCHO VALLEY ELECTRIC COOP 2530 PULLIAM STREET SAN ANGELO, TX 76905 PHONE: 325-655-6957 ARCHITECT / ENGINEER RESPONSIBILITIES: 1. SITE PLAN WITH ADJACENT STREETS OR LANDMARKS IDENTIFIED. SITE PLAN WITH ADJACENT STREETS OR LANDMARKS IDENTIFIED. 2. BUILDING PLAN SHEETS WITH THE FOLLOWING INFORMATION: BUILDING PLAN SHEETS WITH THE FOLLOWING INFORMATION: A. LOCATION OF SERVICE ENTRANCE B. SQUARE FOOTAGE OF BUILDING SPACE WITH THE TYPE OF LOAD TO BE SERVED. C. ELECTRICAL PANEL SCHEDULE D. PROPOSED LOCATION OF OTHER UTILITY ROUTES AND ENTRANCES. 3. LOAD DEMAND INFORMATION FROM EXISTING SIMILAR BUILDINGS. LOAD DEMAND INFORMATION FROM EXISTING SIMILAR BUILDINGS. 4. SCHEDULE OF WORK. SCHEDULE OF WORK. CONTRACTOR / BUILDER RESPONSIBILITIES: 1. CONTACT NAMES AND NUMBERS UPON ARRIVAL AT THE SITE. CONTACT NAMES AND NUMBERS UPON ARRIVAL AT THE SITE. 2. PROVIDE SECONDARY CABLE TERMINALS. PROVIDE SECONDARY CABLE TERMINALS. 3. PRIMARY CONDUIT DITCH COMPACTION IF REQUIRED. PRIMARY CONDUIT DITCH COMPACTION IF REQUIRED. 4. ASPHALT AND/OR CONCRETE CUT AND REPAIR IF REQUIRED. ASPHALT AND/OR CONCRETE CUT AND REPAIR IF REQUIRED. 5. LOCATION OF OTHER UTILITY LINES INSTALLED DURING THIS CONSTRUCTION. LOCATION OF OTHER UTILITY LINES INSTALLED DURING THIS CONSTRUCTION. CONSTRUCTION NOTES: 1. NEW PANEL WILL BE SIZED APPROPRIATELY TO BUILDING LOAD AND INSTALLED BY CONTRACTOR IN NEW STORAGE BUILDING. NEW PANEL WILL BE SIZED APPROPRIATELY TO BUILDING LOAD AND INSTALLED BY CONTRACTOR IN NEW STORAGE BUILDING. 2. WATER SUPPLY WILL BE EXTENDED UNDERGROUND FROM NEARBY SPIGOT TO SE CORNER OF NEW BUILDING, AND WILL WATER SUPPLY WILL BE EXTENDED UNDERGROUND FROM NEARBY SPIGOT TO SE CORNER OF NEW BUILDING, AND WILL TERMINATE IN A HOSE BIB CONNECTION AT THE SE CORNER OF THE NEW BUILDING LEAN-TO. 3. CURRENT BUILDING AND PAD WILL BE DEMOLISHED AND REMOVED BY THE AIR FORCE PRIOR TO CONTRACTOR MOBILIZATION. CURRENT BUILDING AND PAD WILL BE DEMOLISHED AND REMOVED BY THE AIR FORCE PRIOR TO CONTRACTOR MOBILIZATION. 4. OLD COLD STORAGE CONTAINER LOCATED DIRECTLY EAST OF CURRENT BUILDING WILL BE REMOVED PRIOR TO CONTRACTOR OLD COLD STORAGE CONTAINER LOCATED DIRECTLY EAST OF CURRENT BUILDING WILL BE REMOVED PRIOR TO CONTRACTOR MOBILIZATION.

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01 CS-01

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COVER SHEET

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ABREVIATIONS INDEX OF DRAWINGS & LOCALIZED SITE PLAN

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GENERAL NOTES, STAGING, COORDINATION, AND SAFETY

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ELECTRICAL PLAN AND POWER CONNECTION DETAIL

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PROJECT TITLE

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AutoCAD SHX Text Designed by: GOODFELLOW AFB

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ABREVIATIONS, INDEX OF DRAW-

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INGS AND LOCALIZED SITE PLAN

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AutoCAD SHX Text Drawn by: ALEXANDER WRIGHT PROJECT MANAGER

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JCUU 14-1200

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SITE

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SITE PLAN - NEW CONSTRUCTION AND GRADING PLAN

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GOODFELLOW AIR FORCE BASE, TEXAS

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REC CAMP STORAGE FACILITY

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JCUU - 14-1200

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CONSTRUCT NEW

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13 MARCH 2018

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AutoCAD SHX Text A. GENERAL NOTES 1. CONSTRUCTION ACCESS TO THE SITE SHALL BE THROUGH THE EXISTING GATE LOCATED ON CONCHO DRIVE. HOURS OF OPERATION ARE FROM 6:00 A.M. TO 6:00 P.M. MONDAY THROUGH FRIDAY. 2. CONTRACTORS SHALL KEEP ALL PUBLIC ROADS AND STREETS CLEAN OF CONSTRUCTION DEBRIS, MUD, ETC. AT ALL TIMES. CONTRACTOR SHALL PROVIDE EQUIPMENT AND PERSONNEL TO CLEAN ANY STREETS AS REQUESTED BY 17CES. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS TO STREETS, PARKING AREAS AND BASE OR GOVERNMENT PROPERTY DAMAGED FROM THEIR CONSTRUCTION ACTIVITIES. 3. CONTRACTORS SHALL MAINTAIN A CONSTRUCTION SITE NEAT AND CLEAN OF DEBRIS AS DIRECTED BY CONTRACTING OFFICER. CONTRACTOR WASTE DUMPSTERS SHALL BE EMPTIED ON A REGULAR BASIS. B. STAGING NOTES 1. CONTRACTOR SHALL INSTALL AND MAINTAIN A TEMPORARY CONSTRUCTION CHAIN LINK FENCE, 6 CONTRACTOR SHALL INSTALL AND MAINTAIN A TEMPORARY CONSTRUCTION CHAIN LINK FENCE, 6 FEET HIGH, AROUND THE LIMITS OF WORK NOT INCLUDING THE CONSTRUCTION ACCESS ROAD. COORDINATE CHAIN AND PADLOCKS ON GATES WITH GOODFELLOW FIRE DEPARTMENT. EACH GATE SHALL BE NUMBERED FOR EMERGENCY ACCESS, SHALL HAVE ENTRY/EGRESS SIGNAGE AND AREA LIGHTING. CONTRACTORS SHALL MAINTAIN FIRE ACCESS THROUGH EACH INDIVIDUAL CONSTRUCTION SITE AT ALL TIMES. 2. TRUCK WASHOUT AREA SHALL BE CONSTRUCTED, MAINTAINED AND CLEANED IN ACCORDANCE WITH TRUCK WASHOUT AREA SHALL BE CONSTRUCTED, MAINTAINED AND CLEANED IN ACCORDANCE WITH TCEQ REGULATIONS. PROVIDE DETAILS AND MAINTENANCE PLAN AS PART OF THE STORMWATER POLLUTION PREVENTION PLAN. STORMWATER PERMITS ARE REQUIRED PRIOR TO THE START OF CONSTRUCTION. 3. ALL CONTRACTORS SHALL STOCKPILE REQUIRED MATERIALS AND EQUIPMENT WITHIN LIMITS OF ALL CONTRACTORS SHALL STOCKPILE REQUIRED MATERIALS AND EQUIPMENT WITHIN LIMITS OF RESPECTIVE PROJECT AREAS OR STAGING AREA AS INDICATED ON THE DRAWINGS. 4. CONTRACTOR SHALL CONNECT TO EXISTING OR NEW FIRE HYDRANTS FOR TEMPORARY CONTRACTOR SHALL CONNECT TO EXISTING OR NEW FIRE HYDRANTS FOR TEMPORARY CONSTRUCTION WATER. INSTALL QUICK DISCONNECT, BACK FLOW PREVENTER AND SHUT-OFF VALVE ON 2 1/2" HOSE CONNECTION ONLY. PRIOR TO MAKING ANY CONNECTIONS TO BASE WATER SYSTEMS, THE CONTRACTOR MUST NOTIFY AND COORDINATE WITH 17CES. A FIRE PLUG USAGE PERMIT IS REQUIRED AND USAGE SHALL BE METERED AT ALL TIMES. 5. ALL TEMPORARY ELECTRIC POWER FACILITIES SHALL MEET OR EXCEED NESC AND NEC ALL TEMPORARY ELECTRIC POWER FACILITIES SHALL MEET OR EXCEED NESC AND NEC REQUIREMENTS AS APPLICABLE FOR PRIMARY AND SECONDARY FACILITIES. C. ACCESS AND VEHICLE PARKING 1. ACCESS TO THE PROJECT FOR ALL CONSTRUCTION PERSONNEL, VEHICLES AND EQUIPMENT IS ACCESS TO THE PROJECT FOR ALL CONSTRUCTION PERSONNEL, VEHICLES AND EQUIPMENT IS ILLUSTRATED ON THE STAGING/LAYDOWN AND ACCESS PLAN. ACCESS ROUTES MAY BE SUBJECT TO CHANGE BASED ON OPERATIONAL REQUIREMENTS. POTENTIAL SCHEDULE IMPACTS SHALL BE COORDINATED WITH 17CES. 2. LOCATION OF ACCESS/ HAUL ROADS ARE AS INDICATED ON THE STAGING/LAYDOWN AND ACCESS LOCATION OF ACCESS/ HAUL ROADS ARE AS INDICATED ON THE STAGING/LAYDOWN AND ACCESS PLAN. 3. ALL HAUL ROADS SHALL BE MAINTAINED SUCH THAT UNOBSTRUCTED ACCESS WILL BE PROVIDED ALL HAUL ROADS SHALL BE MAINTAINED SUCH THAT UNOBSTRUCTED ACCESS WILL BE PROVIDED AT ALL TIMES FROM THE ROAD TO THE STAGING AREA AND FROM THE STAGING AREA TO THE WORK SITE AND FACILITATE GOVERNMENT ACCESS TO THE BASE AT ALL TIMES. THE MAINTENANCE OF HAUL ROADS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. THE HAUL ROAD LOCATIONS SHALL BE AS INDICATED ON THE STAGING/LAYDOWN AND ACCESS PLAN OR BY 17CES. 4. CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE PROJECT IN A MANNER THAT CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE PROJECT IN A MANNER THAT ALLOWS EMERGENCY ACCESS TO ALL EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAYS TO EMERGENCY VEHICLES RESPONSE TIME. 5. ALL CONTRACTOR VEHICLES AND PERSONNEL MAY BE SEARCHED BY SECURITY FORCES WHEN ALL CONTRACTOR VEHICLES AND PERSONNEL MAY BE SEARCHED BY SECURITY FORCES WHEN ENTERING THE BASE AND MAY EXPERIENCE DELAYS. ALL PERSONNEL ENTERING GOODFELLOW A.F.B. MUST HAVE A VALID PHOTO ID PER BASE SECURITY REQUIREMENTS. ALL VEHICLES ENTERING THE BASE MUST HAVE CURRENT/ VALID REGISTRATION, CURRENT/ VALID INSURANCE AND CURRENT/ VALID DRIVERS LICENSE FOR THE OPERATOR. ALL DRIVERS MUST COMPLY WITH ALL GOODFELLOW AFB DRIVING REQUIREMENTS (SPEED LIMITS, SEATBELTS, ETC.) 6. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, THE CONTRACTOR'S CONSTRUCTION EQUIPMENT WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, THE CONTRACTOR'S CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE PARKED WITHIN THE WORK AREA OR STAGING AREA. D. COORDINATION AND COMMUNICATION DURING CONSTRUCTION 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CORDON OFF THE WORK AREAS AND STREET PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CORDON OFF THE WORK AREAS AND STREET CROSSINGS BY USING APPROVED BARRICADES. E. TRAFFIC CONTROL 1. ONLY RUBBER-TIRED VEHICLES SHALL BE ALLOWED ON EXISTING PAVEMENT THAT IS TO REMAIN. ONLY RUBBER-TIRED VEHICLES SHALL BE ALLOWED ON EXISTING PAVEMENT THAT IS TO REMAIN. 2. ANY DAMAGE TO ROADS AND PAVEMENT DUE TO CONSTRUCTION EQUIPMENT, CONSTRUCTION ANY DAMAGE TO ROADS AND PAVEMENT DUE TO CONSTRUCTION EQUIPMENT, CONSTRUCTION TRAFFIC OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION BY THE CONTRACTOR AT HIS/ HER OWN EXPENSE . F. EQUIPMENT AND STOCKPILE HEIGHT 1. STOCKPILE ALL CONSTRUCTION MATERIALS WITHIN STAGING AREA. MAXIMUM HEIGHT 15.00' WITH STOCKPILE ALL CONSTRUCTION MATERIALS WITHIN STAGING AREA. MAXIMUM HEIGHT 15.00' WITH 5:1 SIDE SLOPES. PROVIDE EROSION CONTROL PROTECTION AROUND THE STOCKPILE LIMITS. ANY MATERIALS THAT ARE TO BE STOCKPILED FOR USE FOR OTHER PROJECTS ON THE BASE SHALL BE COORDINATED WITH 17CES. ALL MATERIAL NOT REQUIRED SHALL BE HAULED OFF GOVERNMENT PROPERTY. G. EXCAVATION AND TRENCHES 1. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED WITH ORANGE AND WHITE TYPE III BARRICADES AND WITH FLASHING TYPE A-LOW INTENSITY WARNING LIGHTS FROM DUSK TILL DAWN. H. OTHER SAFETY REQUIREMENTS 1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO OCCUPATIONAL SAFETY AND CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS. 2. CONTRACTOR SHALL MAINTAIN AT ALL TIMES ONE FIRE LANE FREE FROM OBSTRUCTION AND CONTRACTOR SHALL MAINTAIN AT ALL TIMES ONE FIRE LANE FREE FROM OBSTRUCTION AND MAINTAIN ACCESS TO THE SITE AND ALL SURROUNDING ROADS AND STREETS. I. CONTRACTOR SAFETY PLAN SUBMITTALS 1. CONTRACTOR SHALL FURNISH A CONSTRUCTION SAFETY PLAN IN ACCORDANCE WITH THE CONTRACTOR SHALL FURNISH A CONSTRUCTION SAFETY PLAN IN ACCORDANCE WITH THE SPECIFICATIONS WITH HIS/HER PROJECT SCHEDULE. THE SAFETY PLAN SHALL IDENTIFY THE FOLLOWING ITEMS: A. PROPOSED ACCESS POINTS, STAGING AREA AND HAUL ROUTES. B. TEMPORARY MARKINGS TO BE USED, IF ANY. C. LOCATIONS AND TYPE OF BARRICADES OR OTHER TRAFFIC CONTROL DEVICES. D. METHODS BY WHICH THE CONTRACTOR WILL COMMUNICATE WITH 17CES.

AutoCAD SHX Text J. MAINTENANCE OF STORAGE AREA MAINTENANCE OF STORAGE AREA 1. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE CONSTRUCTION SITE, CONSTRUCTION THE CONTRACTOR SHALL AT ALL TIMES KEEP THE CONSTRUCTION SITE, CONSTRUCTION TRAILER(S)/BUILDING(S), AND STORAGE AREA(S) IN A CLEAN, NEAT, WORKMAN LIKE CONDITION, FREE FROM ACCUMULATION OF WASTE, RUBBISH, WEEDS, OVERGROWN GRASS, OR CONSTRUCTION DEBRIS, TO THE SATISFACTION OF THE CONTRACTING OFFICER. ALL LOOSE OR LIGHT WEIGHT MATERIALS SHALL BE SECURED TO PREVENT BLOWING OR SCATTERING. THE BURNING OF TRASH OR CONSTRUCTION DEBRIS IS STRICTLY PROHIBITED ON GOODFELLOW AFB. PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS, TOOLS, EQUIPMENT, AND MATERIALS NOT THE PROPERTY OF THE GOVERNMENT. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL LEAVE THE WORK SITE AND STORAGE AREA(S) IN A CLEAN, NEAT, AND WORKMANLIKE CONDITION SATISFACTORY TO THE CONTRACTING OFFICER. REFER TO SECTION 01400 - ENVIRONMENTAL PROTECTION FOR GOODFELLOW AFB, PARAGRAPH 2.4.6, POST-CONSTRUCTION CLEANUP. 2. THE CONTRACTOR SHALL KEEP FENCING IN A STATE OF GOOD REPAIR AND PROPER ALIGNMENT. THE CONTRACTOR SHALL KEEP FENCING IN A STATE OF GOOD REPAIR AND PROPER ALIGNMENT. GRASSED OR UNPAVED AREAS, WHICH ARE NOT ESTABLISHED ROADWAYS, WILL BE COVERED WITH A LAYER OF GRAVEL AS NECESSARY TO PREVENT RUTTING AND THE TRACKING OF MUD ONTO PAVED OR ESTABLISHED ROADWAYS, SHOULD THE CONTRACTOR ELECT TO TRAVERSE THEM WITH CONSTRUCTION EQUIPMENT OR OTHER VEHICLES; GRAVEL GRADATION WILL BE AT THE CONTRACTOR'S DISCRETION. MOW AND MAINTAIN GRASS LOCATED WITHIN THE BOUNDARIES OF THE CONSTRUCTION SITE FOR THE DURATION OF THE PROJECT. GRASS AND VEGETATION ALONG FENCES, BUILDINGS, UNDER TRAILERS, AND IN AREAS NOT ACCESSIBLE TO MOWERS WILL BE EDGED OR TRIMMED NEATLY. 3. GRASS AND WEEDY VEGETATION WITHIN THE AREAS UTILIZED BY THE CONTRACTOR, INCLUDING WORK GRASS AND WEEDY VEGETATION WITHIN THE AREAS UTILIZED BY THE CONTRACTOR, INCLUDING WORK AREAS, ADMINISTRATIVE AREAS, AND STORAGE AREAS, SHALL BE KEPT MOWED TO CONTROL VEGETATIVE GROWTH. VEGETATION SHALL BE MOWED WHEN IT REACHES A HEIGHT OF 6 INCHES. MOWING SHALL BE TO A HEIGHT OF 3 INCHES. MOWING SHALL BE ACCOMPLISHED WITH A ROTARY MOWER THAT LEAVES THE CLIPPINGS EVENLY DISTRIBUTED ON THE SOIL SURFACE. MOWING SHALL BE ACCOMPLISHED DURING PERIODS AND IN SUCH MANNER THAT THE SOIL AND GRASS WILL NOT BE DAMAGED. TOWED OR SELF-PROPELLED RIDING MOWERS SHALL NOT BE OPERATED WITHIN 3 FEET OF TREES OR SHRUBS. AREAS ADJACENT TO TREES AND SHRUBS SHALL BE MOWED WITH HAND-PROPELLED MOWERS. 4. EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING AREA AND ANY MATERIAL STOCK EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING AREA AND ANY MATERIAL STOCK PILES WHEN NECESSARY TO CONTROL EROSION AND STORM WATER RUNOFF IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 5. AREAS NOT MOWED: GOVERNMENT MAY IMMEDIATELY AFTER NOTICE TO THE CONTRACTOR AND AT AREAS NOT MOWED: GOVERNMENT MAY IMMEDIATELY AFTER NOTICE TO THE CONTRACTOR AND AT THE DISCRETION OF THE CONTRACTING OFFICER MOW THE CONTRACTOR'S AREAS AT ANY TIME THE VEGETATION HEIGHT EXCEEDS 6 INCHES.

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PROJECT TITLE

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GENERAL NOTES, STAGING,

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COORDINATION, AND SAFETY

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JCUU 14-1200

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GOODFELLOW AIR FORCE BASE, TEXAS

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REC CAMP STORAGE FACILITY

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JCUU - 14-1200

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CONSTRUCT NEW

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13 MARCH 2018

NOT FOR CONSTRUCTION

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FINISH FLOOR ELEVATION ASSUME 100.00'

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TOP OF 4" CONCRETE SLAB 99.66''

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REMOVE EXISTING STUMP

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TRIM ALL LIMBS TO 2' MIN. FROM NEW BLDG. TYP.

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NEW 8" COMPACTED LIMESTONE TO 95% AND 1.5" ASPHALT. COMPACT SUBGRADE TO 95%.

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GRADE AS REQUIRED FOR POSITIVE DRAINAGE AWAY FROM BUILDING

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SAWCUT AND REMOVE EXISTING ASPHALT

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PLAN NORTH

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JCUU 14-1200

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GOODFELLOW AIR FORCE BASE, TEXAS

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CONSTRUCT NEW

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16 MAR 2018

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ELEVATION VIEWS

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SHEET

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AutoCAD SHX Text Date:

AutoCAD SHX Text Drawn by: ALEXANDER WRIGHT PROJECT MANAGER

AutoCAD SHX Text Reviewed by: RON TREPANIER

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JCUU 14-1200

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GOODFELLOW AIR FORCE BASE, TEXAS

AutoCAD SHX Text 17th TRAINING WING

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REC CAMP STORAGE FACILITY

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JCUU - 14-1200

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CONSTRUCT NEW

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6 MAR 2018

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NOT FOR CONSTRUCTION

STRUCTURAL PLAN 1. PROVIDE PREFABRICATED METAL BUILDING. MUELLER METAL BUILDING OR APPROVED EQUAL, WITH ERECTION DRAWINGS AND ANCHOR BOLT PLAN. 2. BUILDING DETAILS SHALL BE WIDTH 30', LENGTH 50', EAVE HEIGHT SHALL BE 12' AND ROOF SLOPE SHALL BE 1.00 IN 12. THE BUILDING FRAME IS RIGID FRAME WITH WIDE FLANGE COLUMNS. 3. THE BUILDING SHALL BE RATED FOR DEAD LOAD OF 2.5 PSF, LIVE LOAD 20 PSF, AND WIND LOAD OF 90 MPH. THE BUILDING IS RATED IN EXPOSURE C, IMPORTANCE WIND: 1.0, SITE CLASS: D, IMPORTANCE SEISMIC 1.0, SEISMIC COEFFICIENT: 0.1, IMPORTANCE SNOW OF 1.0. OTHER LOADS INCLUDE EXTENSION DEAD LOAD: 2.5 PSF, EXTENSION LIVE LOAD (SW) 20.0 PSF, EXTENSION LIVE LOAD (EW) 20.0 PSF. ALL LOAD, BUILDING CODE, BUILDING MATERIALS AND DESIGN SHALL BE AS SPECIFIED OR APPROVED EQUAL. 4. LEAN-TO SHALL BE PROVIDED, ATTACHED TO THE EAST AND SOUTH SIDES OF THE STORAGE BUILDING. THE LEAN-TO ROOF SHALL ATTACH TO THE STORAGE BUILDING 1' BELOW THE EAVE, AND SLOPE AWAY FROM THE BUILDING. THE LEAN-TO ROOF SLOPE SHALL BE 1.00 IN 12. SUPPORTS FOR THE LEAN-TO ROOF SHALL BE PROVIDED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 5. FENCE SHALL BE INSTALLED AROUND THE PERIMETER OF A PORTION OF THE LEAN-TO IN ORDER TO PROVIDE SECURED STORAGE FOR PILFERABLE ITEMS.

APPROX 170' DISTANCE BETWEEN

MDP AND BUILDING

EXISTING 3-PHASE

MAIN POWER DISTRIBUTION

PANEL

PROVIDE NEW 125A, 2-POLE

CIRCUIT BREAKER PANEL

WITH MAIN BREAKER AND

(24) BREAKER SPACES

PROVIDE NEW GROUNDING ROD,

MIN 8' LONG, NOT STAINLESS STEEL

OR ALUMINUM, WITH MEASURED

RESISTANCE 25 OHMS OR LESS

BUILDING EXTERIOR

BUILDING INTERIOR

PROVIDE NEW WIRE AND CONDUIT

PER NEC REGULATIONS

EXISTING CONCRETE PAD

FOR POWER PANELS

Office

M aint.

RV Pads

Playground

APPROX 170' FROM MDP

TO STORAGE BUILING

PROVIDE NEW EXTERIOR LIGHT

AMERICAN LIGHTING CANOPY

INDUSTRIAL 12.4 IN OUTDOOR "DARK

BRONZE" OR EQUAL. CENTRALLY

PHOTOCELL CONTROLLED. LIGHTS

SHALL BE INSTALLED BELOW THE

LEAN-TO ROOF.

PROVIDE NEW ELECTRICAL

PANEL (125A, 2-POLE, 24 SPACES)

PROVIDE NEW LED EXIT

SIGN W/EMERGENCY LIGHTING

PROVIDE NEW LED EXIT

SIGN W/EMERGENCY LIGHTING

PROVIDE NEW LED EXIT

SIGN W/EMERGENCY LIGHTING

PROVIDE NEW EXTERIOR LIGHT AMERICAN

LIGHTING CANOPY INDUSTRIAL 12.4 IN

OUTDOOR "DARK BRONZE" OR EQUAL.

CENTRALLY PHOTOCELL CONTROLLED.

LIGHTS SHALL BE INSTALLED BELOW THE

LEAN-TO ROOF.

ALL EXTERIOR

ELECTRICAL OUTLETS ARE

20A/110V, DUPLEX, WITH

METAL IN-USE COVERS

PROVIDE NEW LED LIGHTING SUSPENDED FROM CEILING. LIGHTING SYSTEM TO

PROVIDE 300 LUX HORIZONTAL ILLUMINATION. LIGHT COLOR BETWEEN 3500K AND

4000K. LED LIGHTS SHALL BE RATED AT 50,000 HRS OR GREATER. (LIGHTING LAYOUT

SHOWN IS EXAMPLE ONLY)

GROUNDING ROD, MIN 8' LONG

25 OHMS RESISTANCE OR LESS

NOT STAINLESS STEEL OR ALUMINUM

PROVIDE NEW EXTERIOR

LIGHT AMERICAN LIGHTING

CANOPY INDUSTRIAL 12.4 IN

OUTDOOR "DARK BRONZE"

OR EQUAL. CENTRALLY

PHOTOCELL CONTROLLED.

LIGHTS SHALL BE INSTALLED

BELOW THE LEAN-TO ROOF.

PROVIDE NEW EXTERIOR LIGHT

AMERICAN LIGHTING CANOPY

INDUSTRIAL 12.4 IN OUTDOOR "DARK

BRONZE" OR EQUAL. CENTRALLY

PHOTOCELL CONTROLLED.

PROVIDE NEW EXTERIOR LIGHT

AMERICAN LIGHTING CANOPY

INDUSTRIAL 12.4 IN OUTDOOR

"DARK BRONZE" OR EQUAL.

CENTRALLY PHOTOCELL

CONTROLLED.

PROVIDE NEW PHOTOCELL TO

CONTROL EXTERIOR LIGHTING.

PHOTOCELL SHALL BE MOUNTED

ON EAST SIDE OF BUILDING IN A

LOCATION TO MAXIMIZE

EXPOSURE TO NATURAL LIGHT

PROVIDE NEW THREE-WAY

SWITCH TO CONTROL

INTERIOR LIGHTING

PROVIDE NEW THREE-WAY

SWITCH TO CONTROL

INTERIOR LIGHTING

OUTLET ON

DEDICATED CIRCUIT

FOR ICE CHEST

OUTLET ON

DEDICATED CIRCUIT

FOR 30 GALLON AIR

COMPRESSOR

PROVIDE NEW THERMOSTAT

CONTROLLED ELECTRIC

VENTILATION FAN WITH

SELF-CLOSING LOUVERS

PROVIDE NEW THERMOSTAT

CONTROLLED ELECTRIC

VENTILATION FAN WITH

SELF-CLOSING LOUVERS

ALL INTERIOR ELECTRICAL

OUTLETS ARE 20A/110V,

DUPLEX, W/METAL FACE

PLATES

ALL EXTERIOR

ELECTRICAL OUTLETS ARE

20A/110V, DUPLEX, WITH

METAL IN-USE COVERS

ALL EXTERIOR

ELECTRICAL OUTLETS ARE

20A/110V, DUPLEX, WITH

METAL IN-USE COVERS

ALL EXTERIOR

ELECTRICAL OUTLETS ARE

20A/110V, DUPLEX, WITH

METAL IN-USE COVERS

A W

A R

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POWER SUPPLY DETAIL

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ELECTRICAL/REFLECTED CEILING PLAN

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REVISIONS

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PROJECT TITLE

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ELECTRICAL PLAN VIEW

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SEQ.

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SHEET

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AutoCAD SHX Text Date:

AutoCAD SHX Text Drawn by: ALEXANDER WRIGHT PROJECT MANAGER

AutoCAD SHX Text Reviewed by: RON TREPANIER

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JCUU 14-1200

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GOODFELLOW AIR FORCE BASE, TEXAS

AutoCAD SHX Text 17th TRAINING WING

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REC CAMP STORAGE FACILITY

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JCUU - 14-1200

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CONSTRUCT NEW

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12 MAR 2018

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NOT FOR CONSTRUCTION

ELECTRICAL PLAN 1. CONTRACTOR SHALL UTILIZE EXISTING 3-PHASE POWER SUPPLY. 2. ALL WIRING AND ELECTRICAL WORK SHALL COMPLY WITH NEC REGULATIONS. 3. STORAGE BUILDING POWER REQUIREMENTS ARE 110V. 4. NO RIGID NONMETALLIC CONDUIT OR ELECTRICAL NONMETALLIC TUBING SHALL BE ALLOWED. ALUMINUM CONDUIT SHALL NOT BE EMBEDDED IN CONCRETE OR MASONRY, BURIED IN EARTH, OR USED TO PENETRATE FIREWALLS. NO EXPOSED CONDUIT OR PIPING SHALL BE PERMITTED ON EXTERIOR OF BUILDING SURFACE. SET-SCREW CONNECTORS AND COUPLINGS SHALL NOT BE USED. 5. CONDUCTORS IN CABLES SHALL BE OF COPPER ONLY. ALL ELECTRICAL WIRE SHALL BE SINGLE CONDUCTOR, THHN OR THWN RATED FOR 600 VOLTS AC, RATED FOR 90 DEGREES C, UNCOATED COPPER, POLYVINYL CHLORIDE INSULATED IAW ICEA S-70-547. MINIMUM SIZE FOR POWER CONDUCTORS SHALL BE 12 THHN AWG COPPER; FOR CONTROL WIRING MINIMUM SIZE SHALL BE 22 AWG COPPER OR EQUAL.

MIN 8' LONG, NOT STAINLESS STEEL

30.25'

50.25'

LEAN-TO COVERED STORAGE:

PEA GRAVEL 4" DEEP BORDERED WITH

CONCRETE CURBING TO RETAIN GRAVEL.

COMPACT SUBGRADE TO 95%.

BUILDING FOUNDATION AND 6"

SLAB. TYP DETAIL INCLUDED.

FOUNDATION MUST BE DESIGNED

BY STRUCTURAL ENGINEER.

20'

70.25'

ASSUMED ELEVATION = 100.00' TOP OF

CONCRETE

ASSUMED

ELEVATION = 100.00'

TOP OF CONCRETE

PLINTH TYP.

SPREAD FOOTING

PER STRUCTURAL

DESIGN TYP.

100.00' 99.96' 99.92'

#4 @ 16" O.C. E.W. TYP

2 #5 TOP &

BOTTOM TYP

#3 STIRRUPS @

32" O.C. TYP

COMPACTED

SUBGRADE

24" TYP

6" TYP

AGGREGATE BASE

CRUSHED LIMESTONE,

COMPACTED TO 95% IN

SIX-INCH LAYERS

6 MIL VAPOR

BARRIER

12" TYP

1.5"

2" SAND

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TYPICAL FOUNDATION PLAN

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TYPICAL FOOTING DETAIL

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REVISIONS

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PROJECT TITLE

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FOUNDATION PLAN VIEW

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SHEET TITLE

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SEQ.

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SHEET

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AutoCAD SHX Text Date:

AutoCAD SHX Text Drawn by: ALEXANDER WRIGHT PROJECT MANAGER

AutoCAD SHX Text Reviewed by: RON TREPANIER

AutoCAD SHX Text

JCUU 14-1200

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GOODFELLOW AIR FORCE BASE, TEXAS

AutoCAD SHX Text 17th TRAINING WING

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REC CAMP STORAGE FACILITY

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JCUU - 14-1200

AutoCAD SHX Text

CONSTRUCT NEW

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13 MAR 2018

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NOT FOR CONSTRUCTION

FOUNDATION/FOOTING/CONCRETE SLAB 1. THE CONTRACTOR SHALL PROVIDE A CONCRETE FOUNDATION AND SLAB DESIGN THE CONTRACTOR SHALL PROVIDE A CONCRETE FOUNDATION AND SLAB DESIGN STAMPED AND APPROVED BY A LICENSED STRUCTURAL ENGINEER. GEOTECHNICAL ANALYSIS FROM SOIL BORING CONDUCTED AT NEW BUILDING LOCATION IS AVAILABLE FROM THE GOVERNMENT UPON REQUEST. 2. PROVIDE AN AGGREGATE BASE CRUSHED LIMESTONE, COMPACTED TO 95% IN PROVIDE AN AGGREGATE BASE CRUSHED LIMESTONE, COMPACTED TO 95% IN PROVIDE AN AGGREGATE BASE CRUSHED LIMESTONE, COMPACTED TO 95% IN PROVIDE AN AGGREGATE BASE CRUSHED LIMESTONE, COMPACTED TO 95% IN AN AGGREGATE BASE CRUSHED LIMESTONE, COMPACTED TO 95% IN AN AGGREGATE BASE CRUSHED LIMESTONE, COMPACTED TO 95% IN AGGREGATE BASE CRUSHED LIMESTONE, COMPACTED TO 95% IN AGGREGATE BASE CRUSHED LIMESTONE, COMPACTED TO 95% IN BASE CRUSHED LIMESTONE, COMPACTED TO 95% IN BASE CRUSHED LIMESTONE, COMPACTED TO 95% IN CRUSHED LIMESTONE, COMPACTED TO 95% IN CRUSHED LIMESTONE, COMPACTED TO 95% IN LIMESTONE, COMPACTED TO 95% IN LIMESTONE, COMPACTED TO 95% IN COMPACTED TO 95% IN COMPACTED TO 95% IN TO 95% IN TO 95% IN 95% IN 95% IN IN IN SIX-INCH LAYERS, BELOW FOUNDATION SLAB. A COMPACTION TEST MUST BE SUBMITTED LAYERS, BELOW FOUNDATION SLAB. A COMPACTION TEST MUST BE SUBMITTED LAYERS, BELOW FOUNDATION SLAB. A COMPACTION TEST MUST BE SUBMITTED BELOW FOUNDATION SLAB. A COMPACTION TEST MUST BE SUBMITTED BELOW FOUNDATION SLAB. A COMPACTION TEST MUST BE SUBMITTED FOUNDATION SLAB. A COMPACTION TEST MUST BE SUBMITTED FOUNDATION SLAB. A COMPACTION TEST MUST BE SUBMITTED SLAB. A COMPACTION TEST MUST BE SUBMITTED SLAB. A COMPACTION TEST MUST BE SUBMITTED A COMPACTION TEST MUST BE SUBMITTED A COMPACTION TEST MUST BE SUBMITTED A COMPACTION TEST MUST BE SUBMITTED COMPACTION TEST MUST BE SUBMITTED COMPACTION TEST MUST BE SUBMITTED TEST MUST BE SUBMITTED TEST MUST BE SUBMITTED MUST BE SUBMITTED MUST BE SUBMITTED BE SUBMITTED BE SUBMITTED SUBMITTED SUBMITTED PRIOR TO PLACING CONCRETE SLAB. 3. PROVIDE 2” SAND COVER OVER AGGREGATE TO PREVENT VAPOR BARRIER FROM PROVIDE 2” SAND COVER OVER AGGREGATE TO PREVENT VAPOR BARRIER FROM PROVIDE 2” SAND COVER OVER AGGREGATE TO PREVENT VAPOR BARRIER FROM 2” SAND COVER OVER AGGREGATE TO PREVENT VAPOR BARRIER FROM 2” SAND COVER OVER AGGREGATE TO PREVENT VAPOR BARRIER FROM SAND COVER OVER AGGREGATE TO PREVENT VAPOR BARRIER FROM SAND COVER OVER AGGREGATE TO PREVENT VAPOR BARRIER FROM COVER OVER AGGREGATE TO PREVENT VAPOR BARRIER FROM COVER OVER AGGREGATE TO PREVENT VAPOR BARRIER FROM OVER AGGREGATE TO PREVENT VAPOR BARRIER FROM OVER AGGREGATE TO PREVENT VAPOR BARRIER FROM AGGREGATE TO PREVENT VAPOR BARRIER FROM AGGREGATE TO PREVENT VAPOR BARRIER FROM TO PREVENT VAPOR BARRIER FROM TO PREVENT VAPOR BARRIER FROM PREVENT VAPOR BARRIER FROM PREVENT VAPOR BARRIER FROM VAPOR BARRIER FROM VAPOR BARRIER FROM BARRIER FROM BARRIER FROM FROM FROM TEARING. 4. PROVIDE TERMITE SPRAY ON SAND BEFORE APPLYING VAPOR BARRIER. THE TERMITE PROVIDE TERMITE SPRAY ON SAND BEFORE APPLYING VAPOR BARRIER. THE TERMITE PROVIDE TERMITE SPRAY ON SAND BEFORE APPLYING VAPOR BARRIER. THE TERMITE PROVIDE TERMITE SPRAY ON SAND BEFORE APPLYING VAPOR BARRIER. THE TERMITE TERMITE SPRAY ON SAND BEFORE APPLYING VAPOR BARRIER. THE TERMITE TERMITE SPRAY ON SAND BEFORE APPLYING VAPOR BARRIER. THE TERMITE SPRAY ON SAND BEFORE APPLYING VAPOR BARRIER. THE TERMITE SPRAY ON SAND BEFORE APPLYING VAPOR BARRIER. THE TERMITE ON SAND BEFORE APPLYING VAPOR BARRIER. THE TERMITE ON SAND BEFORE APPLYING VAPOR BARRIER. THE TERMITE SAND BEFORE APPLYING VAPOR BARRIER. THE TERMITE SAND BEFORE APPLYING VAPOR BARRIER. THE TERMITE BEFORE APPLYING VAPOR BARRIER. THE TERMITE BEFORE APPLYING VAPOR BARRIER. THE TERMITE APPLYING VAPOR BARRIER. THE TERMITE APPLYING VAPOR BARRIER. THE TERMITE VAPOR BARRIER. THE TERMITE VAPOR BARRIER. THE TERMITE BARRIER. THE TERMITE BARRIER. THE TERMITE THE TERMITE THE TERMITE THE TERMITE TERMITE TERMITE SPRAY SHALL BE APPLIED IN A CONTINUOUS MANNER TO COVER THE ENTIRE SURFACE SHALL BE APPLIED IN A CONTINUOUS MANNER TO COVER THE ENTIRE SURFACE SHALL BE APPLIED IN A CONTINUOUS MANNER TO COVER THE ENTIRE SURFACE BE APPLIED IN A CONTINUOUS MANNER TO COVER THE ENTIRE SURFACE BE APPLIED IN A CONTINUOUS MANNER TO COVER THE ENTIRE SURFACE APPLIED IN A CONTINUOUS MANNER TO COVER THE ENTIRE SURFACE APPLIED IN A CONTINUOUS MANNER TO COVER THE ENTIRE SURFACE IN A CONTINUOUS MANNER TO COVER THE ENTIRE SURFACE IN A CONTINUOUS MANNER TO COVER THE ENTIRE SURFACE A CONTINUOUS MANNER TO COVER THE ENTIRE SURFACE A CONTINUOUS MANNER TO COVER THE ENTIRE SURFACE CONTINUOUS MANNER TO COVER THE ENTIRE SURFACE CONTINUOUS MANNER TO COVER THE ENTIRE SURFACE MANNER TO COVER THE ENTIRE SURFACE MANNER TO COVER THE ENTIRE SURFACE TO COVER THE ENTIRE SURFACE TO COVER THE ENTIRE SURFACE COVER THE ENTIRE SURFACE COVER THE ENTIRE SURFACE THE ENTIRE SURFACE THE ENTIRE SURFACE ENTIRE SURFACE ENTIRE SURFACE SURFACE SURFACE BELOW THE FOUNDATION, FOOTINGS AND 6 INCH PAD. THE CONTRACTOR SHALL VERIFY THE FOUNDATION, FOOTINGS AND 6 INCH PAD.

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