Drawings.pdf

PDF 5 MB Posted Nov 19, 2018

Attached to: China Beach Pool Demolition Federal contract opportunity
Solicitation number: FA303019RA002
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 China Beach Pool Demolition, newest first.
File	Type	Posted
Record_of_Attendance.pdf	PDF	Dec 11, 2018
Questions_and_Answers.pdf	PDF	Dec 11, 2018
0001_-_Posting_Q&A.pdf	PDF	Dec 11, 2018
AF_Form_66.pdf	PDF	Nov 19, 2018
TX180007_Heavy.pdf	PDF	Nov 19, 2018
Solicitation_-_FA303019RA002.pdf	PDF	Nov 19, 2018
SOW.pdf	PDF	Nov 19, 2018
Base_Access_Request.docx	DOCX document	Nov 19, 2018

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LAKE

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U.S. HWY. 277

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NORTH

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ARMSTRONG ST. S.H. 208

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MAIN

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LOOP 306

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MATHIS

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AIRPORT

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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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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. 67

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BEAURE

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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 HYDROMULCHING 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.

AutoCAD SHX Text THE CONTRACTOR SHALL COORDINATE ALL COMMUNICATIONS WORK WITH THE ENGINEERING SECTION MANAGER

AutoCAD SHX Text AT FRONTIER COMMUNICATIONS AT 1-800-921-8102; WITH THE INSTALLATION OFFICE, SUDDEN-LINK CABLE AT

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1-877-794-2724 AND THE GOODFELLOW AFB COMMUNICATIONS SQUADRON AT 325-654-3010.

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AutoCAD SHX Text 6.

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GENERAL NOTES

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RECOMMENDED (BCE)

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CHIEF OF OPERATIONS

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USING AGENCY

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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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PROJECT NOTES

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USING AGENCY

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PROJECT NUMBER:

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PROJECT NAME:

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GOODFELLOW AIR FORCE BASE

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SCALE IN FEET

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NORTH GATE

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FIRE PROTECTION

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SECURITY FORCES

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BUILDING 3321

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BUILDING 3323

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CIVIL ENGINEER

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BUILDING 3511

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BASE CONTRACTING

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BUILDING 707

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TRUE NORTH

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MAG DEC

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MAGNETIC DECLINATION: 5%%D 18' EAST (2018)

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ANNUAL RATE OF CHANGE: 6' WEST/YEAR

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JACOBSON GATE

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(325) 654-3528

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(325) 654-3529

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SAN ANGELO, TEXAS

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DEMOLITION OF SWIMMING POOL AND INFASTRUCTURE

AutoCAD SHX Text 1027119

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VISITOR CONTROL CENTER

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(325) 654-4122

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INSPECTION STATIONS

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GWOT AT/FP

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IN THE QDM ZONE.

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AREA IS PROHIBITED

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CONTRACTOR STORAGE

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GOODFELLOW AIR FORCE BASE, TEXAS

AutoCAD SHX Text 17th TRAINING WING

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PROJECT TITLE

AutoCAD SHX Text Project Number:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Drawn by:

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AutoCAD SHX Text Description

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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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AutoCAD SHX Text 1027119

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JULY 16, 2018

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DEMOLITION OF SWIMMING POOL AND INFASTRUCTURE

AutoCAD SHX Text A-E Seal:

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ASBESTOS CONTAINING MATERIAL [ACM]

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AND LEAD BASED PAINT [LBP] STATEMENT

AutoCAD SHX Text [Circle the appropriate ACM?LBP and place an "X"

AutoCAD SHX Text in the appropriate boxes]

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

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

AutoCAD SHX Text removed under this contract.

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

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(325) 654-1290

AutoCAD SHX Text 1027119

AutoCAD SHX Text X

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PROJECT AREA

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CHINA BEACH POOL AREA

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1. PROJECT IS TO DEMO EXISTNG POOL, FOUNDATION, PAVILION, AND EQUIPMENT SHED. DO NOT SCALE DRAWING.VERIFY ALL ELEVATIONS AND PROJECT IS TO DEMO EXISTNG POOL, FOUNDATION, PAVILION, AND EQUIPMENT SHED. DO NOT SCALE DRAWING.VERIFY ALL ELEVATIONS AND DIMENSIONS ON SITE, AND ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER. 2. CONTRACTOR TO COORDINATE WITH CONTRACTING OFFICER TO LOCATE ALL UNDERGROUND UTILITIES AND BURIED ITEMS. CONTRACTOR TO COORDINATE WITH CONTRACTING OFFICER TO LOCATE ALL UNDERGROUND UTILITIES AND BURIED ITEMS. 3. SPECIFICATIONS ARE TO BE USED IN CONJUNCTION WITH DRAWINGS FOR PURPOSES OF BIDDING, SCHEDULING, AND CONSTRUCTION. SPECIFICATIONS ARE TO BE USED IN CONJUNCTION WITH DRAWINGS FOR PURPOSES OF BIDDING, SCHEDULING, AND CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK RELATED TO DEMOLITION, BRACING, SHORING, FORMWORK, ETC. REQUIRED TO SAFELY CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK RELATED TO DEMOLITION, BRACING, SHORING, FORMWORK, ETC. REQUIRED TO SAFELY PERFORM THE WORK. 5. STRUCTURAL MEMBERS SHALL NOT BE CUT UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE CONTRACTING OFFICER WITH STRUCTURAL MEMBERS SHALL NOT BE CUT UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE CONTRACTING OFFICER WITH DRAWINGS SEALED BY A TEXAS REGISTERED STRUCTURAL ENGINEER. 6. ALL EXISTING STRUCTURES SHALL BE REMOVED UNLESS NOTED OTHERWISE. ALL EXISTING STRUCTURES SHALL BE REMOVED UNLESS NOTED OTHERWISE. 7. ALL EXISTING FOUNDATIONS AND EXISTING SLAB-ON-GRADE CONCRETE SHALL REMAIN UNLESS NOTED OTHERWISE. ALL EXISTING FOUNDATIONS AND EXISTING SLAB-ON-GRADE CONCRETE SHALL REMAIN UNLESS NOTED OTHERWISE. 8. NO OPEN CUTTING OF ANY ROADWAY, PARKING AREA, OR SIDEWALK SHALL BE MADE UNLESS DIRECT WRITTEN APPROVAL FROM CONTRACTING IS NO OPEN CUTTING OF ANY ROADWAY, PARKING AREA, OR SIDEWALK SHALL BE MADE UNLESS DIRECT WRITTEN APPROVAL FROM CONTRACTING IS PROVIDED. 9. REFERENCE THE US ARMY CORPS OF ENGINEERS HEALTH AND SAFETY MANUAL.REFERENCE THE US ARMY CORPS OF ENGINEERS HEALTH AND SAFETY MANUAL.

109900901 12

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READY WILLING ABLE

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NOT TO SCALE

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LOCALIZED AREA PLAN

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TRUE

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NORTH

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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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BOARD

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UNCASED

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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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VERTICAL

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WINDOW

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WITH

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WITH MANUFACTURER'S

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WELDED WIRE FABRIC

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DIAMETER

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CHINA BEACH SWIMMING AREA

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GOODFELLOW AIR FORCE BASE, TEXAS

AutoCAD SHX Text 17th TRAINING WING

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INGS AND LOCALIZED SITE PLAN

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WHERE TAKEN

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SECTION REFERENCE KEY

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ENLARGED PLAN OR EDTAIL REFERENCE

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LEGEND:

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SHEET

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CS-2

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AutoCAD SHX Text 1027119

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JULY 16, 2018

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DEMOLITION OF SWIMMING POOL AND INFASTRUCTURE

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INDEX OF DRAWINGS:

AutoCAD SHX Text PRIVATIZED ELECTRICAL UTILITY SYSTEMS: AEP TEXAS NORTH COMPANY IS THE UTILITY OWNER AND SOLE PROVIDER OF THE ELECTRICAL DISTRIBUTION UTILITY SYSTEM AT GOODFELLOW AIR FORCE BASE, TEXAS. NEWLY PROVIDED SYSTEM INFRASTRUCTURE AND/OR MODIFICATIONS OF OR CONNECTIONS TO THE EXISTING SYSTEM INFRAISTRUCTURE DENTIIFIED 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: AEP TEXAS NORTH COMPANY 930 West 19th Street San Angelo, Texas 76903 PHONE: 325-657-2800 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. REQUESTED TRANSFORMER LOCATION, IF A PREFERENCE IS KNOWN. C. SQUARE FOOTAGE OF BUILDING SPACE WITH THE TYPE OF LOAD TO BE SERVED. D. ELECTRICAL PANEL SCHEDULE E. NUMBER AND SIZE OF SECONDARY CONDUCTORS TO BE TERMINATED AT THE TRANSFORMER F. 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. LOCATION OF TRANSFORMER PAD. LOCATION OF TRANSFORMER PAD. 3. INSTALL SECONDARY CONDUITS INTO THE APPROPRIATE WELL LOCATION BEFORE PAD INSTALLATION. THIS INCLUDES ANY INSTALL SECONDARY CONDUITS INTO THE APPROPRIATE WELL LOCATION BEFORE PAD INSTALLATION. THIS INCLUDES ANY REQUIRED METERING CABLE CONDUITS. 4. PROVIDE FINAL GRADE IN TRANSFORMER PAD AREA PRIOR TO PAD CONSTRUCTION. PROVIDE FINAL GRADE IN TRANSFORMER PAD AREA PRIOR TO PAD CONSTRUCTION. 5. INSTALLATION OF ANY REQUIRED INSTRUMENT RATED METERING EQUIPMENT. INSTALLATION OF ANY REQUIRED INSTRUMENT RATED METERING EQUIPMENT. 6. PROVIDE SECONDARY CABLE TERMINALS. PROVIDE SECONDARY CABLE TERMINALS. 7. PRIMARY CONDUIT DITCH COMPACTION IF REQUIRED. PRIMARY CONDUIT DITCH COMPACTION IF REQUIRED. 8. ASPHALT AND/OR CONCRETE CUT AND REPAIR IF REQUIRED. ASPHALT AND/OR CONCRETE CUT AND REPAIR IF REQUIRED. 9. LOCATION OF OTHER UTILITY LINES INSTALLED DURING THIS CONSTRUCTION. LOCATION OF OTHER UTILITY LINES INSTALLED DURING THIS CONSTRUCTION. 10. TEMPORARY POWER POLE (SEE ATTACHED SKETCHES). LOCATION TO BE APPROVED BY AEP TEXAS. NOTE: ANY LINE EXTENSION TEMPORARY POWER POLE (SEE ATTACHED SKETCHES). LOCATION TO BE APPROVED BY AEP TEXAS. NOTE: ANY LINE EXTENSION REQUIRED FOR THE PURPOSE OF TEMPORARY SERVICE WILL REQUIRE A CIAC TO COVER THE COST OF INSTALLATION AND REMOVAL OF TEMPORARY FACILITIES AND ANY MATERIAL WHICH CANNOT BE REUSED. AEP TEXAS RESPONSIBILITIES: 1. SIZING AND INSTALLATION OF ALL PRIMARY CONDUCTORS INCLUDING DITCH AND CONDUIT. SIZING AND INSTALLATION OF ALL PRIMARY CONDUCTORS INCLUDING DITCH AND CONDUIT. 2. SIZING AND INSTALLATION OF DISTRIBUTION TRANSFORMERS. SIZING AND INSTALLATION OF DISTRIBUTION TRANSFORMERS. 3. CONSTRUCTION OF TRANSFORMER PAD. SEE ATTACHED SKETCH CONSTRUCTION OF TRANSFORMER PAD. SEE ATTACHED SKETCH 4. INSTALLATION OF SECONDARY CABLE TERMINALS. INSTALLATION OF SECONDARY CABLE TERMINALS. CONSTRUCTION NOTES: 1. THE EDGE OF THE TRANSFORMER PAD SHALL NOT BE CLOSER THAN TWO FEET FROM A WALL, OR FIVE FEET FROM A DOOR THE EDGE OF THE TRANSFORMER PAD SHALL NOT BE CLOSER THAN TWO FEET FROM A WALL, OR FIVE FEET FROM A DOOR OR WINDOW, OR TWENTY FEET FROM A STAIRWELL OR FIRE ESCAPE. 2. TRANSFORMERS SHALL NOT BE COMPLETELY ENCLOSED BY WALLS, FENCES, OR LANDSCAPING WITHOUT VENTILATION WHICH IS TRANSFORMERS SHALL NOT BE COMPLETELY ENCLOSED BY WALLS, FENCES, OR LANDSCAPING WITHOUT VENTILATION WHICH IS APPROVED BY AEP TEXAS. THE ENTIRE WIDTH OF THE FRONT OF THE TRANSFORMER AND SECONDARY CABINET SHALL BE ACCESSIBLE. IF A FENCE IS INSTALLED, IT WILL HAVE SUFFICIENT GATES NECESSARY TO PROVIDE THIS ACCESS. 3. TRANSFORMERS WILL BE LOCATED IN THE AREAS WITH ALL WEATHER ACCESS BY SERVICE TRUCKS. IN ADDITION, THERE WILL TRANSFORMERS WILL BE LOCATED IN THE AREAS WITH ALL WEATHER ACCESS BY SERVICE TRUCKS. IN ADDITION, THERE WILL BE NO STRUCTURES CONSTRUCTED ABOVE TRANSFORMERS WHICH WOULD INHIBIT CRANE OPERATIONS. 4. NO OTHER UTILITY LINES WILL BE INSTALLED WITHIN TWO FEET OF THE TRANSFORMER PAD. NO OTHER UTILITY LINES WILL BE INSTALLED WITHIN TWO FEET OF THE TRANSFORMER PAD. 5. NO CUSTOMER EQUIPMENT, EXCEPT INSTRUMENT RATED METERING EQUIPMENT WHICH IS PLACED ON THE SECONDARY NO CUSTOMER EQUIPMENT, EXCEPT INSTRUMENT RATED METERING EQUIPMENT WHICH IS PLACED ON THE SECONDARY BUSHINGS, SHALL BE ATTACHED TO AEP TEXAS TRANSFORMERS; NOR WILL THERE BE ANY HOLES DRILLED INTO THE TRANSFORMER CABINET FOR CONDUITS, CONDUCTORS OR METERS. 6. THE NUMBER AND SIZE OF THE SECONDARY CONDUCTORS WHICH ARE ALLOWED TO BE ATTACHED TO THE TRANSFORMER THE NUMBER AND SIZE OF THE SECONDARY CONDUCTORS WHICH ARE ALLOWED TO BE ATTACHED TO THE TRANSFORMER SECONDARY BUSHINGS WILL BE CONTROLLED BY AEP TEXAS. IF THE DESIGN REQUIRES MORE OR LARGER CONDUCTORS THAN ALLOWED FOR A PARTICULAR TRANSFORMER SIZE, AEP TEXAS WILL INSTALL A SECONDARY CABINET WITH BUS BARS (SEE ATTACHED SKETCH) ADJACENT TO THE TRANSFORMER. AEP TEXAS WILL SUPPLY AND INSTALL THE SECONDARY CONDUCTORS FROM THE TRANSFORMER TO THE SECONDARY CABINET. THE POINT OF INTERCONNECTION WILL BE THE BUS BARS WITHIN THE SECONDARY CABINET. THIS CABINET WILL REQUIRE A LARGER TRANSFORMER PAD AS SHOWN ON THE ATTACHED SKETCH. 7. TRANSFORMERS LARGER THAN 1000 kVA WILL REQUIRE A LARGER PAD. THIS PAD IS SHOWN ON THE SKETCH LABELED 1500 TRANSFORMERS LARGER THAN 1000 kVA WILL REQUIRE A LARGER PAD. THIS PAD IS SHOWN ON THE SKETCH LABELED 1500 AND 2500 kVA. 8. TEMPORARY CONSTRUCTION POWER WILL BE SUPPLIED TO CUSTOMER SUPPLIED POWER POLES LOCATED WITHIN FIVE FEET OF TEMPORARY CONSTRUCTION POWER WILL BE SUPPLIED TO CUSTOMER SUPPLIED POWER POLES LOCATED WITHIN FIVE FEET OF AN EXISTING PAD MOUNTED TRANSFORMER OR WITHIN FIFTY FEET OF A PRIMARY POWER POLE (SEE ATTACHED SKETCHES).

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SHEET ID SHEET DESCRIPTION PAGE #

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CS-1 CS-2 CS-3 C-1 C-2 C-3 D-1 D-2 D-3 D-4 D-5 D-6

AutoCAD SHX Text COVER SHEET SHEET INDEX, SYMBOLS, AND ABBREVIATIONS BASE STANDARD GRADING PLAN UTILITIES FINAL LAYOUT DEMOLITION PLAN SIDE VIEW OF PAVILION EQUIPMENT SHED LAYOUT EQUIPMENT SHED DEMO POOL DEMOLITION DETAILS WADING POOL DEMOLITION

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READY WILLING ABLE

17th

CIVIL ENGINEER SQUADRON

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CHINA BEACH SWIMMING AREA

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GOODFELLOW AIR FORCE BASE, TEXAS

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PROJECT TITLE

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SHEET

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CS-3

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AutoCAD SHX Text 1027119

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JULY 16, 2018

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DEMOLITION OF SWIMMING POOL AND INFASTRUCTURE

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AutoCAD SHX Text A. GENERAL NOTES 1. CONSTRUCTION ACCESS TO THE SITE SHALL BE THROUGH THE EXISTING GATE LOCATED ON SOUTH CONSTRUCTION ACCESS TO THE SITE SHALL BE THROUGH THE EXISTING GATE LOCATED ON SOUTH CHADBOURNE STREET. ALL CONSTRUCTION TRAFFIC ENTERING THE BASE IS REQUIRED TO PASS THROUGH THE COMMERCIAL VEHICLE SEARCH AREA LOCATED TO THE EAST OF KEARNEY BOULEVARD. HOURS OF OPERATION ARE FROM 6:00 A.M. TO 6:00 P.M. MONDAY THROUGH FRIDAY, PHONE 325-654-1290. 2. CONTRACTORS SHALL KEEP ALL PUBLIC ROADS AND STREETS CLEAN OF CONSTRUCTION DEBRIS, 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 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. 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. 3. CONTRACTOR SHALL BORE UNDER KEARNEY BOULEVARD AS NO OPEN CUTTING OF THIS STREET IS CONTRACTOR SHALL BORE UNDER KEARNEY BOULEVARD AS NO OPEN CUTTING OF THIS STREET IS ALLOWED. F. EQUIPMENT AND STOCKPILE HEIGHT 1. STOCKPILE ALL CONSTRUCTION MATERIALS WITHIN STAGING AREA. MAXIMUM HEIGHT 15.00' WITH 5:1 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. J. MAINTENANCE OF STORAGE AREA 1. 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 01 57 20.16 44 - ENVIRONMENTAL PROTECTION FOR GOODFELLOW AFB, PARAGRAPH 3.17, 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 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. K. WATERING 1. THE CONTRACTOR SHALL COMPLY WITH THE CURRENT CITY OF SAN ANGELO, TEXAS WATER CONSERVATION AND DROUGHT CONTINGENCY PLAN FOR ALL ON BASE WATER USAGE.

17th

CIVIL ENGINEER SQUADRON

EXISTING CONTOUR LINE

PROPOSED CONTOUR LINE

NTS/FIELD VERIFY

NOTES:

1. BACKFILL SHALL BE COMPACTED TO 85% DENSITY.

2 . BUFFALO GRASS OR BERMUDA GRASS SHALL BE PLANTED AND ESTABLISHED TO CONTRACTING OFFICER'S

SATISFACTION.

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CHINA BEACH SWIMMING AREA

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GOODFELLOW AIR FORCE BASE, TEXAS

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GRADING PLAN

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SHEET

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AutoCAD SHX Text 1027119

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JULY 16, 2018

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DEMOLITION OF SWIMMING POOL AND INFASTRUCTURE

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Bath

House

BLDG

Pavilion

BLDG 119

Equipment

Shed

BLDG 122

SECONDARY WATER LINE

NTS/Field Verify

STORM DRAINAGE

SECONDARY WATER

8" MAIN WATER

SANITARY SEWAGE

COMMUNICATION

ELECTRICAL FEED

NATURAL GAS

READY WILLING ABLE

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CIVIL ENGINEER SQUADRON

NOTES:

1. 2 INCH SERVICE WATER LINE

SHALL BE CAPPED AS CLOSE

AS POSSIBLE TO THE VALVE BY

THE MAIN WATERLINE.

2. STORM DRAINAGE LINE IS

APPROXIMATELY 3 FEET

BELOW GROUND. FIELD

VERIFY BEFORE ANY DIGGING.

3. EQUIPMENT SHED ELECTRICAL

FEED IS INDEPENDENT TO

BATH HOUSE BUILDING.

GOVERNMENT WILL TURN

ELECTRICAL POWER OFF AND

VERIFY THAT IT IS OFF. SEE

DRAWING D-4 NOTE 10 FOR

DEMO SPECS.

4. HAND EXCAVATE UTILITY LINES

TO DETERMINE LOCATIONS.

5. ALL UTILITY LINES NOT

INDICATED FOR DEMO SHALL

REMAIN IN PLACE.

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CHINA BEACH SWIMMING AREA

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GOODFELLOW AIR FORCE BASE, TEXAS

AutoCAD SHX Text 17th TRAINING WING

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UTILITIES

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SHEET

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AutoCAD SHX Text 1027119

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JULY 16, 2018

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DEMOLITION OF SWIMMING POOL AND INFASTRUCTURE

BLDG

Pavilion

BLDG 119

GRASS

CONCRETE

READY WILLING ABLE

17th

CIVIL ENGINEER SQUADRON

AutoCAD SHX Text

CHINA BEACH SWIMMING AREA

AutoCAD SHX Text

GOODFELLOW AIR FORCE BASE, TEXAS

AutoCAD SHX Text 17th TRAINING WING

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PROJECT TITLE

AutoCAD SHX Text Project Number:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Drawn by: JOSHUA BERGER

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FINAL LAYOUT

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SHEET

AutoCAD SHX Text C-3

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AutoCAD SHX Text 1027119

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JULY 16, 2018

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DEMOLITION OF SWIMMING POOL AND INFASTRUCTURE

BLDG

Pavilion

BLDG 119

Equipment

Shed

BLDG 122

CONCRETE

NTS/Field Verify

STORM DRAINAGE LINE

SERVICE WATER LINE

PRIMARY WATER LINE

ELECTRICAL FEED

UNDERGROUND ELECTRICAL

READY WILLING ABLE

17th

CIVIL ENGINEER SQUADRON

NOTES:

1. SERVICE WATER LINE SHALL BE

CAPPED AS CLOSE AS POSSIBLE TO

THE VALVE BY THE MAIN WATERLINE.

APPROXIMATE AREA OF VALVE AS

SHOWN.

2. THE CONTRACTOR SHALL NOT DEMO

STORM DRAINAGE LINE WHICH IS

APPROXIMATELY 3 FEET BELOW

GROUND. FIELD VERIFY BEFORE ANY

DIGGING.

3. EQUIPMENT SHED'S ELECTRICAL FEED

IS INDEPENDENT TO BATH HOUSE

BUILDING. THE GOVERNMENT WILL BE

RESPONSIBLE FOR TURNING THE

ELECTRICAL POWER OFF AND

VERIFYING THAT IT IS OFF. THE

CONTRACTOR SHALL PULL WIRE,LEAVE

A FISH TAPE, AND CAP OFF BELOW

GROUND LEVEL.

4. THE PAVILION SHALL NOT BE

DEMOLISHED.

5. DEMO EQUIPMENT SHED AND

FOUNDATION ALONG WITH ALL

REMAINING EQUIPMENT.

6. BATH HOUSE SHALL NOT BE

DEMOLISHED AND SHALL REMAIN

AVAILABLE FOR USE DURING

DEMOLITION.

7. TREES SHALL NOT BE DEMOLISHED.

8. POOL SHALL BE DEMOLISHED IN

ACCORDANCE WITH SHEET D-5.

APPROXIMATE AREA OF POOL IS 2,760

S.F..

9. CONCRETE PAD AROUND POOL SHALL

BE DEMOLISHED. APPROXIMATE AREA

OF CONCRETE PAD IS 9,545 S.F..

10. VINYL FENCE AND GATES SHALL BE

DEMOLISHED INCLUDING ANY

FOOTINGS IN THE GROUND. THERE ARE

4 GATES AND APPROXIMATELY 555 L.F.

OF FENCE.

11. THE CONTRACTOR SHALL DEMO ALL

THE ELECTRICAL CONDUIT AND WIRE

UP TO THE JUNCTION BOX ON THE

PAVILION'S STRUCTURE.THAT RUNS TO

THE EQUIPMENT SHED.

12. CONCRETE SLAB SHALL BE

DEMOLISHED.

13. CONCRETE FOUNDATION SHALL BE

SAW CUT ALONG THE EXISTING

SCRIBE.

14. INDICATES THE APPROXIMATE AREA OF

THE FILLED IN WADING POOL. IS

19'X25'X3'. MORE DETAILS ARE SHOWN

IN SHEET D-6.

15. CONTRACTOR SHALL NOT OPEN CUT

ANY ROAD OR SIDE WALK WITHOUT

CONSULTING THE CONTRACTING

OFFICER.

117.0

184.1

23.8

15.0

52.0

60.3

36.0

44.9 96.3

68.1

AutoCAD SHX Text

CHINA BEACH SWIMMING AREA

AutoCAD SHX Text

GOODFELLOW AIR FORCE BASE, TEXAS

AutoCAD SHX Text 17th TRAINING WING

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PROJECT TITLE

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AutoCAD SHX Text Designed by:

AutoCAD SHX Text Drawn by: SRA JACOB LETSON

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DEMOLITION PLAN

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SHEET

AutoCAD SHX Text D-1

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AutoCAD SHX Text 1027119

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JULY 16, 2018

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DEMOLITION OF SWIMMING POOL AND INFASTRUCTURE

1'-3"

15'

5,6

NOTES:

1. ELECTRICAL CONDUIT AND

WIRE SHALL BE DEMOLISHED

FROM THE JUNCTION BOX ON

THE PAVILION TO THE

EQUIPMENT SHED.

2. THE CONCRETE FOUNDATION

FOR THE PAVILION SHALL NOT

BE DEMOLISHED. SAW CUT THE

PAVILION'S FOUNDATION AT THE

EXISTING SCRIBE AT

APPROXIMATELY 15 FT FROM

THE WESTERN END OF THE

FOUNDATION. FIELD VERIFY

DIMENSION AND THICKNESS OF

CONCRETE.

3. THE CONCRETE SLAB ON THE

EASTERN SIDE OF THE SCRIBE

SHALL BE DEMOLISHED.

4. CONDUIT AND JUNCTION BOX

SHALL NOT BE DEMOLISHED.

5. PAVILION SHALL NOT BE

DEMOLISHED.

6. ALL DIMENSIONS ARE

APPROXIMATE VALUES AND

SHALL NOT BE USED FOR

ESTIMATION.

READY WILLING ABLE

17th

CIVIL ENGINEER SQUADRON

CONCRETE

CONDUIT

NTS/FIELD VERIFY

AutoCAD SHX Text

CHINA BEACH SWIMMING AREA

AutoCAD SHX Text

GOODFELLOW AIR FORCE BASE, TEXAS

AutoCAD SHX Text 17th TRAINING WING

AutoCAD SHX Text

PROJECT TITLE

AutoCAD SHX Text Project Number:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Drawn by: JOSHUA BERGER

AutoCAD SHX Text Reviewed by:

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SIDE VIEW OF BLDG 119

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SHEET

AutoCAD SHX Text D-2

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AutoCAD SHX Text 1027119

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JULY 16, 2018

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DEMOLITION OF SWIMMING POOL AND INFASTRUCTURE

TANK

CAUSTIC

STORAGE

E L E

18'-3"

TANKS

E L E

7'-1"

7'-5"

READY WILLING ABLE

17th

CIVIL ENGINEER SQUADRON

NOTES:

1. THE GOVERNMENT SHALL BE RESPONSIBLE FOR

THE REMOVAL OF THE HAZARDOUS MATERIALS IN

THE CAUSTIC STORAGE.

2. THE ELECTRICAL EQUIPMENT WILL BE TURNED

OFF BY THE GOVERNMENT.

3. BEFORE DEMOLITION BEGINS, THE GOVERNMENT

WILL SALVAGE EQUIPMENT (VALVES,

TANKS,STORAGE,ETC.). ANY EQUIPMENT NOT

SALVAGE AT THE START DATE OF DEMOLITION

WILL BE THE CONTRACTORS RESPONSIBILITY TO

DEMO AND DISPOSE.

4. FIELD VERIFY ALL DIMENSIONS.

5. 6 INCH PVC PIPE GOING TO POOL

6. 3 INCH PVC PIPE FOR POOL TOYS

7. 4 INCH PVC PIPE FOR FILTRATION

8. 2 INCH PVC PIPE SERVICE LINE

NTS/FIELD VERIFY

AutoCAD SHX Text

CHINA BEACH SWIMMING AREA

AutoCAD SHX Text

GOODFELLOW AIR FORCE BASE, TEXAS

AutoCAD SHX Text 17th TRAINING WING

AutoCAD SHX Text

PROJECT TITLE

AutoCAD SHX Text Project Number:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Drawn by: JOSHUA BERGER

AutoCAD SHX Text Reviewed by:

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BLDG 122 LAYOUT

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SHEET

AutoCAD SHX Text D-3

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AutoCAD SHX Text 1027119

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JULY 16, 2018

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DEMOLITION OF SWIMMING POOL AND INFASTRUCTURE

0.5752

17th

CIVIL ENGINEER SQUADRON

NOTES:

1. THE ELECTRICAL CONDUIT RUNS UNDERGROUND

TO THE PAVILION SHALL BE DEMOLISHED.

2. POOL TOY'S 3'' PVC PIPE INTAKE. THERE ARE TWO

PIPES RUNNING SIDE BY SIDE IN THE SAME

ORIENTATION THAT SHALL BE DEMOLISHED TO 30''

UNDERGROUND AND THEN CAPPED.

3. TWO 6'' PVC PIPE INTAKE FOR POOL SHALL BE

DEMOLISHED TO 30'' UNDERGROUND AND THEN

CAPPED.

4. THE 2'' SERVICE LINE SHALL BE ABANDONED 30

INCHES BELOW GRADE AND CAPPED AS CLOSE TO

THE VALVE BY THE MAIN LINE AS POSSIBLE.

5. THE EQUIPMENT SHED'S CONCRETE FOUNDATION

SHALL BE DEMOLISHED.

6. THERE ARE TWO 4'' PVC PIPES THAT SHALL BE

DEMOLISHED AND CAPPED 30'' BELOW GROUND

LEVEL. BOTH PIPES RUN PARALLEL TO THE

GROUND AND TO EACH OTHER.

7. THE 2'' PVC PIPE THAT WAS ABANDONED SHALL BE

DEMOLISHED AND CAPPED 30'' BELOW GROUND

LEVEL. THIS PIPE CONNECTS TO THE BOTTOM PIPE

IN NOTE 7.

8. THE GOVERNMENT WILL REMOVE ALL

SALVAGEABLE EQUIPMENT BEFORE DEMOLITION

BEGINS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR DEMOLITION AND REMOVAL OF

ANY EQUIPMENT AND MATERIALS THAT EXISTS ON

THE DAY DEMOLITION BEGINS.

9. FIELD VERIFY ALL DIMENSIONS AND LAYOUT OF

EQUIPMENT SHED.

10. THE SECONDARY SERVICE LINE'S CONDUIT

RUNNING TO THE METER SHALL REMAIN . THE

METER AND CONDUIT SHALL BE ATTACHED TO A 4''

DIAMETER POST AFTER BUILDING DEMOLITION FOR

EASE OF LOCATING. THE WIRE SHALL BE PULLED

WITH A FISH TAPE LEFT IN PLACE FOR PULLING

NEW WIRE IN THE FUTURE.

NTS/FIELD VERIFY

CONCRETE

CONDUIT

8'-7"

8,9

AutoCAD SHX Text

CHINA BEACH SWIMMING AREA

AutoCAD SHX Text

GOODFELLOW AIR FORCE BASE, TEXAS

AutoCAD SHX Text 17th TRAINING WING

AutoCAD SHX Text

PROJECT TITLE

AutoCAD SHX Text Project Number:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Drawn by: JOSHUA BERGER

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BLDG 122 DEMO SPECS

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SEQ.

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SHEET

AutoCAD SHX Text D-4

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AutoCAD SHX Text 1027119

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JULY 16, 2018

AutoCAD SHX Text Date:

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DEMOLITION OF SWIMMING POOL AND INFASTRUCTURE

29.9 15.1 15.5

2.03.0

13.4 20.0

0.5

4.0 0.5

0.5

2.0

1.0

9.0

0.5

Water

Dirt

Concrete

2nd Pool Lining

Current Pool Lining

1st Pool Lining

READY WILLING ABLE

17th

CIVIL ENGINEER SQUADRON

NOTES:

1. AREA WITHIN DASHED LINE INDICATED MATERIAL NEEDED TO BE

DEMOLISHED AND DISPOSED OF BY THE CONTRACTOR EXCEPT FOR THE

PORTIONS OF THE POOL TOYS.

2. POOL TOYS SHALL BE REMOVED IN WHOLE WITHOUT DAMAGE BY THE

CONTRACTOR AND UPON REMOVAL THE CONTRACTOR SHALL RENDER THE

POOL TOYS BACK TO THE GOVERNMENT.

3. THE POOL LINING…

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