Attachment_1_-_Drawings.pdf

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3443(4)

3443(3)

3443(2)

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SOURCE: http://www.ngdc.noaa.gov/geomagmodels/struts/calcDeclination

READY WILLING ABLE

17th

CIVIL ENGINEER SQUADRON

1. PROJECT IS TO CLEAN AND VIDEO CAMERA SANITARY SEWER LINES AND LINE

THEM WITH CIPP.THE PROJECT ALSO INCLUDES REMOVAL AND REPLACEMENT

OF SANITARY SEWER MANHOLES AND THE CONSTRUCTION OF NEW

SANITARY SEWER MANHOLES. DO NOT SCALE DRAWINGS. VERIFY ALL

ELEVATIONS AND DIMENSIONS ONSITE , AND ANY DISCREPANCY SHALL BE

BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.

2. CONTRACTOR TO COORDINATE WITH THE CONTRACTING OFFICER TO

LOCATE ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. A APPROVED

WORK CLEARANCE PERMIT (AF FORM 103) MUST BE OBTAINED BEFORE

STARTING CONSTRUCTION.

3. STATEMENT OF WORK/SPECIFICATIONS ARE TO BE USED IN CONJUNCTION

WITH DRAWINGS FOR PURPOSES OF BIDDING,SCHEDULING, AND

CONSTRUCTION.

4. TYPICAL DETAILS AS SHOWN ON THE DRAWINGS APPLY TO SIMILAR

SITUATIONS AND CONDITIONS OCCURRING ON THE PROJECT WHETHER OR

NOT THEY ARE IDENTIFIED IN EACH LOCATION. COORDINATE WITH THE

CONTRACTING OFFICER FOR APPLICABILITY FOR EACH DETAIL WITH RELATED

WORK.

5. CONTRACTOR SHOULD VERIFY ALL EXISTING CONDITIONS PRIOR TO STARTING

WORK.

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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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CHAD

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BRYANT BLVD.

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LOOP 306

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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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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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CO

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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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MAIN

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PAINT ROCK RD.

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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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U.S. HWY.

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EA

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HUGHES ST.

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U.S. HWY.

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LOOP 306

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U.S. 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. 67

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RR

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BEAURE

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HO

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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 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 VERIZON AT 325-949-0076; WITH THE INSTALLATION OFFICE, SUDDEN-LINK CABLE AT 325-486-4155

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AND THE GOODFELLOW AFB 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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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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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 57' EAST (2014)

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ANNUAL RATE OF CHANGE: 7' 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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REPLACE BASE SANITARY SEWER SYSTEM

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JCGU 09-1007

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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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PROJECT TITLE

AutoCAD SHX Text Project Number:

AutoCAD SHX Text Designed by: RICHARD ENRIGHT

AutoCAD SHX Text Drawn by: SrA Letson

AutoCAD SHX Text Reviewed by: RON TREPANIER

AutoCAD SHX Text Submitted by:

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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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OF

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SHEET

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CS-1

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AutoCAD SHX Text Date:

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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

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GOODFELLOW AIR FORCE BASE, TEXAS

AutoCAD SHX Text 17th TRAINING WING

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JCGU 09-1007

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REPLACE BASE SANITARY SEWER SYSTEM

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JCGU - 09-1007

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OCTOBER 23, 2017

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PROJECT NOTES:

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01 CS-1

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COVER SHEET, BASE MAP, INDEX OF DRAWINGS, VICINITY MAP

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INDEX OF DRAWINGS

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02 CS-2

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ABBREVIATIONS, NOTES AND LOCALIZED SITE PLAN

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03 CS-3

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GENERAL NOTES, STAGING, COORDINATION, AND SAFETY

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REPAIR SANITARY SEWER SYSTEM

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JCGU 09-1006

READY WILLING ABLE

17th

CIVIL ENGINEER SQUADRON

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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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BM

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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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EXISTING

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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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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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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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COLUMN

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COL.

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EACH

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EXTINGUISHER CABINET

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EQUAL

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EXPANSION JOINT

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ELECTRIC WATER COOLER

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FLOOR

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FLOOR EXPANSION JOINT

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FURRING

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HANDICAPPED

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HARDWOOD

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HORIZONTAL

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MECHANICAL

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MECHANICAL-PLUMBING-

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MINIMUM

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MIN.

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MOUNTED

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MANUFACTURED

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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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REF.

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REFERENCE

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RM.

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ROOM

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SECTION

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SOLID CORE WOOD

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STAINLESS STEEL

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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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SUSPENDED GRID

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CEILING SYSTEM

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THICK

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TYPICAL

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TYPICAL MARKER/TACK

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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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WOOD

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VINYL WALL COVERING

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UNITED STATES GYPSUM

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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

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 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: 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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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: RICHARD ENRIGHT

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REVISIONS

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ABREVIATIONS, NOTES

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SHEET TITLE

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AND LOCALIZED SITE PLAN

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SEQ.

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OF

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CS-2

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JCGU 09-1007

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AutoCAD SHX Text Drawn by: SrA LETSON

AutoCAD SHX Text Reviewed by: RON TREPANIER

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REPLACE BASE SANITARY SEWER SYSTEM

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JCGU - 09-1007

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APRIL 09, 2019

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SUMMARY OF QUANTITIES

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2/15/18

READY WILLING ABLE

17th

CIVIL ENGINEER SQUADRON

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REVISIONS

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AutoCAD SHX Text A. GENERAL NOTES 1A. 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. 2A. 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. 3A. AREAS DAMAGED BY THE CONTRACTOR, FROM CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO IT'S ORIGINAL OR BETTER CONDITION. THIS SHALL INCLUDE BUT IS NOT LIMITED TO LANDSCAPE, TURFING, UTILITIES, AND PAVEMENTS. 4A. 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. 5A. PEDESTRIAN AND VEHICULAR ACCESS TO ALL BUILDINGS MUST BE MAINTAINED AT ALL TIMES. 6A. CONTRACTOR SHALL FIELD VERIFY; ALL DIMENSIONS ARE APPROXIMATE AND SHALL BE VERIFIED ON SITE. B. STAGING NOTES 1B. 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. 2B. IF A TRUCK TRUCK WASHOUT AREA IS NEEDED IT SHALL BE CONSTRUCTED, MAINTAINED AND IF A TRUCK TRUCK WASHOUT AREA IS NEEDED IT 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. 3B. 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 AREAS AS INDICATED ON THE DRAWINGS. 4B. 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. 5B. ALL TEMPORARY ELECTRIC POWER FACILITIES SHALL MEET OR EXCEED NESC AND NEC REQUIREMENTS AS APPLICABLE FOR PRIMARY AND SECONDARY FACILITIES. 6B THE CONTRACTOR SHALL STORE ALL FLAMMABLE MATERIALS IN A FLAMMABLE STORAGE LOCKER THE CONTRACTOR SHALL STORE ALL FLAMMABLE MATERIALS IN A FLAMMABLE STORAGE LOCKER WHICH IMUST BE LOCKED 50 FEET OR MORE AWAY FROM ANY BUILDING. C. ACCESS AND VEHICLE PARKING 1C. 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. 2C. 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. 3C. 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. 4C. 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. 5C. 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 CONTRACTOR VEHICLES AND PERSONNEL MAY BE SEARCHED BY SECURITY FORCES DURING THEIR STAY ON BASE. 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.) 6C. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, THE CONTRACTOR'S CONSTRUCTION EQUIPMENT WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, THE CONTRACTOR'S CONSTRUCTION EQUIPMENT AND VEHICLES MUST BE PARKED WITHIN THE WORK AREA OR STAGING AREA. 7C. CONTRACTOR WHILE WITHIN GOODFELLOW AFB, SHALL COMPLY WITH ALL BASE REGULATIONS PERTAINING TO "NO FIREARMS" AND "NO ILLEGAL DRUGS" ON BASE PREMISES POLICY. D. COORDINATION AND COMMUNICATION DURING CONSTRUCTION 1D. 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 1E. 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. 2E. 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 1F. 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 1G. 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.

AutoCAD SHX Text H. OTHER SAFETY REQUIREMENTS 1H. ALL CONTRACTOR OPERATIONS SHALL BE CONDUCTED AND PERFORMED IN ACCORDANCE WITH ALL CONTRACTOR OPERATIONS SHALL BE CONDUCTED AND PERFORMED IN ACCORDANCE WITH DEPARTMENT OF LABOR, OSHA REQUIREMENTS FOUND IN 29 CFR 1910 (1910.146 AND 1910.147) AND 29 CFR 1926, AND AIR FORCE OCCUPATIONAL SAFETY & HEALTH (AFOSH) AND THE AIR FORCE INSTRUCTION (AFI) STANDARDS INCLUDING AFI 91-203, AIR FORCE CONSOLIDATED OCCUPATIONAL SAFETY INSTRUCTION. THE CONTRACTOR SHALL ALSO ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH PROJECT IDENTIFIED NATIONAL STANDARDS, MILITARY MANUALS, INSTRUCTIONS, PAMPHLETS, STANDARDS, AND HANDBOOKS, AND WITHIN THE EDITIONS IN EFFECT ON THE DATE OF THIS SOLICITATION OF THE CORPS OF ENGINEERS (CoE) SAFETY MANUAL 285-1-1. ALL JOB SITES ARE SUBJECT TO INSPECTIONS BY THE DEPARTMENT OF LABOR. IN THE EVENT OF CONFLICTS BETWEEN THE OSHA STANDARDS AND THESE REQUIREMENTS, THE MOST STRINGENT SHALL APPLY. 2H. 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. 3H. 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 CONTRACTOR SAFETY PLAN SUBMITTALS 1I. CONTRACTOR SHALL FURNISH A CONSTRUCTION SAFETY PLAN IN ACCORDANCE WITH THE CONTRACTOR SHALL FURNISH A CONSTRUCTION SAFETY PLAN IN ACCORDANCE WITH THE SPECIFICATIONS AS WELL AS A 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. E. PROCEDURES AND POLICES FOR EMERGENCIES AND ACCIDENTS. J. MAINTENANCE OF STORAGE AREA MAINTENANCE OF STORAGE AREA 1J. 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. 2J. 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. 3J. 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. 4J. 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. 5J. 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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AutoCAD SHX Text Designed by: RICHARD ENRIGHT

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GENERAL NOTES, STAGING,

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COORDINATION, AND SAFETY

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CS-3

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GOODFELLOW AIR FORCE BASE, TEXAS

AutoCAD SHX Text 17th TRAINING WING

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JCGU 09-1007

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REPLACE BASE SANITARY SEWER SYSTEM

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JCGU - 09-1007

APRIL 09, 2019

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CIVIL ENGINEER SQUADRON

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10" PIPE DIAMETER 451'

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10" PIPE DIAMETER 413'

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10" PIPE DIAMETER 209'

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10" PIPE DIAMETER 186'

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8" PIPE DIAMETER 50'

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6" PIPE DIAMETER 30'

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6" PIPE DIAMETER 72'

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6" PIPE DIAMETER 76'

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6" PIPE DIAMETER 34'

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6" PIPE DIAMETER 57'

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6" PIPE DIAMETER 145'

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10" PIPE DIAMETER 217'

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10" PIPE DIAMETER 141'

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10" PIPE DIAMETER 265'

AutoCAD SHX Text 6" PIPE DIAMETER 819' Sewer Line Total In This Area

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REVISIONS

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SHEET TITLE

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REPLACE SANITARY SEWER SYSTEM

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SEQ.

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OF

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GOODFELLOW AIR FORCE BASE, TEXAS

AutoCAD SHX Text 17th TRAINING WING

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JCGU 09-1007

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REPLACE BASE SANITARY SEWER SYSTEM

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JCGU - 09-1007

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FIELD VERIFY DATA BASED OFF OF GOODFELLOW AFB GEOGRAPHIC INFORMATION SYSTEM

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LEGEND

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EXISTING MANHOLES

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REPLACE MANHOLES

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2/15/18

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JCGU 09-1007 Segment Drawing