FA303020B0002 DRAWINGS_SPLASH_PARK_10-31-2019.pdf

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3427 3425

0'

SCALE IN FEET

SOURCE: https://www.ngdc.noaa.gov/geomag-web/#declination

READY WILLING ABLE

17th

CIVIL ENGINEER SQUADRON

STAGING AREA

HAUL ROUTE

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TWIN BUTTES

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RESERVOIR

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NASWORTHY

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LAKE

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U.S. HWY. 277

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U.S. HWY. 87 & LOOP 306

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KNICKERBOCKER RD.

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OLD BALLINGER HWY.

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U.S. HWY.

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HARTE

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O.C. FISHER LAKE

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CHAD

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BRYANT BLVD.

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LOOP 306

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F.M. HWY. 2105

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HWY.

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F.M. HWY. 1223

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FELLOW

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AIR

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FORCE

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ANGELO

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STATE UNIV.

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ARDEN RD.

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F.M. HWY.

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U.S. HWY. 67

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FIELD

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MUNICIPAL

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SOUTH

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RIVER

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CONCHO

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CONCHO

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RIVER

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CO

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R.M. HWY.

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BOCKER

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AVE. N

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HARTE XPWY

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CHADBOURNE ST.

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U.S. HWY. 87

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NORTH

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ARMSTRONG ST. S.H. 208

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SAN ANGELO

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COLISEUM

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MAIN

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PAINT ROCK RD.

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SOUTH

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CONCHO

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RIVER

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THE CITY OF SAN ANGELO, TEXAS

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GARD ST.

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SHERWOOD WAY

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STON

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BELL STREET

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F.M. HWY. 2105

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U.S. HWY.

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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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MATHIS

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AIRPORT

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KNICKER

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ROAD

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RR

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HWY.

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GOOD-

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BASE

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LOOP 306

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U.S. HWY.

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LOOP 306

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(U.S. HWY. 87)

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BOURNE

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ST.

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U.S. HWY.

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U.S. HWY. 67

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RR

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U.S. HWY.

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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 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.

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

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AutoCAD SHX Text 5.

AutoCAD SHX Text 6.

AutoCAD SHX Text 7.

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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

AutoCAD SHX Text (325)654-3532

AutoCAD SHX Text (325)654-3504

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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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CONSTRUCT SPLASH PARK

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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:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Submitted 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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OF

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SHEET

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CS-01

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AutoCAD SHX Text 1073123

AutoCAD SHX Text September 16, 2019

AutoCAD SHX Text Date:

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CONSTRUCT SPLASH PARK

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

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PROJECT AREA

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NEW SPLASH PARK

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1. DO NOT SCALE DRAWING. VERIFY ALL ELEVATIONS AND DIMENSIONS ON SITE, AND ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF 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 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. 7. 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. 8. REFERENCE THE US ARMY CORPS OF ENGINEERS HEALTH AND SAFETY MANUAL, EM385-1-1, LATEST EDITION. REFERENCE THE US ARMY CORPS OF ENGINEERS HEALTH AND SAFETY MANUAL, EM385-1-1, LATEST EDITION.

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BENCHMARK #1

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BENCHMARK #2

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BENCHMARK #3

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BENCHMARK #4

AutoCAD SHX Text Latitude: 31.426314

AutoCAD SHX Text Longitude: -100.415785

AutoCAD SHX Text Elevation: 1850'

AutoCAD SHX Text Latitude: 31.425586

AutoCAD SHX Text Longitude: -100.4158

AutoCAD SHX Text Elevation: 1850'

AutoCAD SHX Text Latitude: 31.425487

AutoCAD SHX Text Longitude: -100.41428

AutoCAD SHX Text Elevation: 1850'

AutoCAD SHX Text Latitude: 31.425182

AutoCAD SHX Text Longitude: -100.41384

AutoCAD SHX Text Elevation: 1850'

109900901 12

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CIVIL ENGINEER SQUADRON

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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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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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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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EA

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EACH

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EXT. CAB.

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EXTINGUISHER CABINET

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EQ

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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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MPE

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MECHANICAL-PLUMBING-

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MTD.

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MOUNTED

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MANUFACTURED

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MFRD.

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MAXIMUM

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ELECTRICAL

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PLATE

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PLYWOOD

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PLUMBING

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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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PROJECTOR MOUNT

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ROOM

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SOLID CORE WOOD

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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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THK.

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TYPICAL

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TYP.

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TYPICAL MARKER/TACK

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TYP. MRKR./

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TACK BD.

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BOARD

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UNC.

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UNCASED

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WD.

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WOOD

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VINYL WALL COVERING

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UNITED STATES GYPSUM

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VINYL COMPOSITION TILE

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VERT.

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VERTICAL

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WDW.

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WINDOW

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WITH

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WITH MANUFACTURER'S

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WELDED WIRE FABRIC

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DIAMETER

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GOODFELLOW AIR FORCE BASE, TEXAS

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INGS AND LOCALIZED SITE PLAN

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WHERE TAKEN

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CS-02

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AutoCAD SHX Text 1073123

AutoCAD SHX Text September 16, 2019

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CONSTRUCT SPLASH PARK

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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-01 CS-02 CS-03 C-01 C-02 C-03 C-04 C-05 C-06

AutoCAD SHX Text COVER SHEET SHEET INDEX, SYMBOLS, AND ABBREVIATIONS BASE STANDARD SITE LAYOUT AND UTILITIES SPLASH PARK SITE PLAN SPLASH PAD DETAILS SURFACE CROSS SECTIONS SURFACE CROSS SECTIONS MISCELLANEOUS

1 2 3 4 5 6 7 8 9

READY WILLING ABLE

17th

CIVIL ENGINEER SQUADRON

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GOODFELLOW AIR FORCE BASE, TEXAS

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AutoCAD SHX Text September 16, 2019

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CONSTRUCT SPLASH PARK

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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.

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COMMUNICATION

SECONDARY ELECTRICAL LINE

READY WILLING ABLE

17th

CIVIL ENGINEER SQUADRON

NOTES:

1. WATER SUPPLY LINE

CONNECTION IS

APPROXIMATELY AT THIS

LOCATION.

2. ELECTRICAL LINE TO FEED

NEW SPLASH PARK LOAD.

3. STORM DRAINAGE LINE IS

APPROXIMATELY 3 FEET

BELOW GROUND.

CONTRACTOR SHALL FIELD

VERIFY BEFORE ANY DIGGING.

CONTRACTOR SHALL NOT

DISTURB THIS LINE.

4. EXISTING CONCRETE SLAB

5. EXISTING VINYL FENCE

6. PREVIOUS DEMOLISHED POOL

FOOTPRINT

7. EXISTING SIDEWALK

8. EXISTING GRASS

9. CONTRACTOR SHALL PROTECT

EXISTING TREES.

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GOODFELLOW AIR FORCE BASE, TEXAS

AutoCAD SHX Text 17th TRAINING WING

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AutoCAD SHX Text Drawn by: JOSHUA BERGER

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SITE LAYOUT AND UTILITIES

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AutoCAD SHX Text September 16, 2019

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CONSTRUCT SPLASH PARK

A-E Seal:

12''

1'

5'

10'

20'

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GOODFELLOW AIR FORCE BASE, TEXAS

AutoCAD SHX Text 17th TRAINING WING

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CONSTRUCT SPLASH PARK

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EXISTING PAVILION

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EXISTING BATHHOUSE

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NEW EQUIPMENT SHED

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1. THE CONTRACTOR SHALL PLACE CONCRETE AT THIS LOCATION TO FILL IN THE VOID AND CONFORM TO THE EXISTING CONCRETE SLAB'S DIMENSIONS. 2. NEW SIDEWALKS SHALL BE FORMED TO CONNECT THE EXISTING CONCRETE SLAB TO THE EXISTING SIDEWALK. 3. THE CONTRACTOR SHALL SAW CUT AND DEMOLISH THE ROUGH CONCRETE PATCH AND PLACE CONCRETE AT THE LOCATION TO FILL IN THE VOID AND CONFORM TO THE EXISTING CONCRETE SLAB'S DIMENSIONS. 4. SEE DRAWING C-5 CROSS SECTION 2. 5. SEE DRAWING C-5 CROSS SECTION 1. 6. SEE DRAWING C-5 CROSS SECTION 3. 7. THE CONTRACTOR SHALL CONSTRUCT AN EQUIPMENT SHED WITH CONCRETE SLAB. THE EQUIPMENT SHED SHALL HOUSE THE CHEMICALS, PUMPS, FILTRATION SYSTEM, ELECTRICAL PANEL, CONTROL SYSTEM, AND OTHER REQUIRED EQUIPMENT FOR THE SPLASH PARK. 8. THE WHITE PERIMETER FENCE SHALL REMAIN. 9. SEE DRAWING C-3 FOR SPECIFICATIONS BETWEEN CLIN SCHEDULES. 10. TREES SHALL REMAIN. 11. EXISTING CONCRETE SLAB. SEE DRAWING C-4 FOR SPECIFICATIONS BETWEEN CLIN SCHEDULES. 12. CONTRACTOR SHALL PLACE CONCRETE SLAB TO REMAINING AREA OF PREVIOUS DEMOLISHED SWIMMING POOL TO MATCH EXISTING CONDITIONS. 13. THE CONTRACTOR SHALL CONSTRUCT A PICNIC AREA WITHIN THE FOOTPRINT OF THE PRIOR EXISTING POOL AS SHOWN ABOVE. THE PICNIC TABLES, GRILLS, AND UMBRELLAS WILL BE PROVIDED BY THE GOVERNMENT. THE CONTRACTOR SHALL ONLY FURNISH AND INSTALL UMBRELLA POLE INSERTS IN THE PAVERS. 14. CONTRACTOR SHALL PROVIDE A WATER FOUNTAIN. IT SHALL HAVE 2 STATIONS, ONE ADULT AND ONE CHILD ADA COMPLIANT. LOCATION ON DRAWINGS IS TENTATIVE BASED ON KNOWLEDGE OF EXISTING PLUMBING TO CONNECT IT TO. 15. CONTRACTOR SHALL PROVIDE EXTERIOR SECURITY LIGHTING ON PAVILION ROOF FASCIA AS IN SPECIFICATIONS. 16. CONTRACTOR SHALL PROVIDE AN EMERGENCY STOP BUTTON AS IN SPECIFICATIONS. 17. CONTRACTOR SHALL PROVIDE SIGNAGE AS PER SPECIFICATIONS.

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SPLASH PARK SITE PLAN

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17th

CIVIL ENGINEER SQUADRON

ST

A

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FI

N

IS

H

Optional CLIN 0002 Basic CLIN 0001

4 4

3 3

Splash Pad Cross Section

1- Water Loops2- Water Loops

1- Ground Sprays2- Ground Sprays

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GOODFELLOW AIR FORCE BASE, TEXAS

AutoCAD SHX Text 17th TRAINING WING

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SPLASH PAD DETAILS

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AutoCAD SHX Text September 16, 2019

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CONSTRUCT SPLASH PARK

AutoCAD SHX Text A-E Seal:

NOTES: 1. BASIC CLIN 0001 INCLUDES A RAIN BASIC CLIN 0001 INCLUDES A RAIN CURTAIN WATER FEATURE, GROUND SPRAYS, WATER CANNONS, AND WATER LOOPS. THE SPLASH PAD'S RUBBER DECKING SHALL BE PAINTED BLUE IN COLOR. 2. OPTIONAL CLIN 0002 INCLUDES A OPTIONAL CLIN 0002 INCLUDES A MOCK AIRCRAFT, A PAINTED RUNWAY, GROUND SPRAYS, WATER CANNONS, AND WATER LOOPS. THE SPLASH PAD'S RUBBER DECKING SHALL BE PAINTED AIR FORCE BLUE IN COLOR. 3. THE PLANE AND RAIN CURTAIN THE PLANE AND RAIN CURTAIN WATER FEATURE SHALL HAVE THE ABILITY TO DISCONNECT AT THE BASE FOR EASY REMOVAL OR REPLACEMENT. 4. WATER CANNONS SHALL BE PLACED WATER CANNONS SHALL BE PLACED AWAY FROM THE EDGE OF THE SPLASH PAD DECKING AND HAVE A SECTOR ANGLE OF FIRE TO WHERE CHILDREN CANNOT SHOOT WATER OFF OF THE SPLASH PAD AREA. 5. THE SPLASH PAD SHALL HAVE A THE SPLASH PAD SHALL HAVE A CONCRETE SLAB UNDERNEATH. 6. THE DRAWING IS NOT TO SCALE THE THE DRAWING IS NOT TO SCALE THE CONTRACTOR SHALL FIELD VERIFY.

17th

CIVIL ENGINEER SQUADRON

Existing Concrete Slab Existing Subgrade

4'' Thick Pad

Artificial Turf

2'' Premolded Expansion Joint Filler with Sealant Slip resistant Splash Pad rubber surfacing

New Concrete Slab 5'' Thick Slope: 1% Slope to Drain

2'' Diameter Smooth Dowel 6'' Min into Existing Conc.

12'' Min into New Conc.

Grease the 12'' End Space @ 30'' O.C.

2'' Sand Cushion

Non Expansive Fill Compact to 95%

Existing Concrete Slab

Existing Subgrade

2'' Premolded Expansion Joint Filler with Sealant Slip resistant Splash Pad rubber surfacing

New Concrete Slab 5'' Thick Slope: 1% Slope to Drain

2'' Diameter Smooth Dowel 6'' Min into Existing Conc.

12'' Min into New Conc.

Grease the 12'' End Space @ 30'' O.C.

2'' Sand Cushion Non Expansive Fill

Compact to 95%

Optional CLIN 0003 Basic CLIN 0001

Surface Cross Section

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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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CONSTRUCT SPLASH PARK

AutoCAD SHX Text A-E Seal:

NOTES: 1. BASIC CLIN 0001 CONSISTS OF BASIC CLIN 0001 CONSISTS OF USING THE EXISTING CONCRETE FOUNDATION WITH NO ARTIFICIAL TURF OR PADDING. 2. OPTIONAL CLIN 0003 INCLUDES OPTIONAL CLIN 0003 INCLUDES ARTIFICIAL TURF AND PADDING TO SURROUND THE SPLASH PAD AND COVER THE EXISTING CONCRETE FOUNDATION. CONTRACTOR SHALL REPAIR AND LEVEL EXISTING CONCRETE BEFORE PLACING ARTIFICIAL TURF AS PART OF THIS OPTIONAL CLIN. 3. THE DRAWING IS NOT TO SCALE AND THE DRAWING IS NOT TO SCALE AND THE CONTRACTOR SHALL FIELD VERIFY.

17th

CIVIL ENGINEER SQUADRON

Existing Concrete Slab

Existing Subgrade

4'' Thick Pad

2'' Premolded Expansion Joint Filler with Sealant

Slip Resistant Splash Pad Rubber Surfacing

New Concrete Slab 5'' Thick Slope: 1% Slope to Drain1

2'' Diameter Smooth Dowel 6'' Min into Existing Conc.

12'' Min into New Conc.

Grease the 12'' End Space @ 30'' O.C.

2'' Sand Cushion

Non Expansive Fill Compact to 95%

Artificial Turf

Existing Concrete Slab

Existing Subgrade

4'' Thick Pad

Artificial Turf Transitioning strip.

ADA

compliant.

Existing Pavilion Concrete Slab

Existing Joint

Compacted Subgrade 95%

Existing Concrete Slab

3/4'' Thick Pad

Artificial Turf

Slip Resistant Paver

6 Mil Poly Weed Barrier

1'' Sand

4'' Compacted Limestone 95%

Existing Subgrade

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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 September 16, 2019

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CONSTRUCT SPLASH PARK

AutoCAD SHX Text A-E Seal:

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NOTES: 1. ALL CROSS SECTIONAL DRAWINGS ARE BASED ON OPTIONAL CLIN 0003.

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SURFACE CROSS SECTIONS

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CROSS SECTION 1

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CROSS SECTION 2

CROSS SECTION 3

Goodfellow AFB Splash Park Rules:

4"

3 3/4"

2"

3 3/4"

4"

4" 23

4"

2"

2"

4"

4"

READY WILLING ABLE

17th

CIVIL ENGINEER SQUADRON

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1. DO NOT SMOKE DO NOT SMOKE 2. DO NOT CLIMB ON STRUCTURE DO NOT CLIMB ON STRUCTURE 3. THERE IS NO FACILITY SUPERVISION. THERE IS NO FACILITY SUPERVISION. PARENTS ARE RESPONSIBLE FOR SUPERVISING THEIR CHILDREN 4. NO PETS ALLOWED NO PETS ALLOWED

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GOODFELLOW AIR FORCE BASE, TEXAS

AutoCAD SHX Text 17th TRAINING WING

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AutoCAD SHX Text September 16, 2019

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CONSTRUCT SPLASH PARK

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AutoCAD SHX Text Miscellaneous

AutoCAD SHX Text 1 1/2" = 1'-0"

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SIGN DETAIL

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NTS

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EXTERIOR WATER FOUNTAIN DETAIL

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AutoCAD SHX Text SIGN DETAIL NOTES: 1. WHITE LETTERS AND NUMBERS ON DARK BROWN BACKGROUND. WHITE LETTERS AND NUMBERS ON DARK BROWN BACKGROUND. 2.