Attachment 1a - Drawings.pdf

PDF 6 MB Posted Jul 14, 2023

Attached to: Expand Splash Park Federal contract opportunity
Solicitation number: FA303023Q0042
Issued by: Department of the Air Force Air Education and Training Command

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Written by GovTribe AI · Dec 21, 2023

This is a solicitation for expanding an existing splash park at Goodfellow Air Force Base in Texas. The Department of the Air Force is seeking to replace damaged artificial turf areas, add river rock and decomposed granite surfaces, install new picket fencing and gates around the splash pad and basketball court, and add benches. Bidders must submit proposals by the date listed on the cover sheet. The incumbent contractor will be responsible for removing all construction debris from the site and providing final cleanup once work is complete.

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Other files for this federal contract opportunity

Other files attached to Expand Splash Park, newest first.
File	Type	Posted
Attachment 7 - Questions and Answers - Expand Splash Park.pdf	PDF	Aug 5, 2023
Solicitation Amendment - FA303023Q00420003.pdf	PDF	Aug 5, 2023
Solicitation Amendment FA303023Q00420003 SF 30.pdf	PDF	Aug 5, 2023
Attachment 8 - Site Visit Attendance Sheet.pdf	PDF	Aug 5, 2023
Solicitation Amendment - FA303023Q00420002.pdf	PDF	Jul 27, 2023
Attachment 1a - Updated Drawings.pdf	PDF	Jul 27, 2023
Solicitation Amendment FA303023Q00420002 SF 30.pdf	PDF	Jul 27, 2023
Solicitation Amendment FA303023Q00420001 SF 30.pdf	PDF	Jul 25, 2023
Solicitation Amendment - FA303023Q00420001.pdf	PDF	Jul 25, 2023
Attachment 1 - Statement of Work.pdf	PDF	Jul 14, 2023
Attachment 3 - Environmental Protection.pdf	PDF	Jul 14, 2023
Attachment 6 - DoD Contractor Guide 2021.pdf	PDF	Jul 14, 2023
Solicitation - FA303023Q0042.pdf	PDF	Jul 14, 2023
Attachment 2 - AF Form 66 Schedule of Material Submittals.xlsx	XLSX spreadsheet	Jul 14, 2023
Attachment 4 - Base Access Letter (BAL) Request Template.docx	DOCX document	Jul 14, 2023
Attachment 5 - Davis-Bacon Act WD TX20230282.pdf	PDF	Jul 14, 2023

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P E

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RETENTION POND

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MITCHELL STREET

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PERIMETER ROAD S

MITCHELL STREET

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GOODFELLOW DRIVE

HORNET STREET

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POLLARD STREET

MATHIS ST.

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MARAUDER STREET

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POWELL STREET

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SOUTH CHADBOURNE STREET

INSPECTION STATION

INCOMING VEHICLE

500'

CLEAR ZONE

EXPLOSIVE

1250'

EXPLOSIVE CLEAR ZONE

QUANTITY DISTANCE

JOINER AVE.

E O

O A

TROOPWALK

1250'

EXPLOSIVE CLEAR ZONE

QUANTITY DISTANCE

OBSTACLE COURSE

JOINT FORCES

6 6

9 10

W. VALIANT STREET

CANBERRA STREET E

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READY WILLING

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17th

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ENGINEER SQUADRON

READY WILLING

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17th

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ENGINEER SQUADRON

RECOMMENDED (BCE)

CHIEF OF OPERATIONS

USING AGENCY

PROJECT MANAGER

PROGRAM MANAGEMENT

PROGRAM DEVELOPMENT

COMMUNICATIONS

ASSET MANAGEMENT

SUBMITTED (PROGRAMS CHIEF)

BIO-ENVIRONMENTAL OFFICER

SECURITY FORCES

SAFETY

FIRE CHIEF

SIGNATURE

DATE

USING AGENCY

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

IN CASE OF EMERGENCY CALL (325) 654-7000

1. THE CONTRACTOR SHALL MAINTAIN A CONSTRUCTION SITE NEAT AND CLEAN OF DEBRIS AS DIRECTED BY THE CONTRACTING OFFICER. THE CONTRACTOR'S WASTE DUMPSTERS SHALL BE EMPTIED ON A REGULAR BASIS.

ROADWAYS SHALL BE CLEAR OF DIRT AND DEBRIS. THE CONTRACTOR SHALL WATER-DOWN AREA FOR DUST

CONTROL.

2. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SILT FENCING AROUND THE LIMITS OF CONSTRUCTION SITE.

SILT FENCING SHALL ALSO BE PROVIDED AROUND AREA STORM DRAINAGE SURFACE INLETS. AT THE POST CONSTRUCTION PHASE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL MATERIALS RELATED TO THE PROJECT SILT FENCING TO INCLUDE ACCUMULATED DEBRIS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRINGING THE AREA AROUND ALL SILT FENCING BACK TO THEIR ORIGINAL CONDITION PRIOR TO THE INSTALLATION OF SAID FENCING AND PROJECT CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN RECORDS OF THE ORIGINAL CONDITION OF THE SITE. SUCH RECORDS SHALL BE IN THE FORM OF COLOR PHOTOGRAPHS THAT SHALL BE KEPT ON FILE AS WELL AS TRANSMITTED TO THE GOVERNMENT FOR SAFE

KEEPING.

3. THE CONTRACTOR SHALL INSTALL AND MAINTAIN A 6'-0" TALL TEMPORARY CONSTRUCTION CHAIN-LINK FENCE AROUND THE LIMITS OF WORK, NOT INCLUDING THE CONSTRUCTION ACCESS ROAD. COORDINATE CHAINS AND PADLOCKS ON GATES WITH GOODFELLOW FIRE DEPARTMENT. EACH GATE SHALL BE NUMBERED FOR EMERGENCY ACCESS AND SHALL HAVE INGRESS/EGRESS SIGNAGE AND AREA LIGHTING. THE CONTRACTOR SHALL MAINTAIN FIRE ACCESS THROUGH EACH INDIVIDUAL CONSTRUCTION SITE AT ALL TIMES.

4. 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 SHALL BE REQUIRED PRIOR TO THE START OF CONSTRUCTION.

5. ALL CONTRACTORS SHALL STOCKPILE REQUIRED MATERIALS AND EQUIPMENT WITHIN THE LIMITS OF

RESPECTIVE PROJECT AREAS OR STAGING AREA AS INDICATED ON THE DRAWINGS.

6. ALL HAUL ROADS SHALL BE MAINTAINED SUCH THAT UNOBSTRUCTED ACCESS SHALL 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 THE CONTRACTING

OFFICER.

7. THE 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.

8. WHILE WITHIN GOODFELLOW AFB, THE CONTRACTOR SHALL COMPLY WITH BASE REGULATIONS PERTAINING

TO "NO FIREARMS" AND "NO ILLEGAL DRUGS."

9. ONLY RUBBER-TIRED VEHICLES SHALL BE ALLOWED ON EXISTING PAVEMENT THAT IS TO REMAIN IN PLACE.

10. ALL CONTRACTOR OPERATIONS SHALL BE CONDUCTED AND PERFORMED WITHIN ACCORDANCE OF DEPARTMENT OF LABOR OSHA REQUIREMENTS FOUND IN 29 CFR 1910 [1910.146 AND 1910.147] AND 29 CFR 1926, AND AIR FORCE OCCUPATIONAL SAFETY AND HEALTH [AFOSH] AND 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, PAMPHLETS, INSTRUCTIONS, STANDARDS, HANDBOOKS AND WITH THE CORPS OF ENGINEERS [COE] SAFETY MANUAL 385-1-1 [EDITION IN EFFECT ON THE DATE OF THIS SOLICITATION]. ALL PROJECT SITES SHALL BE SUBJECT TO INSPECTION BY THE DEPARTMENT OF LABOR. IN THE EVENT OF CONFLICT BETWEEN THE OSHA STANDARDS AND THESE REQUIREMENTS, THE MOST STRINGENT

SHALL APPLY.

11. AT ALL TIMES, THE CONTRACTOR SHALL MAINTAIN ONE FIRE LANE FREE OF OBSTRUCTION AND MAINTAIN

ACCESS TO THE SITE AND ALL SURROUNDING ROADS AND STREETS.

12. GRASS AND WEEDY VEGETATION WITHIN THE AREAS UTILIZED BY THE CONTRACTOR, INCLUDING WORK AREAS, ADMINISTRATIVE AREAS AND STORAGE AREAS SHALL BE MOWED WHEN THE GRASS AND WEEDY VEGETATION IS AT 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 A MANNER THAT THE SOIL AND GRASS SHALL 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.

13. EROSION CONTROL DEVICES SHALL BE USED FOR STAGING AREAS AND MATERIAL STOCKPILES WHEN NECESSARY TO CONTROL EROSION AND STORMWATER RUNOFF IN ACCORDANCE WITH FEDERAL, STATE AND

LOCAL REGULATIONS. A SWPPP SHALL BE SUBMITTED PRIOR TO MOBILIZING.

1. PROSPECTIVE OFFERERS SHALL ONLY CONTACT THE BASE CONTRACTING OFFICE 17 CONS/LGCA, 210 SCHERTZ BLVD. GOODFELLOW AIR FORCE BASE, TEXAS 76908-4122, 325-654-5174 FOR ANY AND ALL INFORMATION WITH REGARDS TO THIS SOLICITATION.

2. ALL WORK SHALL BE NEW, UNUSED, AND OF INDUSTRY-WIDE QUALITY OR AS INDICATED HEREIN, WHICHEVER IS OF THE HIGHEST QUALITY. THE

CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.

3. THE CONTRACTOR SHALL INITIATE AND PROCESS FOR APPROVAL AF FORM #103 "WORK CLEARANCE REQUEST" FOR THE CONTRACTING OFFICER PRIOR

TO PERFORMANCE OF ON-SITE WORK.

4. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO EXCAVATION OR TRENCHING.

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE SERVICE LINES AS REQUIRED FOR CONSTRUCTION FOR THIS PROJECT.

5. THE CONTRACTOR SHALL HAND DIG WITHIN (2) FEET EITHER SIDE OF UTILITY CROSSING UNTIL THE UTILITY IS PHYSICALLY EXPOSED, PRIOR TO PERFORMING MECHANICAL TRENCHING OR EXCAVATING. PROVIDE NEW TOPSOIL AND HYDROMULCHING IN ALL AREAS WHERE DISTURBED OR

DAMAGED BY CONSTRUCTION ACTIVITIES.

6. PROSPECTIVE OFFERERS ARE HIGHLY ENCOURAGED TO ATTEND THE SCHEDULED PRE-PROPOSAL SITE VISIT TO THOROUGHLY FAMILIARIZE THEMSELVES WITH ANY AND ALL EXISTING SITE AND PROJECT LOCATION CONDITIONS WHICH MAY AFFECT THE WORK UNDER THIS CONTRACT. THE GOVERNMENT SHALL NOT BE RESPONSIBLE FOR CONTRACTOR ERRORS OR OMISSIONS WHICH COULD BE MADE KNOWN BY ATTENDING A SCHEDULED SITE VISIT.

7. THE CONTRACTOR SHALL COORDINATE ALL COMMUNICATIONS WORK WITH THE ENGINEERING SECTION MANAGER AT FRONTIER COMMUNICATIONS AT 1-800-921-8102; WITH THE INSTALLATION OFFICE, SUDDENLINK CABLE AT 1-877-794-2724 AND THE GOODFELLOW AFB COMMUNICATIONS SQUADRON

AT 325-654-3010.

8. THE CONTRACTOR SHALL INTIATE AND PROCESS FOR APPROVAL AF FORM #103 "WORK CLEARANCE REQUEST" TO THE GOODFELLOW AFB ASSIGNED PROJECT MANAGER PRIOR TO PERFORMANCE OF ON-SITE WORK. SITE UTILITIES THAT ARE LOCATED AND MARKED BY THE GOVERNMENT SHALL BE

MAINTAINED BY THE CONTRACTOR.

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TWIN BUTTES

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RESERVOIR

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NASWORTHY

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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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(U.S. HWY. 87)

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HOUSTON

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XPWY

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SHEET TITLE

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SEQ.

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SHEET

AutoCAD SHX Text 1115480

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18 MAY 2023

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GOODFELLOW AIR FORCE BASE, TEXAS

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PROJECT TITLE

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ADD/ALTER SPLASH PARK

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ASBESTOS CONTAINING MATERIAL [ACM]

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AND LEAD BASED PAINT [LBP] STATEMENT

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AutoCAD SHX Text This facility contains ACM/LBP materials.

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

AutoCAD SHX Text left in place for this project.

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

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

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NOT FOR CONSTRUCTION

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PROJECT NO.

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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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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 (2020)

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ANNUAL RATE OF CHANGE: 6' WEST/YEAR

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SOUTH 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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VISITOR CONTROL CENTER

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(325) 654-4122

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INSPECTION STATIONS

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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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(325) 654-1290

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(325) 654-5174

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HAUL ROUTE

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COMMERCIAL VEHICLE

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SPLASH PARK

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SECURITY FORCES

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BUILDING 3323

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EMERGENCY CONTROL CENTER (E.C.C.)

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PROJECT LOCATION

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COVER SHEET

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CS-01

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ADD/ALTER SPLASH PARK

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GENERAL NOTES

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PROJECT NOTES

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(325) 654-3504

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BUILDING 517

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ALT. EMERGENCY CONTROL CENTER (E.C.C.)

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LAYDOWN AREA

MITCHELL STREET

READY WILLING

ABL

17th

CIVIL

ENGINEER SQUADRON

READY WILLING

ABL

17th

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ENGINEER SQUADRON

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MISCELLANEOUS

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CONC. MASONRY UNIT

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CABINET

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COORD

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BLOCKING

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ADJUSTABLE

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EXT.

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EXTERIOR

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PSI

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LAVATORY

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[WHERE APPLICABLE]

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ATTENUATING

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EACH WAY

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EXP. JT.

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EXPANSION JOINT

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ELECTRIC WATER COOLER

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FLOOR DRAIN

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FLR.

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FLOOR

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FLR. E.J.

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FLOOR EXPANSION JOINT

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FURR'G

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FURRING

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HANDICAPPED

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HDWD.

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HARDWOOD

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HORIZ.

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HORIZONTAL

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MECH.

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MECHANICAL

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MPE

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MECHANICAL-PLUMBING-

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MINIMUM

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MIN.

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MTD.

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MOUNTED

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MANUFACTURER

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MFR.

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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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RCP

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REFLECTED CLG. PLAN

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PROJ. MNT.

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PROJECTOR MOUNT

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REF.

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REFERENCE

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RM.

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ROOM

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SECTION

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SCW

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SOLID CORE WOOD

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STAINLESS STEEL

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STL.

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STEEL

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SCHED.

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SCHEDULE

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SPEC.

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SPECIFICATION

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RESIL.

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RESILIENT

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STRUCT.

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STRUCTURE

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SUSP. GRID

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SUSPENDED GRID

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CLG. SYS.

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CEILING SYSTEM

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THICK

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THK.

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TYPICAL

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TYP.

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TYPICAL MARKER/TACK

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TYP. MRKR./

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TACK BD.

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BOARD

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UNC.

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UNCASED

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WD.

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WOOD

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VINYL WALL COVERING

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UNITED STATES GYPSUM

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VINYL COMPOSITION TILE

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VERT.

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VERTICAL

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WDW.

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WINDOW

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WITH

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W/MFR'S

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WITH MANUFACTURER'S

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WELDED WIRE FABRIC

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DIAMETER

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SHEET NUMBER

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DRAWING NUMBER

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SECTION REFERENCE KEY

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ENLARGED PLAN OR DETAIL REFERENCE

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DRAWING REFERENCE KEY

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LEGEND:

AutoCAD SHX Text PRIVATIZED ELECTRICAL UTILITY SYSTEMS: AEP TEXAS NORTH COMPANY IS THE UTILITY OWNER AND SOLE PROVIDER OF THE ELECTRICAL PRIMARY DISTRIBUTION UTILITY SYSTEM AT GOODFELLOW AIR FORCE BASE, TEXAS. NEWLY PROVIDED SYSTEM INFRASTRUCTURE AND/OR MODIFICATIONS OF OR CONNECTIONS TO THE EXISTING SYSTEM INFRASTRUCTURE IDENTIFIED IN THE SPECIFICATIONS AND/OR DRAWINGS 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 FACILITIES 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 INFRASTRUCTURE 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 (WHERE APPLICABLE): 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, IF REQUIRED. LOCATION TO BE APPROVED BY AEP TEXAS. NOTE: ANY LINE EXTENSION REQUIRED TEMPORARY POWER POLE, IF REQUIRED. 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. CONSTRUCTION OF TRANSFORMER PAD. 4. INSTALLATION OF SECONDARY CABLE TERMINALS. INSTALLATION OF SECONDARY CABLE TERMINALS. CONSTRUCTION NOTES (WHERE APPLICABLE): 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 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. 7. TRANSFORMERS LARGER THAN 1000 kVA WILL REQUIRE A LARGER PAD. TRANSFORMERS LARGER THAN 1000 kVA WILL REQUIRE A LARGER PAD. 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.

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LOCALIZED AREA PLAN NOT TO SCALE

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AutoCAD SHX Text A101

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AutoCAD SHX Text A501

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SHEET TITLE

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SEQ.

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SHEET

AutoCAD SHX Text 1115480

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18 MAY 2023

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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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ADD/ALTER SPLASH PARK

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ASBESTOS CONTAINING MATERIAL [ACM]

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AND LEAD BASED PAINT [LBP] STATEMENT

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AutoCAD SHX Text This facility contains ACM/LBP materials.

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

AutoCAD SHX Text left in place for this project.

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

AutoCAD SHX Text removed by the Air Force.

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

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

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

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

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NOT FOR CONSTRUCTION

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GENERAL INFORMATION 1

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CS-02

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TRUE NORTH

INDEX OF DRAWINGS SHEET ID SHEET DESCRIPTION PAGE # SHEET DESCRIPTION PAGE # PAGE # CS-01 COVER SHEET 01 COVER SHEET 01 01 CS-02 GENERAL INFORMATION 1 02 GENERAL INFORMATION 1 02 02 CS-03 GENERAL INFORMATION 2 03 GENERAL INFORMATION 2 03 03 C-01 SITE LAYOUT & UTILITIES 04 SITE LAYOUT & UTILITIES 04 04 C-02 SPLASH PAD SITE PLAN 05 SPLASH PAD SITE PLAN 05 05 C-03 SURFACE/GATE DETAILS 06 SURFACE/GATE DETAILS 06 06 C-04 BENCH/FENCING DETAILS 07 BENCH/FENCING DETAILS 07 07 C-05 SITE PICTURES 08 SITE PICTURES 08 08

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AutoCAD SHX Text A. GENERAL NOTES 1. CONSTRUCTION ACCESS TO THE SITE SHALL BE THROUGH THE EXISTING SOUTH GATE LOCATED ON CONSTRUCTION ACCESS TO THE SITE SHALL BE THROUGH THE EXISTING SOUTH 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 2:00 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 THE CONTRACTING OFFICER. THE 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. 4. THE CONTRACTOR AND CONTRACTOR PERSONNEL WILL NOT BE REQUIRED TO PARTICIPATE IN BASEWIDE ACTIVE SHOOTER DRILLS, EMERGENCY RESPONSE DRILLS, AND OTHER INCIDENT RESPONSE DRILLS. THE GOVERNMENT WILL COORDINATE THE OCCURRENCE OF THESE DRILLS WITH THE CONTRACTOR IN THE EVENT THAT DRILLS WILL AFFECT CONTRACTOR ACCESS TO GOODFELLOW AFB. B. STAGING NOTES 1. CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY CONSTRUCTION CHAIN LINK FENCE, 6 CONTRACTOR SHALL PROVIDE 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 CS-01 AND CS-02. LOCATION OF ACCESS/ HAUL ROADS ARE AS INDICATED ON CS-01 AND CS-02. 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 G-000 AND G-001. 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.) PERSONNEL ATTEMPTING TO GAIN ACCESS TO GOODFELLOW AFB NOT IN COMPLIANCE WITH BASE SECURITY REQUIREMENTS MAY BE REJECTED ACCESS TO THE BASE. 6. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, THE CONTRACTOR'S CONSTRUCTION EQUIPMENT WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, THE CONTRACTOR'S CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE PARKED WITHIN THE WORK AREA OR STAGING AREA. D. COORDINATION AND COMMUNICATION DURING CONSTRUCTION 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CORDON OFF THE WORK AREAS AND STREET PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CORDON OFF THE WORK AREAS AND STREET CROSSINGS BY USING APPROVED BARRICADES. E. TRAFFIC CONTROL 1. ONLY RUBBER-TIRED VEHICLES SHALL BE ALLOWED ON EXISTING PAVEMENT THAT IS TO REMAIN. ONLY RUBBER-TIRED VEHICLES SHALL BE ALLOWED ON EXISTING PAVEMENT THAT IS TO REMAIN. 2. ANY DAMAGE TO ROADS AND PAVEMENT DUE TO CONSTRUCTION EQUIPMENT, CONSTRUCTION ANY DAMAGE TO ROADS AND PAVEMENT DUE TO CONSTRUCTION EQUIPMENT, CONSTRUCTION TRAFFIC OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION BY THE CONTRACTOR AT HIS/ HER OWN EXPENSE. F. EQUIPMENT AND STOCKPILE HEIGHT 1. STOCKPILE ALL CONSTRUCTION MATERIALS WITHIN STAGING AREA. MAXIMUM HEIGHT 15.00' WITH 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.

AutoCAD SHX Text 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 THE 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 STATEMENT OF WORK. 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.

AutoCAD SHX Text

AutoCAD SHX Text PROJECT NOTES 1. THESE PROJECT NOTES SHALL APPLY THROUGHOUT THE CONTENTS OF THESE CONSTRUCTION DOCUMENTS AND ALL WORK FOR THIS THESE PROJECT NOTES SHALL APPLY THROUGHOUT THE CONTENTS OF THESE CONSTRUCTION DOCUMENTS AND ALL WORK FOR THIS PROJECT. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING AND NEW DIMENSIONS AND CONDITIONS PRIOR TO COMMENCEMENT OF ANY AND ALL WORK THE CONTRACTOR SHALL VERIFY ALL EXISTING AND NEW DIMENSIONS AND CONDITIONS PRIOR TO COMMENCEMENT OF ANY AND ALL WORK FOR THIS PROJECT. 3. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, TOOLS, EQUIPMENT, AND ASSOCIATED WORK REQUIRED TO COMPLETELY EXECUTE THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, TOOLS, EQUIPMENT, AND ASSOCIATED WORK REQUIRED TO COMPLETELY EXECUTE THE PROJECT. 4. THE CONTRACTOR SHALL PROVIDE ALL WORK COMPLETE, IN TEH QUICKEST TIME PRACTICAL, AND IN A NEAT WORKMANLIKE MANNER. THE CONTRACTOR SHALL PROVIDE ALL WORK COMPLETE, IN TEH QUICKEST TIME PRACTICAL, AND IN A NEAT WORKMANLIKE MANNER. 5. THE CONTRACTOR SHALL PROVIDE ITEMS OF WORK NOT SPECIFICALLY INDICATED, BUT OBVIOUSLY AND/OR NORMALLY REQUIRED TO THE CONTRACTOR SHALL PROVIDE ITEMS OF WORK NOT SPECIFICALLY INDICATED, BUT OBVIOUSLY AND/OR NORMALLY REQUIRED TO COMPLETELY AND PROPERLY EXECUTE THE WORK. 6. THE CONTRACTOR SHALL COMPLY WITH ALL LAWS GOVERNING SAFETY, SPECIFICALLY THE "OCCUPATIONAL SAFETY AND HEALTH" STANDARDS THE CONTRACTOR SHALL COMPLY WITH ALL LAWS GOVERNING SAFETY, SPECIFICALLY THE "OCCUPATIONAL SAFETY AND HEALTH" STANDARDS (OSHA) 7. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FEDERAL "AMERICANS WITH DISABILITIES ACT" AND THE "TEXAS THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FEDERAL "AMERICANS WITH DISABILITIES ACT" AND THE "TEXAS ACCESSIBILITIES STANDARDS/TEXAS "ELIMINATIONS OF ARCHITECTURAL BARRIERS ACT" [LATEST EDITIONS] 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THE EXISTING ON-SITE BUILDINGS AND OTHER INSTALLATIONS THAT ARE THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THE EXISTING ON-SITE BUILDINGS AND OTHER INSTALLATIONS THAT ARE TO REMAIN INTACT DURING AND AFTER WORK FOR THIS PROJECT. 9. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT THE PROJECT DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT THE PROJECT DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, BRACING AND SHORING OF DEAD LOADS, CONSTRUCTION LOADS, AND WIND LOADS. 10. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN FIRE EXTINGUISHERS ON SITE DURING CONSTRUCTION FOR THIS PROJECT. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN FIRE EXTINGUISHERS ON SITE DURING CONSTRUCTION FOR THIS PROJECT. 11. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A CLEAN, SECURE, WEATHERTIGHT, TEMPORARY FIELD OFFICE WITH ALL REQUIRED THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A CLEAN, SECURE, WEATHERTIGHT, TEMPORARY FIELD OFFICE WITH ALL REQUIRED SERVICES DURING THE COURSE OF THE PROJECT. THE FIELD OFFICE SHALL BE A PORTABLE FACILITY PLACED ON SITE AT A LOCATION MUTUALLY AGREEABLE TO BOTH CONTRACTOR AND CONTRACTING OFFICER OR CONTRACTING OFFICER REPRESENTATIVE. 12. THE CONTRACTOR SHALL MAINTAIN A COMPLETE, CURRENT SET OF THE CONSTRUCTION DOCUMENTS AND DAILY PROJECT LOG IN THE FIELD THE CONTRACTOR SHALL MAINTAIN A COMPLETE, CURRENT SET OF THE CONSTRUCTION DOCUMENTS AND DAILY PROJECT LOG IN THE FIELD OFFICE AT ALL TIMES. DAILY REPORTS INDICATING NUMBER OF EMPLOYEES WORKING, WORK PERFORMED, EQUIPMENT USED, AND PROGRESS PICTURES SHALL BE SUBMITTED VIA EMAIL TO THE CONTRACTING OFFICER OR CONTRACTING OFFICER REPRESENTATIVE ON A WEEKLY OR DAILY BASIS UNTIL PROJECT COMPLETION. 13. THROUGHOUT THE ENTIRE COURSE OF THE WORK, THE CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERINTENDENT ON SITE AT ALL TIMES THROUGHOUT THE ENTIRE COURSE OF THE WORK, THE CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERINTENDENT ON SITE AT ALL TIMES MONDAY-FRIDAY DURING DESIGNATED WORK TIMES. CONTRACTOR SHALL PROVIDE AN ASSIGNED ALTERNATE ON SITE SUPERINTENDENT DURING THE PRIMARY SUPERINTENDENTS ABSENCE. BOTH SHALL HAVE FULL AUTHORITY TO ACT ON BEHALF OF THE CONTRACTOR. 14. THE CONTRACTOR SHALL COORDINATE ALL WORK FOR THIS PROJECT WITH WORK OF OTHER TRADES. THE CONTRACTOR SHALL COORDINATE ALL WORK FOR THIS PROJECT WITH WORK OF OTHER TRADES. 15. THE CONTRACTOR SHALL PROVIDE AND PROPERLY MAINTAIN PORTABLE TOILET(S) ON SITE FOR USE BY CONTRACTOR EMPLOYEES OR THE CONTRACTOR SHALL PROVIDE AND PROPERLY MAINTAIN PORTABLE TOILET(S) ON SITE FOR USE BY CONTRACTOR EMPLOYEES OR SUBCONTRACTORS. USE OF EXISITNG FIRE STATION RESTROOMS WILL NOT BE ALLOWED. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS FROM PROJECT SITE AND SHALL PROVIDE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS FROM PROJECT SITE AND SHALL PROVIDE AND MAINTAIN DUMPSTERS, INCLUDING ALL ASSOCIATED DUMPING FEES, HAULING OF DEBRIS FROM SITE, AND REMOVAL FEES. 17. THE CONTRACTOR SHALL KEEP THE PROJECT FACILITY AND SITE FREE OF ALL DEBRIS ON A DAILY BASIS AND PROVIDE FINAL CLEANUP IN THE CONTRACTOR SHALL KEEP THE PROJECT FACILITY AND SITE FREE OF ALL DEBRIS ON A DAILY BASIS AND PROVIDE FINAL CLEANUP IN ACCORDANCE WITH THE SPECIFICATIONS AND TO THE CONTRACTING OFFICER'S SATISFACTION. 18. THE CONTRACTING OFFICER SHALL BE THE FINAL AUTHORITY IN MATTERS REGARDING INTERPRETATION OF THE INSTRUCTIONS AND INTENT THE CONTRACTING OFFICER SHALL BE THE FINAL AUTHORITY IN MATTERS REGARDING INTERPRETATION OF THE INSTRUCTIONS AND INTENT OF THE CONSTRUCTION DOCUMENTS. 19. IN THE EVENT OF DISCREPANCIES, SPECIFICATIONS SHALL TAKE PRECEDENT OVER THE DRAWINGS, IN THE EVENT OF DISCREPANCIES, SPECIFICATIONS SHALL TAKE PRECEDENT OVER THE DRAWINGS, 20. UNLESS INDICATED OTHERWISE, ALL EXTERIOR AND INTERIOR FINISHES SHALL BE CODE COMPLIANT AND AS DIRECTED BY THE PROJECT UNLESS INDICATED OTHERWISE, ALL EXTERIOR AND INTERIOR FINISHES SHALL BE CODE COMPLIANT AND AS DIRECTED BY THE PROJECT MANAGER. 21. THE CONTRACTOR SHALL PROVIDE THE CONTRACTING OFFICER OR CONTRACTING OFFICER REPRESENTATIVE WITH ALL MATERIAL AND/OR THE CONTRACTOR SHALL PROVIDE THE CONTRACTING OFFICER OR CONTRACTING OFFICER REPRESENTATIVE WITH ALL MATERIAL AND/OR PRODUCT SAMPLES AND COLORS FOR PROPER SELECTION AND FINAL APPROVAL PRIOR TO INSTALLATION. 22. THE CONTRACTOR SHALL PROVIDE SUBMITTALS FOR ALL PRODUCTS AND/OR MATERIALS LISTED IN THE SPECIFICATIONS FOR APPROVAL THE CONTRACTOR SHALL PROVIDE SUBMITTALS FOR ALL PRODUCTS AND/OR MATERIALS LISTED IN THE SPECIFICATIONS FOR APPROVAL PRIOR TO INSTALLATION. 23.

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File details come from the government source that posted it. Updated Jul 14, 2023.