02 - Govt Drawings Template - EOD Proficiency Range - Attachment F.pdf
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- Attached to
- EOD Proficiency Range
- Solicitation number
- S-24800-00015594
- Issued by
- Oregon
About this file
This is a government drawings template document prepared for the EOD Proficiency Range project at Portland Air National Guard Base in Oregon, with project number TQKD26-2006 dated April 2026. The project encompasses three contract line items (CLINs): CLIN 1 for the Proficiency Range construction, CLIN 2 for a Viewing Pad, and CLIN 3 for an additional Viewing Pad cover. The primary scope of work involves constructing a 10' x 10' concrete viewing pad with a 6-inch slab-on-grade in a restricted military area. The concrete must meet 4000 PSI strength at 28 days and comply with ACI 301 Section 5 specifications, with reinforcing steel per ASTM A615 Grade 60 or ASTM A706 Grade 60 for weldable applications. Concrete mixes and rebar designs require government approval prior to installation. The contractor must complete all work within a restricted access area requiring government escort throughout the project duration, with the project schedule requiring approval 10 business days before work commences to arrange military escorts.
Key project requirements include contractor responsibility for underground utility locates, daily photo documentation with progress reports, weekly progress meetings as requested by the government, and waste removal off-base with weight-reported waste tickets submitted to the PANG Environmental Department. The contractor must provide sanitary facilities, bring potable water on-site, and ensure all water used is contained and removed off-site due to restrictive DEQ stormwater permit requirements. Equipment and tool washing is prohibited on-base, and any spills must be immediately remediated with government notification. All disturbed areas must be reseeded per specifications, concrete edges must be trowel-finished, and hot work permits must be obtained from the PANG Fire Department. Material laydown and parking are designated in a specified blue box area, with access coordinated through the Civil Engineer point of contact prior to contractor arrival at the gate.
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Text version
Project Name: EOD PRO RANGE Project No: TQKD26-2006 Date: April 2026 Drawing No:
Drawing Title:
EOD Pro Range Portland Air National Guard Base, Oregon
COVER
G-01
SHEET INDEX
G-01 TITLE
G-02 GENERAL NOTES
G-03 SITE ACCESS
D-01 GENERAL MAP
D-02 CLIN 1 DRAWINGS
D-03 CLIN 2 DRAWINGS
BID OPTION SUMMARY
1. CLIN 1 – PROFICIENCY RANGE
2. CLIN 2 – VIEWING PAD
3. CLIN 3 – VIEWING PAD COVER
Drawing Title:
General Notes
G-02
GENERAL PROJECT NOTES:
1. ITB AND DRAWINGS TO BE READ IN CONJUNCTION WITH
SPECIFICATIONS AND ALL ATTACHMENTS IN ITB.
2. ALL DEBRIS TO BE DISPOSED OFF BASE. WASTE TICKETS TO BE
SUBMITTED TO PANG ENVIRONMENTAL DEPARTMENT.
3. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND ADJUST
WORK PLAN ACCORDINGLY, PRIOR TO BEGINNING CONSTRUCTION.
4. WORK TO BE COMPLETED IN RESTRICTED AREA. GOVERNEMTN
ESCORT REQUIRED FOR THE DURATION OF THE PROJECT.
5. PROJECT SCHEDULE (DAYS AND TIMES) MUST BE APPROVED 10
BUSINESS DAYS PRIOR TO START OF WORK, TO SCHEDULE
GOVERNMENT ESCORT.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH
142 SFS/RESOURCE PROTECTION OFFICE FOR ACCESS TO PANG BASE
(SEE ITB/CONTRACT FOR DETAILS).
7. CONTRACTOR TO PROVIDE SANITARY STATION.
8. CONTRACTOR TO PROVIDE WATER FOR PROJECT. NO TRUCK OR
EQUIPMENT WASHING IS APPROVED ON BASE.
9. CONTRACTOR RESPONSIBLE FOR UNDERGROUND UTILITY LOCATES.
10. EQUIPMENT AND TOOL WASHING IS PROHIBETED ON SITE.
11. CONTRACTOR TO BRING WATER ON SITE AND SHALL CONTAIN ALL
WATER TO DISPOSE OF OFF SITE. DEQ STORMWATER PERMIT FOR
PANG IS RESTRICTIVE AND PREVENTS ONSITE WASHING.
12. CONTRACTOR TO KEEP WORK AREA CLEAN AND FREE OF EXCESS
DEBRIS.
13. CONTRACTOR RESPONSIBLE FOR LOCKING UP JOB SITE, TOOLS AND
EQUIPMENT AT END OF DAY.
14. DAILY PHOTOS ARE REQUIRED BY CONTRACTOR WITH DAILY
PROGRESS REPORTS.
15. CONTRACTOR TO PARTICIPATE IN ANY WEEKLY PROGRESS REPORTS
WITH GOVERNMENT AS REQUESTED OR NEEDED BY THE
GOVERNMENT.
16. ANY AND ALL EQUIPMENT OR VEHICLE SPILLS SHALL BE
IMMEDITATELY REMEDIATED. CONTRACTOR TO NOTIFY THE
GOVERNMENT IMMEDITATELY.
17. ANY AND ALL WASTE SHALL BE REPORTED BY WEIGHT TO
GOVERNMENT VIA WASTE TICKETS.
REFERENCES AND SPECS:
1. ACI 301 SECTION 5
2. CAST IN PLACE CONCRETE 03 30 00
3. UNIT MASONRY 04 20 00
4. EARTHWORK 31 00 00
5. DEFENSE EXPLOSIVES SAFETY REGULATIONS
6055.09: VOLUME 5
PROJECT SPECIFIC NOTES:
1. SEE SPECIFIED PSI FOR CONCRETE: 4000 PSI AT 28 DAYS
2. REINFORCING STEEL: TYPICAL: ASTM A615, GRADE 60
WELDABLE BARS: ASTM A706, GRADE 60.
3. ANY AREA THAT IS DISTURBED BY EQUIPMENT, CONTRACTORS
OR THE PROJECT SHALL BE RESEEDED. SEE SEEDING
SPECIFICATIONS.
4. CONTRACTOR TO MARK AREA FOR PROJECT, PRIOR TO
EXCAVATION. GOVERNMENT TO INSPECT AND ALL PARTIES
AGREE ON LOCATION PRIOR TO WORK START.
5. CONTRACTOR TO FOLLOW INDUSTRY STANDARD PROCEDURES
ACCORDING TO THE REFERENCES AND SPECS LISTED BELOW.
6. CONCRETE MIX DESIGN AND REBAR SHALL BE SUBMITTED TO
GOVERNMENT FOR APPROVAL.
7. HOT WORK PERMIT SHALL BE AQCUIRED BY CONTRACTOR FROM
THE PANG FIRE DEPARTMENT DURING THE PROJECT.
8. CONCRETE TO BE BROOM FINISHED IN ACCORDANCE WITH ACI
301 SECTION 5.
9. EDGES TO BE TROWEL FINISHED.
10. PROVIDE 3/8- INCH -WIDE MORTAR JOINTS WHERE NECESSARY.
Drawing Title:
SITE ACCESS
G-03
GENERAL PROJECT NOTES:
1. RED ARROWS SHOW PATH TO ACCESS THE JOB SITE.
2. CONTRACTOR MUST CALL CE POC PRIOR TO ARRIVAL FOR
ACCESS TO JOB SITE.
3. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND
ADJUST WORK PLAN ACCORDINGLY, PRIOR TO BEGINNING
CONSTRUCTION.
4. BLUE BOX SHOWS MATERIAL LAYDOWN AND CONTRACTOR
PARKING.
5. ORANGE BOX SHOWS ROUGH AREA OF NEW RANGE.
6. Vehicle access????? Gate key
Drawing Title:
Map
D-01
MAP NOTES:
1. FENCE LINE
2. SEE ATTACHMENT D - EXPOSIVES SITE PLAN FOR MORE DETAILS.
Drawing Title:
Drawings
D-02
CLIN 1
SEE PROJECT SPECIFIC NOTES FOR
REBAR AND CONCRETE DETAILS
Drawing Title:
VIEWING PAD
D-02
CLIN 2
VIEWING PAD NOTES:
1. INSTALL 10’ X 10’ CONCRETE VIEWING PAD
2. SLAB ON GRADE TO BE 6”.
3. SEE PAGE 2 GENERAL AND PROJECT NOTES.
SLAB ON GRADE TO BE 6”
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File details come from the government source that posted it. Updated .