ANK New Fuel Farm - 100% Plans (24x36).pdf

PDF 44 MB Posted Jan 23, 2025

Attached to: ANK New Fuel Farm
Solicitation number: Not on record
Issued by: Cheyenne County, Colorado

About this file

Written by GovTribe AI · Apr 14, 2025

This document is a comprehensive set of engineering and design plans for the Harriet Alexander Field Airport Fuel Farm project in Salida, Colorado, prepared by Argus Consulting. The project involves constructing a new fuel farm featuring two 12,000-gallon aboveground, double-wall fuel storage tanks for Jet-A and AVGAS (100LL), with a self-service over-wing fuel dispensing skid, containment basin, and associated infrastructure. The base bid includes removing existing underground fuel storage tanks and infrastructure as an additive alternate. The design includes detailed civil, structural, mechanical, and electrical plans covering site preparation, tank installation, fueling equipment, electrical systems, grounding, and hazardous area classifications.

The project will be funded through the airport and includes comprehensive safety and environmental considerations, such as hazardous area classifications, grounding systems, emergency fuel shutoff mechanisms, and compliance with National Electrical Code requirements. The design incorporates specific technical specifications for fuel handling, including piping, valves, instrumentation, and containment measures. The total project involves approximately 3,410 square yards of new fueling apron construction, with precise engineering details for tank placement, piping, electrical infrastructure, and safety systems. The plans are dated January 16, 2025, and appear to be prepared for competitive bidding, with extensive technical documentation to guide construction and installation processes.

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Other files

File	Type	Posted
ANK New Fuel Farm - Addendum No. 1_2.10.25.pdf	PDF	Jan 23, 2025
ANK New Fuel Farm - 100% Plans (11x17).pdf	PDF	Jan 23, 2025
ANK New Fuel Farm - Addendum No. 2_2.17.25.pdf	PDF	Jan 23, 2025
ANK New Fuel Farm - Final Contract Docs_Technical Specs.pdf	PDF	Jan 23, 2025

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VINCINITY MAP AIRPORT LOCATION MAP

CHAFFEE COUNTY & CITY OF SALIDA

HARRIET ALEXANDER FIELD - SALIDA AIRPORT

SALIDA, COLORADO

CHAFFEE COUNTY PROJECT NO. TBD

CITY OF SALIDA PROJECT NO. TBD

NEW FUEL FARM

COORDINATION LISTAIRPORT MANAGEMENT BENCHMARK CONTACT INFORMATION

NORTHERN

CO REGIONAL

GRAND JUNCTION

REGIONAL

ROCKY MT

METRO

DENVER

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SALIDA AIRPORT - HARRIET

ALEXANDER FIELD

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CHRISMAN

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SALIDA AIRPORT -

HARRIET ALEXANDER FIELD

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Fountain Hills, AZ 85268 KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.

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2.4

3.2

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3.5

3.7

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12.2

13.0

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3.7

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3.4

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4.8

4.7

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5.5

6.9

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3.7

2.4

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5.9

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16.7

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8.9

9.5

6.9

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3.2

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1.6

1.0

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12.2

15.4

8.8

6.8

8.3

6.6

3.6

2.7

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1.4

0.9

0.5

5.1

20.5

12.1

9.7

6.3

4.8

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2.2

1.8

1.1

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7.2

13.4

17.6

12.0

10.6

5.8

4.2

3.2

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2.0

1.2

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7.7

10.5

12.4

10.6

9.3

5.8

4.6

4.2

3.8

3.2

2.3

1.3

0.6

6.7

9.0

10.1

9.3

8.0

6.5

5.9

5.4

4.6

3.7

2.5

1.3

0.6

4.9

8.1

9.4

9.7

9.3

8.2

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8.6

7.5

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1.4

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3.3

6.2

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10.3

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7.4

7.3

7.5

8.5

10.6

11.1

8.9

5.9

4.0

2.7

1.4

0.5

2.4

3.8

9.9

12.2

11.2

8.7

7.0

6.5

7.4

10.2

10.9

7.5

4.6

3.1

1.9

1.0

0.3

1.7

2.8

4.3

11.2

10.0

7.1

5.5

4.3

3.7

3.3

3.5

2.5

2.2

1.3

0.7

0.4

0.3

0.1

1.0

1.7

2.6

3.3

5.9

5.4

4.2

3.4

2.6

2.1

1.8

1.4

1.2

0.8

0.5

0.3

0.2

0.1

0.6

1.0

1.5

1.4

2.0

3.6

3.2

2.3

1.6

1.1

0.8

0.6

0.5

0.4

0.3

0.2

0.1

0.3

0.5

0.8

0.7

1.1

1.9

1.3

0.8

0.5

0.4

0.3

0.2

0.1

0.2

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0.4

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21.0

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16719 East Palisades Blvd., Suite 202

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ARGUS CONSULTING, INC.

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HYDRANT FUEL PIT

FIRE LANE SIGN & POST

FUEL LINE SIGN MARKER

TEMPORARY BARRICADES

CONTOUR

CENTERLINE

PIPE SLOPE & DIRECTION

MATCH LINE

WATER TABLE

GUARD POST

JET FUEL (UNDERGROUND)

CASING PIPE

EXISTING NEW DESCRIPTION

UTIL. DEPTH TEST HOLE & NUMBER

MONITORING WELL & NUMBER

EMERGENCY FUEL SHUTOFF

BENCH MARK OR MONUMENT

BORING LOCATION & NUMBER

FINISH GRADE ELEVATION (SECTION)

FINISH GRADE ELEVATION (PLAN)

POST INDICATOR VALVE

VALVE AND VALVE BOX

CONCRETE BARRIERS

EMBANKMENT SLOPE INDICATORS

TREES AND SHRUBS

OTHER DEMOLITION

PCC PAVEMENT REMOVAL

AC PAVEMENT REMOVAL

BUILDINGS AND STRUCTURES

PCC SIDEWALK (PLAN)

PCC CONCRETE (SECTION)

ASPHALT (SECTION)

ASPHALT (PLAN)

RIPRAP

CRUSHED ROCK AGGREGATE

BEDROCK OR ROCK LAYER

EARTH (SECTION)

ABBREVIATIONS

AC ASPHALTIC CONCRETE

AFF ABOVE FINISHED FLOOR

AG ABOVE GRADE

AOA AIR OPERATIONS AREA

APPROX APPROXIMATE

AST ABOVE GROUND

STORAGE TANK

AWG AMERICAN WIRE GAUGE

BOC BOTTOM OF CONCRETE

BOD BOTTOM OF DUCTBANK

BOP BOTTOM OF PIPE

BC BACK OF CURB

BLDG BUILDING

BFV BUTTERFLY VALVE

C CONDUIT

℄ OR CL CENTER LINE

CLR CLEARANCE

CM CONSTRUCTION

MANAGER

CMP CORRUGATED METAL PIPE

COMM COMMUNICATION

CONC CONCRETE

COND CONDUIT

CONN CONNECTION

CONT CONTINUOUS

CSB CASING SEAL BOX w/

CASING VENT PIT

CT. COUNT

CVP CASING VENT PIT

D DRAIN

DB DUCTBANK

DET DETAIL

DFS DESIGNATED FIRE

SYSTEM

DI-1 STORM DRAIN INLET &

NUMBER

DIA DIAMETER

DIP DUCTILE IRON PIPE

DN DOWN

DR DIAMETER RATIO

DW DOUBLE WALL

DWG DRAWING

E EASTING OR EAST

(COORDINATE)

EA EACH

EDB ELECTRICAL DUCTBANK

EF EACH FACE

EFSO EMERGENCY FUEL

SHUTOFF

EFSOV EMERGENCY FUEL

SHUTOFF VAULT

EHH ELECTRICAL HANDHOLE

EL. OR ELEV. ELEVATION

ELEC ELECTRIC/ELECTRICAL

ELL ELBOW

EMH ELECTRICAL MANHOLE

ESOV EMERGENCY SHUTOFF

VALVE

ETS ELECTRICAL TEST

STATION

EXIST EXISTING

EW EACH WAY

FAA FEDERAL AVIATION

ADMINISTRATION

FH FIRE HYDRANT

FL FIRE LANE/FLOW LINE

FLG FLANGE

FLR FLOOR

FM FORCE MAIN

FO FIBER OPTIC

F.O.B FLAT-ON-BOTTOM

FOD FOREIGN OBJECT

DEBRIS

FOHH FIBER OPTIC

HAND-HOLE

F.O.T. FLAT-ON-TOP

FP FUEL (HYDRANT) PIT

FT FOOT (FEET)

FTG FOOTING

FW FIRE WATER

GR GROUND ROD

GALV GALVANIZED

HMH-1 HIGH VOLTAGE

ELECTRICAL MANHOLE

& NUMBER

HP HIGH POINT

HPC HORIZONTAL POINT OF

CURVATURE

HPI HORIZONTAL POINT OF

INTERSECTION

HPT HORIZONTAL POINT OF

TANGANCY

HPV-1 HIGH POINT VENT PIT

& NUMBER

ID IDENTIFICATION

IF INSULATING FLANGE

INV EL INVERT ELEVATION

IVP-1 ISOLATION VALVE PIT

& NUMBER

IVV-1 ISOLATION VALVE

VAULT & NUMBER

JF JET FUEL

LP LOW POINT

MAX MAXIMUM

MECH MECHANICAL

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MOT MAINTENANCE OF

TRAFFIC

MOV MOTOR OPERATED

VALVE

MSL MEAN SEA LEVEL

MUTCD MANUAL ON UNIFORM

TRAFFIC CONTROL

DEVICES

N NORTHING OR NORTH

(COORDINATE)

NTS NOT TO SCALE

N.I.C. NOT IN CONTRACT

NO NUMBER

OC ON CENTER

% PERCENT SLOPE

PB PULLBOX

PC POINT OF CURVATURE

PCC PORTLAND CEMENT

CONCRETE

PI POINT OF

INTERSECTION

PIV POST INDICATOR VALVE

PRC POINT OF REVERSE

CURVE

PSI POUNDS PER SQUARE

INCH

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

RCP REINFORCED

CONCRETE PIPE

RED REDUCER-REDUCING

REF REFERENCE

REINF REINFORCED

SAN SANITARY

SC SECONDARY

CONTAINMENT

SCH SCHEDULE

SD STORM DRAIN

SDR SIDEWALL TO DIAMETER

RATIO

SHT SHEET

SMH SANITARY MANHOLE

SPCC STORMWATER

POLLUTION CONTROL

& COUNTER

MEASURES.

SPECS SPECIFICATION(S)

SQ SQUARE

SS SANITARY

SEWER/STAINLESS

STEEL

SSPC STEEL STRUCTURES

PAINTING COUNCIL

STD STANDARD

STL STEEL

STR STRUCTURE

STRUCTURAL

SW SINGLE WALL

SWP STORMWATER

(POLLUTION) PLAN

T SLAB OR WALL

THICKNESS

T&B TOP & BOTTOM

TC TOP OF CURB

TCW-2 TANK COOLING WATER

LINE & NUMBER

T/ TOP OF

TD TRENCH DRAIN

TDU TUBE DISTRIBUTION

UNIT

TEL TELEPHONE

TEMP TEMPORARY

TOC TOP OF

CONCRETE

TOD TOP OF DUCTBANK

TOP TOP OF PIPE

TP TOP OF PEDESTAL

TYP. TYPICAL

UG UNDERGROUND

UST UNDERGROUND

STORAGE TANK

VCP VITRIFIED CLAY PIPE

VERT. VERTICAL

VPC VERTICAL POINT OF

CURVATURE

VP VAULT PIT

VPI VERTICAL POINT OF

INTERSECTION

VPT VERTICAL POINT OF

TANGENCY

W WATER LINE

w/ WITH w/o WITHOUT

XH EXTRA HEAVY

XS EXTRA STRONG

LEGEND

SURVEY CONTROL POINT

SECTION & TITLE LEGEND

NOTE:

SHEET NUMBERS ARE LEFT BLANK WHEN ITEMS ARE TAKEN

AND DRAWN ON SAME SHEET.

NOTE:

REFERENCE BUBBLES THAT DO NOT HAVE SPECIFIC CUT

ON/SHOWN ON REFERENCE INFORMATION ARE STANDARD

DETAILS THAT ARE BROADLY APPLICABLE TO THE OVERALL

PROJECT FUEL WORK SCOPE.

SECTION A

A A SECTION SHOWN

SECTION CUT WHERE SECTION IS

SHOWN ON THE SAME SHEET

SECTION CUT WHERE SECTION IS

SHOWN ON DIFFERENT SHEET

SHEET NUMBER WHERE

DETAIL IS DRAWN SHEET NUMBER WHERE

DETAIL IS DRAWN

SHEET NUMBER WHERE

SECTION IS DRAWN

DETAIL BUBBLE

0 16' 32'8' 48'

SCALE IN FEET

0 1' 2'

ENGINEERING SCALE

ARCHITECTURAL SCALE

NORTH ARROW

SHEET NUMBER WHERE

DETAIL IS DRAWN

NUMBER INDICATES

DETAIL DESIGNATION

XXXXX

SCALE: NTS

1 PLAN

SCALE: NTS

1 DETAIL

XXXXX SCALE: NTS

A SECTION

XXXXX

G-010

A N

D A

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F O

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.0 0-

G -0

Date Signed: 01/16/2025

E D

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B Y:

SHEET #

ARGUS CONSULTING, INC.

KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.

D A

T N

GENERAL NOTES:

1. EXISTING UTILITIES HAVE BEEN SHOWN USING THE BEST INFORMATION

AVAILABLE. ACTUAL LOCATIONS AND CONDITIONS MAY VARY. ALL UTILITIES

MAY NOT BE SHOWN INCLUDING PREVIOUSLY ABANDONED IN PLACE.

CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR AND PROTECT ALL

EXISTING UTILITIES TO REMAIN IN SERVICE. THE OWNER ACCEPTS NO

RESPONSIBILITY FOR UTILITIES NOT SHOWN ON THE PLANS NOR THE

LOCATION OR SIZE AND TYPE OF UTILITIES SHOWN HEREON. CONTRACTOR

SHALL FIELD VERIFY DEPTH AND LOCATIONS OF ALL EXISTING UTILITIES

PRIOR TO INSTALLATION OF CONDUIT, FUEL MAIN, CASING PIPE AND ALL

NEW UTILITIES. UPON COMPLETION OF THE VERTICAL AND HORIZONTAL

UTILITY LOCATION OF POTENTIALLY CONFLICTING UTILITIES, THE

CONTRACTOR SHALL NOTIFY OWNER OF ANY DISCREPANCIES THAT

POTENTIALLY EFFECT THE PLAN LOCATION OR PROFILES OF ANY NEW

WORK CONSTRUCTED UNDER THIS CONTRACT AND OBTAIN DIRECTION

PRIOR TO PROCEEDING. UPON RECEIPT OF THE EXISTING UTILITY

INFORMATION, THE OWNER WILL REVIEW THE INFORMATION, MAKE

REASONABLE AND NECESSARY ADJUSTMENTS TO THE LOCATION AND

PROFILE OF NEW WORK AND PROVIDE THE CONTRACTOR FINAL

CONSTRUCTION DIRECTION.

2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO

PROTECT EXISTING IMPROVEMENTS WHICH ARE TO REMAIN IN PLACE FROM

DAMAGE. ALL SUCH IMPROVEMENTS OR STRUCTURES DAMAGED BY THE

CONTRACTOR'S OPERATIONS SHALL BE IMMEDIATELY REPAIRED OR

RECONSTRUCTED, AS REQUIRED OR DIRECTED, SATISFACTORY TO UTILITY

OWNER, AIRPORT AUTHORITY, OWNER OR OTHER APPROPRIATE ENTITY

HAVING JURISDICTION, AT THE EXPENSE OF THE CONTRACTOR.

3. CONTRACTOR IS TO REVIEW ALL UTILITIES WITH THE AIRPORT

MAINTENANCE STAFF PRIOR TO BEGINNING WORK.

4. THE CONTRACTOR SHALL NOT REMOVE TREES, SHRUBS, LAWNS, WALLS,

FENCES, SIGNS, STRUCTURES, LIGHTS OR ANY EXISTING IMPROVEMENTS

OUTSIDE OF THE PROJECT CONSTRUCTION LIMITS, EXCEPT WHERE

REQUIRED TO DO SO BY THE CONTRACT DRAWINGS OR BY THE OWNER.

5. THE CONTRACTOR SHALL PROVIDE FOR CONTROL OF SURFACE EROSION

DURING ALL PHASES OF CONSTRUCTION AND UNTIL THE OWNER ACCEPTS

THE WORK AS COMPLETE. THE CONTRACTOR SHALL PROVIDE BERMS, SILT

FENCE, SILT TRAPS, STRAW BALES OR OTHER MEANS TO PREVENT

SEDIMENT FROM MOVING OFF SITE, REACHING THE PUBLIC RIGHT-OF-WAY,

OR ADJACENT AREAS OF THE PROJECT SITE. IN THE EVENT THE

PREVENTION MEASURES ARE NOT EFFECTIVE, THE CONTRACTOR SHALL

REMOVE ANY DEBRIS/SEDIMENT AND RESTORE THE RIGHT-OF-WAY AND

ADJACENT AREAS TO THEIR ORIGINAL OR BETTER CONDITION. ALL

PERIMETER SEDIMENT CONTROLS ARE TO BE IN PLACE BEFORE THE

COMMENCEMENT OF CONSTRUCTION ACTIVITIES.

6. THIS FUEL STORAGE AND DISPENSING FACILITY PROJECT MAY BE IN

CONJUNCTION WITH ADJACENT BUT SEPARATE AIRPORT IMPROVEMENTS

PROJECTS TO BE PERFORMED BY OTHERS. CONTRACTOR SHALL

COORDINATE ALL WORK DESCRIBED IN THE CONSTRUCTION DOCUMENTS

WITH AIRPORT IMPROVEMENTS PROJECT DESIGN AND CONTRACTOR.

ENVIRONMENTAL NOTES:

1. IN THE EVENT THAT UNANTICIPATED ARCHEOLOGICAL DEPOSITS ARE

ENCOUNTERED DURING CONSTRUCTION, WORK IN THE IMMEDIATE AREA

WILL CEASE AND THE OWNER WILL CONTACT PROFESSIONAL

ARCHEOLOGISTS TO INITIATE POST-REVIEW DISCOVERY PROCEDURES

UNDER THE PROVISIONS OF 36 CFR 800.13.

2. IN THE EVENT THAT UNANTICIPATED HAZARDOUS MATERIALS ARE

ENCOUNTERED DURING CONSTRUCTION, WORK IN THE IMMEDIATE AREA

WILL CEASE AND OWNER SHALL BE NOTIFIED.

3. HAZARDOUS WASTE: ALL SPILLS MUST BE REPORTED IMMEDIATELY TO THE

OWNER.

4. EROSION CONTROLS SHALL BE INSPECTED EVERY SEVEN DAYS.

5. STOCKPILES AND STAGING AREAS WILL NOT BE PLACED WITHIN ANY WATER

OF THE UNITED STATES, INCLUDING WETLANDS. DISPOSAL AREAS,

STOCKPILES, AND HAUL ROADS SHALL BE CONSTRUCTED IN A MANNER THAT

WILL MINIMIZE AND CONTROL THE SEDIMENT. DISPOSAL AREAS SHALL NOT

BE LOCATED IN ANY WETLANDS, WATER BODY OR STREAMBED.

CONSTRUCTION STAGING AREAS AND VEHICLE MAINTENANCE AREAS SHALL

BE CONSTRUCTED BY THE CONTRACTOR IN A MANNER TO MINIMIZE THE

RUNOFF OF POLLUTANTS. ALL WATERWAYS SHALL BE CLEARED AS SOON AS

PRACTICAL OF TEMPORARY EMBANKMENT, TEMPORARY BRIDGES, MATTING,

FALSEWORK, PILING, DEBRIS OR OTHER OBSTRUCTIONS PLACED DURING

CONSTRUCTION OPERATION THAT ARE NOT A PART OF THE FINISHED WORK.

6. SEE TANK REMOVAL NOTES ON D-101.

GENERAL AIRSIDE WORK REQUIREMENTS, RESTRICTIONS, SAFETY AND SECURITY

NOTES:

1. NO VEHICLE OR EQUIPMENT SHALL MOVE UPON APRONS, TAXIWAYS AND/OR

RUNWAYS UNLESS THE VEHICLE:

A) IS MONITORING GROUND CONTROL, OR

B) IS UNDER ESCORT BY A VEHICLE MONITORING GROUND CONTROL, AND

C) IS IDENTIFIED BY A 3'x3' ORANGE AND WHITE CHECKERED FLAG OR

FLASHING AMBER LIGHT.

2. IT IS THE INTENT OF THESE PLANS TO MINIMIZE INTERFERENCE TO AIRCRAFT

MOVEMENT; THEREFORE, IN UNCLOSED PORTIONS, AIRCRAFT MOVEMENT SHALL

HAVE THE RIGHT-OF-WAY.

3. AIRPORT SECURITY IS OF UTMOST IMPORTANCE. THE CONTRACTOR SHALL

PROVIDE TEMPORARY FENCING TO PROTECT EQUIPMENT AND MATERIALS AS

REQUIRED TO PREVENT FROM UNAUTHORIZED ACCESS AT ALL TIMES.

4. FLAG MEN WILL BE REQUIRED TO DIRECT THE CONTRACTOR'S TRUCKS AND

EQUIPMENT WHICH ARE OPERATING IN THE AREA OF MOVING AIRCRAFT.

5. CONSTRUCTION PERSONNEL AND EQUIPMENT WILL NOT BE ALLOWED WITHIN THE

AIRPORT OPERATIONS AREA (AOA) UNTIL THE AREA HAS BEEN CLOSED TO

AIRCRAFT AND NOTAMS ISSUED.

6. ALL WORK WILL BE ACCOMPLISHED DURING NORMAL DAYTIME WORKING HOURS

ONLY OR AS APPROVED BY THE OWNER.

7. GENERAL SAFETY REQUIREMENTS: DURING PERFORMANCE OF THIS CONTRACT,

THE AIRPORT RUNWAYS, TAXIWAYS, AND AIRCRAFT PARKING APRONS SHALL

REMAIN IN USE BY AIRCRAFT TO THE MAXIMUM EXTENT POSSIBLE. AIRCRAFT USE

OF AREAS NEAR THE CONTRACTOR'S WORK WILL BE CONTROLLED TO MINIMIZE

DISTURBANCE TO THE CONTRACTOR'S OPERATION. THE CONTRACTOR SHALL NOT

ALLOW HIS/HER EMPLOYEES, SUBCONTRACTOR'S SUPPLIERS, OR ANY PERSON

OVER WHO HE/SHE HAS CONTROL TO ENTER OR REMAIN IN ANY PART OF THE

AIRPORT WHICH WOULD BE HAZARDOUS TO PERSONS OR TO AIRCRAFT

OPERATIONS. WHENEVER AIRCRAFT OPERATIONS REQUIRE, THE ENGINEER, MAY

ORDER THE CONTRACTOR TO SUSPEND OPERATIONS, MOVE PLANT PERSONNEL,

EQUIPMENT, AND MATERIALS TO A SAFE LOCATION AND STAND BY UNTIL AIRCRAFT

USE IS COMPLETED.

8. CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN STANDARD AVIATION LOW

PROFILE BARRICADES TO DELINEATE AND PROTECT CONSTRUCTION WORK LIMITS

AND AIRPORT MOVEMENT AREA OR AS SHOWN ON THE PLANS.

9. CONSTRUCTION SITE ACCESS AND HAUL ROADS: ACCESS TO THE JOB SITE SHALL

BE AS SHOWN ON THE PLANS, OR AS REQUESTED BY THE OWNER.

10. THE CONTRACTOR SHALL SUPPLY PORTABLE HAND-HELD RADIOS (AVIATION BAND),

SET TO A PREDETERMINED FREQUENCY ESTABLISHED BY THE AIRPORT MANAGER,

TO EACH FLAGMAN, SUPERVISORY INDIVIDUAL AND CONTRACTOR SO THAT THEY

MAY KEEP IN CONSTANT CONTACT AT ALL TIMES WITH THE AIRPORT OPERATIONS

OFFICE. UPON COMPLETION OF THE PROJECT AND ACCEPTANCE BY THE OWNER,

AIRPORT MANAGER SHALL RETURN THE RADIO SET TO THE CONTRACTOR.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL PORTABLE

HAND-HELD RADIO SETS IN WORKING ORDER AT ALL TIMES FOR THE DURATION OF

THE PROJECT.

12. NO TRENCHES IN OR DIRECTLY ADJACENT TO OPERATIONAL PAVEMENT SHALL

REMAIN OPEN OVERNIGHT OR WHEN THE CONTRACTOR FINISHES WORK FOR THE

DAY IN THE AREA. TRENCHES NOT BACKFILLED SHALL BE COVERED WITH STEEL

PLATES TO ALLOW SAFE PASSAGE BY AIRCRAFT ACROSS THE TRENCH, IF

APPROVED BY THE ENGINEER.

13. ALL AIRSIDE WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH

FAA ADVISORY CIRCULAR 150/5370-2G, "OPERATIONAL SAFETY ON AIRPORTS

DURING CONSTRUCTION"; AND ALL AIRPORT AUTHORITY REQUIREMENTS.

14. THE CONTRACTOR SHALL ONLY USE ACCESS POINTS, ACCESS AND HAUL

ROUTES, LAYDOWN AREAS AND CONSTRUCTION AREA ZONE (CAZ) LIMITS

SPECIFICALLY INDICATED ON THE CONTRACT DOCUMENTS OR OTHERWISE

APPROVED BY THE AIRPORT AUTHORITY. THE CONTRACTOR IS REQUIRED

TO OBTAIN A HAUL PERMIT PRIOR TO HAULING TO OR FROM THE

CONSTRUCTION SITE AND COORDINATE ALL HAULING OPERATIONS WITH

AIRPORT OPERATIONS. ONCE ESTABLISHED AND APPROVED, HAUL ROUTES

AND TRAFFIC MOVEMENTS SHALL NOT BE MODIFIED WITHOUT EXPRESSED

WRITTEN AUTHORIZATION FROM THE AIRPORT AUTHORITY AND OWNER.

15. CONTRACTOR SHALL COORDINATE SITE ACCESS WITH AIRPORT

PERSONNEL. SECURITY AND AOA GATES SHALL BE KEPT CLOSED AT ALL

TIMES EXCEPT FOR BRIEF PERIODS WHEN VEHICLES ENTER OR LEAVE THE

ENCLOSED AREA.

16. THE CONTRACTOR SHALL MAINTAIN ALL AIRCRAFT OPERATIONAL AREAS

(AOA), INCLUDING HAUL ROUTES AND CONSTRUCTION AREAS CLEAR OF

ROCKS, MUD, DUST AND DEBRIS. THE CONTRACTOR SHALL INSPECT AND

CLEAN HAUL ROUTES USING AN APPROVED VACUUM SWEEPER MACHINE

AND OTHER EQUIPMENT BOTH DURING AND FOLLOWING EACH

MOBILIZATION, HAULING AND/OR DEMOBILIZATION EVENT. TRUCKS

DELIVERING OR REMOVING MATERIALS FROM THE AOA SHALL BE COVERED.

AREAS OF COMPLETED WORK IN PAVEMENT SHALL BE THOROUGHLY SWEPT

AND CLEANED PRIOR TO RETURN FOR AIRCRAFT, AIRPORT OR OWNER USE.

WATER SPRAY AND OTHER MEANS OF APPROVED DUST CONTROL SHALL

ALSO BE USED THROUGHOUT CONSTRUCTION. SUBMIT DUST AND FOD

CONTROL PLAN TO AIRPORT AUTHORITY FOR REVIEW AND APPROVAL PRIOR

TO COMMENCING WORK.

17. VEHICLE OPERATORS WITHIN SECURE PORTIONS OF THE AOA, INCLUDING

THE HAULING OF MATERIALS, EQUIPMENT OR PERSONNEL MUST BE DONE

BY DRIVERS POSSESSING A VALID DRIVERS LICENSE. THE MAXIMUM SPEED

LIMIT WITHIN THE AOA IS 15 M.P.H. AND MAY BE REDUCED WHEN

CONDITIONS DICTATE. FAILURE TO OBSERVE THE POSTED OR DIRECTED

SPEED LIMIT WILL RESULT IN REVOCATIONS OF THE AIRFIELD ACCESS.

18. CONTRACTOR IS REQUIRED TO SUBMIT A FAA FORM 7460 REGARDING

CONSTRUCTION EQUIPMENT HEIGHT AND OBTAIN APPROVAL PRIOR TO

STARTING CONSTRUCTION WORK. EQUIPMENT HEIGHT SHALL BE THE

MINIMUM NECESSARY TO PERFORM THE WORK AND SHALL NOT EXCEED THE

MAXIMUM HEIGHT LISTED IN FORM 7460 WITHOUT EXPRESS WRITTEN

APPROVAL FROM THE AIRPORT AUTHORITY AND FAA. EQUIPMENT SHALL BE

LOWERED TO ITS MINIMUM HEIGHT ANY TIME IT IS NOT BEING USED.

CONTACT INFORMATION:

1. THE CONTRACTOR MUST DESIGNATE AN EMPLOYEE(S) RESPONSIBLE AND

AVAILABLE FOR MAINTAINING CONSTRUCTION LIGHTING, SECURITY, SAFETY,

OPERATIONS, AND SIGNAGE 24-HOURS PER DAY, AND PROVIDE THE OWNER,

OWNERS REP AND ENGINEER A 24-HOUR CONTACT NAME AND NUMBER.

2. PRIMARY CONTACTS:

EMERGENCY (FIRE/POLICE/MEDICAL): 911

SALIDA UTILITIES: 719-539-6257

OWNER:

HARRIET ALEXANDER FIELD AIRPORT

ZECH PAPP

zpapp@chaffeecounty.org

(719) 539-3720

9255 CO RD 140

SALIDA, CO 81201

CLIENT:

DIBBLE

JOHN CESSAR

john.cessar@dibblecorp.com

(720) 647-6204

2696 SOUTH COLORADO BLVD, SUITE 330

DENVER, CO 80222

FUELING ENGINEER:

ARGUS CONSULTING

SETH NEWBOLD

snewbold@argusco.com

(816) 874-8255

7900 COLLEGE BOULEVARD, SUITE 200

OVERLAND PARK, KS 66211

KANK FUEL FARM

SHEET ID SHEET DESCRIPTION

GENERAL

G-010 LEGEND AND ABBREVIATIONS

G-020 GENERAL NOTES AND SHEET INDEX

CIVIL

CS101 OVERALL SITE PLAN

D-101 OVERALL DEMOLITION PLAN - ADD ALT NO. 1

D-601 DEMOLITION PHOTOS

CS201 SITE PARTIAL PLAN

CG201 SITE GRADING PARTIAL PLAN

CG211 SITE GRADING ENLARGEMENT

CS301 CONTAINMENT DRAIN PLAN

CS401 CONTAINMENT DRAIN PROFILE

CS501 CIVIL DETAILS - SHEET 1

CS502 CIVIL DETAILS - SHEET 2

CS503 CIVIL DETAILS - SHEET 3

CS504 CIVIL DETAILS - SHEET 4

CS505 CIVIL DETAILS - SHEET 5

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES - SHEET 1

S-002 STRUCTURAL GENERAL NOTES - SHEET 2

S-003 STATEMENT OF SPECIAL INSPECTIONS

SS201 STRUCTURAL PARTIAL PLAN

SS211 DISPENSING AND BULK SKID CANOPIES

SS221 ELEC RACK STRUCTURAL PLANS & SECTIONS

SS501 STRUCTURAL DETAILS

SS502 ELECTRICAL COMPONENT SUPPORT DETAILS

SS511 CANOPY CONNECTION DETAILS

SS521 REMOTE CONTAINMENT BASIN DETAILS

MECHANICAL

M-001 MECHANICAL LEGEND

M-002 MECHANICAL ABBREVIATIONS

MS201 SITE PARTIAL PLAN

MS202 PIPING PARTIAL PLAN

MS401 AVGAS TANK PLAN & SECTIONS

MS402 JET-A TANK PLAN & SECTIONS

MS403 TANK NOZZLE SCHEDULE

MS404 FUEL DISPENSER SKID PLAN & SECTIONS

MS405 AVGAS BULK SKID PLAN & SECTIONS

MS406 JET-A BULK SKID PLAN & SECTIONS

MS407 PIPING SECTIONS

MS501 MECHANICAL DETAILS SHEET 1

MS502 MECHANICAL DETAILS SHEET 2

MS503 MECHANICAL DETAILS SHEET 3

MS601 P&ID - TANKS AND FUEL DISPENSER SKID

MS602 P&ID - AVGAS BULK SKID

MS603 P&ID - JET-A BULK SKID

ELECTRICAL

E-001 ELECTRICAL LEGEND AND ABBREVIATIONS

ES101 OVERALL SITE PLAN

ES110 HAZARDOUS AREA PLAN

ES120 GROUNDING PLAN

ES201 SITE PARTIAL PLAN

ES301 ELEVATIONS - SHEET 1

ES302 ELEVATIONS - SHEET 2

ES401 SITE ENLARGED PLAN

ES501 ELECTRICAL DETAILS - SHEET 1

ES502 ELECTRICAL DETAILS - SHEET 2

ES503 ELECTRICAL DETAILS - SHEET 3

ES601 ELECTRICAL WIRING DIAGRAMS - SHEET 1

ES602 ELECTRICAL WIRING DIAGRAMS - SHEET 2

ES603 ELECTRICAL WIRING DIAGRAMS - SHEET 3

ES604 ELECTRICAL WIRING DIAGRAMS - SHEET 4

ES701 SCHEDULES - SHEET 1

ES702 SCHEDULES - SHEET 2

ES703 SCHEDULES - SHEET 3

G-020

N O

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F O

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G -0

Date Signed: 01/16/2025

MULTICORELINK:20241014.00-G-010-LEGEND AND ABBREVIATIONS

MULTICORELINK:20241014.00-E-001-ELECTRICAL LEGEND AND ABBREVIATIONS

MULTICORELINK:20241014.00-ES101-OVERALL SITE PLAN

MULTICORELINK:20241014.00-ES110-HAZARDOUS AREA PLAN

MULTICORELINK:20241014.00-ES120-GROUNDING PLAN

MULTICORELINK:20241014.00-ES201-SITE PARTIAL PLAN

MULTICORELINK:20241014.00-ES301-ELEVATIONS - SHEET 1

MULTICORELINK:20241014.00-ES302-ELEVATIONS - SHEET 2

MULTICORELINK:20241014.00-ES401-SITE ENLARGED PLAN

MULTICORELINK:20241014.00-ES501-ELECTRICAL DETAILS - SHEET 1

MULTICORELINK:20241014.00-ES502-ELECTRICAL DETAILS - SHEET 2

MULTICORELINK:20241014.00-ES503-ELECTRICAL DETAILS - SHEET 3

MULTICORELINK:20241014.00-ES601-ELECTRICAL WIRING DIAGRAMS - SHEET 1

MULTICORELINK:20241014.00-ES602-ELECTRICAL WIRING DIAGRAMS - SHEET 2

MULTICORELINK:20241014.00-ES603-ELECTRICAL WIRING DIAGRAMS - SHEET 3

MULTICORELINK:20241014.00-ES604-ELECTRICAL WIRING DIAGRAMS - SHEET 4

MULTICORELINK:20241014.00-ES701-SCHEDULES - SHEET 1

MULTICORELINK:20241014.00-ES702-SCHEDULES - SHEET 2

MULTICORELINK:20241014.00-ES703-SCHEDULES - SHEET 3

SEE SHEETS CS201 & CG201

SEE SHEET D-101

TAXIWAY A

AIRCRAFT

PARKING

FUELING

AREA

HELIPAD H-1

TAXIW

AY A3

TAXIW

AY A4

RUNWAY 6/24

REMOVE EXIST. UNDERGROUND FUEL

TANKS AND DISPENSING STATIONS

TERMINAL BLDG

AIRPORT

MAINT.

FACILITY

HTR

100-01

J J J

HTR

200-02

HTR

100-02

HTR

200-01

110-01

210-01

210-02

110-02

NEW 12,000 GALLON AVGAS 100LL TANK

SEE SHEET MS401 FOR MECHANICAL

LAYOUT

NEW 12,000 GALLON JET-A TANK

SEE SHEET MS402 FOR MECHANICAL

LAYOUT

NEW AIRCRAFT FUELING POSITION

(SHOWN FOR REFERENCE ONLY)

NEW CONCRETE TANK, EQUIPMENT

AND CONTAINMENT PAD

SEE SHEET CS201

NEW ASPHALT PAVEMENT SECTION

SEE CIVIL SHEETS

NEW CONCRETE PAVEMENT

SEE CIVIL SHEETS

NEW TRUCK UNLOADING/LOADING

PARKING POSITION

SEE SHEET CS201

NEW 11.50' X 19.75' CONTAINMENT BASIN

SEE SHEET CS201

NEW BULK SKID PAD

SEE SHEETS MS405 & MS406

FOR MECHANICAL LAYOUT

NEW FUEL SKID

SEE SHEET MS404 FOR MECHANICAL

LAYOUT

E D

D R

B Y:

SHEET #

ARGUS CONSULTING, INC.

KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.

D A

T N

SCALE: 1" = 60'-0" 0

SCALE IN FEET

60' 120'

A1 OVERALL SITE PLAN

1. SEE GENERAL NOTES ON SHEET G-020.

GENERAL SHEET NOTES

LEGEND

EXISTING ASPHALT

NEW ASPHALT

EXISTING CONCRETE

NEW CONCRETE

CS101

F O

R B

/2 0/

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C S1

FUEL INFRASTRUCTURE

CONCRETE

E D

D R

B Y:

SHEET #

ARGUS CONSULTING, INC.

KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.

D A

T N

SCALE: 1" = 20'-0" 0 20' 40'

SCALE IN FEET

A1 OVERALL DEMOLITION PLAN - ADD ALT NO. 1

1. DEMOLISH AND REMOVE BELOWGROUND FUEL

TANKS, PIPING AND CONCRETE PADS

2. DEMOLISH AND REMOVE FUELING STATIONS

GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

EXISTING CONCRETE PAVEMENT

DEMOLITION AREA

EXISTING ASPHALT PAVEMENT

1. SEE SHEET CS101 FOR EXISTING OVERALL SITE

PLAN

2. PLACE PROPERLY COMPACTED SOIL IN PLACE

OF REMOVED UNDERGROUND FUEL TANKS.

PLACE 6" MIN. TOP SOIL AT ALL AREAS

EFFECTED BY BELOWGROUND TANK REMOVAL.

SEED WITH MATCHING NATIVE VEGETATION

AND MAKE SURE PREEXISTING GRADE IS

REESTABLISHED TO ENSURE POSITIVE

DRAINAGE.

3. UNLESS OTHERWISE INDICATED OR AS

INSTRUCTED BY OWNER, ALL REMOVED

EQUIPMENT SHALL BE THE FULL

RESPONSIBILITY OF THE CONTRACTOR FOR

DISPOSAL.

4. CONTRACTOR SHALL DECOMMISSION,

DEMOLISH AND REMOVE ALL SURFACE

INFRASTRUCTURE AND UG UTILITIES THAT ARE

WITHIN THE CONSTRUCTION LIMITS. UNLESS

NOTED OTHERWISE. MOST ARE ASSUMED TO

BE ABANDONED.

5. DEMOLISH ALL EXISTING INFRASTRUCTURE AS

INDICATED ON THE DRAWING IN THEIR

ENTIRETY, INCLUDING ALL ASSOCIATED

EQUIPMENT, PIPING, APPURTENANCES,

CONCRETE PADS AND FOUNDATIONS.

6. BIDS SHALL INCLUDE THE LUMP SUM COSTS

FOR THE FOLLOWING REMOVAL QUANTITIES

THAT COULD BE ENCOUNTERED DURING

DEMOLITION OF THE UNDERGROUND STORAGE

TANKS:

- 675 CY OF POTENTIALLY CONTAMINATED SOIL

- 1180 TONS OF CONTAMINATED SOIL

- 40,000 GALLONS OF CONTAMINATED WATER

ANY OVERAGES OF THESE QUANTITIES WILL BE

ADDRESSED ON A UNIT PRICE BASIS.

TAXIWAY A

HANGAR TAXILANE

D-60

3 D-601

D-101

L D

O N

N O

. 1

F O

R B

/2 0/

.0 0-

D -1

E D

D R

B Y:

SHEET #

ARGUS CONSULTING, INC.

KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.

D A

T N

SCALE: NTS

D-101

DEMOLISH AND REMOVE BELOWGROUND FUEL TANKS

SCALE: NTS

D-101

DEMOLISH AND REMOVE FUELING STATION

SCALE: NTS

D-101

DEMOLISH AND REMOVE FUEL STATION AND ASSOCIATED ITEMS

DEMOLISH AND REMOVE BELOWGROUND FUEL TANKS

INCLUDING CONCRETE ACCESS PADS, BELOW GROUND FUEL

PIPING, EQUIPMENT, CONCRETE HOLD-DOWN SLABS AND ALL

ASSOCIATED APPURTENANCES.

DEMOLISH AND REMOVE FUELING

STATION INCLUDING EXISTING

CONCRETE ISLAND, EQUIPMENT, PIPING,

AND ALL ASSOCIATED APPURTENANCES. SEE PHOTO 2 THIS SHEET

D-601

N P

H O

F O

R B

/2 0/

.0 0-

D -6

DEMOLISH AND REMOVE FUELING STATIONS

INCLUDING EXISTING CONCRETE ISLAND,

EQUIPMENT, PIPING, AND ALL ASSOCIATED

APPURTENANCES.

BOLLARD, SEE DETAIL 4/CS501

N: 1256877.79 E: 2843395.51

CONC. PAD CORNER

N: 1256898.25 E: 2843387.68

BOLLARD, SEE DETAIL 4/CS501

N: 1256866.23 E: 2843399.15

CONC. PAD CORNER

N: 1256878.39 E: 2843394.52

CONT. BASIN CORNER

N: 1256813.65 E: 2843507.00

CONT. BASIN CORNER

N: 1256806.57 E: 2843486.44

NEW CONCRETE PAVEMENT

SEE CIVIL SHEETS

NEW ASPHALT PAVEMENT;

SEE CIVIL SHEETS

FUEL DISPENSER SKID AND CANOPY

SEE SHEET MS404 FOR DETAILS

AND SIGNAGE LOCATIONS

FUEL DISPENSER SKID CANOPY WITH

FIRE EXTINGUISHER AS SPECIFED

SEE SHEET SS211

RIPRAP, SEE DETAIL 1/CS502

EXTEND RIPRAP TO TOE OF RECOVERY SLOPE.

SEE CIVIL SHEETS FOR LIMITS OF SLOPE

4" EXPANSION JOINT

CONCRETE SIDEWALK

SEE DETAIL 3/CS502 ELECTRICAL RACK CANOPY

CONTRACTION JOINT (TYP)

CUT PRIOR TO TANK PLACEMENT

SIGN

SEE DETAIL 3/CS503

TANK FOUNDATION SLAB

PENETRATION SEE SHEET SS201

SIGN SEE DETAIL 2/CS503

SIDEWALK CONTRACTION JOINT

SEE DETAIL 5/CS502

NEW ASPHALT PAVEMENT;

SEE CIVIL SHEETS

SIGN SEE DETAIL 2/CS503

11.50' X 19.75' CONTAINMENT BASIN

SEE SHEET CS505

CONT. TRENCH DRAIN

SEE SHEETS CS301 & CS401

CONT.CURB DRAIN

SEE DETAIL 2/CS502

CONT. BASIN DIAPHRAGM PUMP

SEE DETAIL 2/CS505

CONTRACTION JOINT (TYP)

CONTAINMENT PAD

SEE SHEET CG211

SEE DETAIL 3A/CS501 FOR CONC. SECTION

BULK SKID PAD

SEE SHEET CG211

SEE DETAIL 3B/CS501 FOR CONC. SECTION

TRUCK UNLOADING/LOADING PARKING

SEE SHEET CG211

SEE DETAIL 3B/CS501 FOR CONC. SECTION

CONT. DRAIN LINE SEE

SHEETS CS301 & CS401

CONT. DRAIN LINE SEE

SHEETS CS301 & CS401

2'-8" 2'-8"

AVGAS BULK SKID

SEE SHEET MS405

JET-A BULK SKID

SEE SHEET MS406

12,000 GAL JET-A TANK

SEE SHEET MS402

12,000 GAL AVGAS TANK

SEE SHEET MS401

GRAVEL SWALE

SEE DETAIL 2/CG211

BOLLARD, SEE DETAIL 4/CS501

N: 1256840.23 E: 2843490.52

BOLLARD, SEE DETAIL 4/CS501

N: 1256830.78 E: 2843493.78

BOLLARD, SEE DETAIL 4/CS501

N: 1256836.92 E: 2843409.25

4' 4'

5' 4'

15'

MOUNT EMERGENCY INSTRUCTIONS

AND EFSO SIGNAGE ON CANOPY

SEE DETAILS 6/CS502 & 5/CS503

MOUNT EMERGENCY INSTRUCTIONS

AND EFSO SIGNAGE ON CANOPY SEE

DETAILS 6/CS502 & 5/CS503

7'-6" 7'-6"

4' TYP.

CONC. PAD CORNER

N: 1256843.99 E: 2843486.06

CONC. PAD CORNER

N: 1256892.14 E: 2843468.23

BOLLARD, SEE DETAIL 4/CS501

N: 1256828.32 E: 2843437.52

UG ELECTRICAL CONDUIT

BY OTHERS

13'

RIPRAP

SEE DETAIL 1/CS502

4" EXPANSION JOINT

E D

D R

B Y:

SHEET #

ARGUS CONSULTING, INC.

KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.

D A

T N

SCALE: 1" = 10'-0" 0 10' 20'

SCALE IN FEET

A1 SITE PARTIAL PLAN

1. PLAN LOCATIONS AND OTHER UTILITIES ARE

BASED ON A COMBINATION OF AVAILABLE

RECORD DRAWINGS. ACTUAL LOCATIONS MAY

VARY. FIELD VERIFY DEPTH AND LOCATION OF

EXISTING UTILITIES BEFORE EXCAVATION.

NOTIFY THE AIRPORT AND PROJECT ENGINEER

OF ANY DISCREPANCIES THAT POTENTIALLY

AFFECT THE WORK CONSTRUCTED UNDER THIS

CONTRACT, AND OBTAIN DIRECTION PRIOR TO

PROCEEDING.

2. PROTECT EXISTING UTILITIES THAT WILL

REMAIN IN SERVICE. REPAIR OR REPLACE

DAMAGED UTILITIES AS DIRECTED BY THE

UTILITY SERVICE OR AUTHORITY HAVING

JURISDICTION. OBTAIN PERMISSION IN WRITING

FROM THE AIRPORT BEFORE INTERRUPTION OF

ANY UTILITY SERVICE.

GENERAL SHEET NOTES

LEGEND

CONTRACTION JOINT

(SEE DETAIL 7/SS501 &

5/CS501)

PAVEMENT SLOPE

BREAKLINE

EXPANSION JOINT

(SEE DETAIL 5/CS501)

NEW ASPHALT

NEW CONCRETE

CS201

F O

R B

/2 0/

.0 0-

C S2

FUEL INFRASTRUCTURE

CONCRETE

4" GRAVEL COVER

FIRE EXTINGUISHER

AND SIGNAGE

(SEE DETAIL 3/CS504)

FE FE

BOLLARD

(SEE DETAIL A/CS501)

DOWELED

CONTRACTION JOINT

(SEE DETAIL 4/CS504)

SEE CIVIL SHEETS FOR GRADING

OUTSIDE OF CONTAINMENT AREA

AND ELEC. PAD

TOC 7452.26'

TOC 7452.02'

0.60% 0.56%0.71%0.58%

4.21%

0.74%0.72%

0.37% 0.00%

1.92%

0.71% 0.71% 0.56%

0.68%

0.00%

% 0.75%

0.71%

0.72% 0.74%2.00% 1.81%

0.58%

0.00%

0.69%

.5 0'

.5 0'74

.75

7451.00'

.00

.7 5'

CONTAINMENT PAD

SEE SHEET CG211

FUELING SKID PAD

SEE SHEET CG211

TRUCK UNLOADING/LOADING PARKING

SEE SHEET CG211

.5 0'

7451.00'

7450.75'

.0 0'

CONT. TRENCH DRAIN

SEE SHEETS CS301 & CS401

CONT. DRAIN LINE SEE

SHEETS CS301 & CS401

TOC 7452.23'

TOC 7452.26'

TOC 7452.07' TOC 7452.05'

SEE CIVIL SHEETS FOR GRADING

OUTSIDE OF CONTAINMENT AREA

AND ELEC. PAD

SEE CIVIL SHEETS FOR GRADING

OUTSIDE OF CONTAINMENT AREA

AND ELEC. PAD

0.50%

0.00%

6.00%

TOC 7452.29'

TOC 7452.02'

0.58% 0.71% 0.71% 0.54%

0.50%

0.58%

0.62%

0.00%

.75

.2 5'

7450.75'

7450.50' 7450.25' 7450.00' 7449.75' 7449.50' 7449.25'

.00

.7 5'

7448.50'

7448.25'

7448.00' 7447.75'

7447.75'

7448.00'

7451.00' 7451.00'

EXTEND RIPRAP TO TOE OF RECOVERY SLOPE.

SEE CIVIL SHEETS FOR LIMITS OF SLOPE

11.50' X 19.75' CONTAINMENT BASIN

SEE SHEET CS505

E D

D R

B Y:

SHEET #

ARGUS CONSULTING, INC.

KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.

D A

T N

SCALE: 1" = 10'-0" 0 10' 20'

SCALE IN FEET

A1 SITE GRADING PARTIAL PLAN

1. ELEVATIONS SHOWN ARE TOP OF FINISHED

PAVEMENT (TOC), TOP OF CURB (TC), OR GRADE

AS APPLICABLE TO EACH LOCATIONS UNLESS

SPECIFICALLY INDICATED OTHERWISE.

SUBTRACT FROM THESE ELEVATIONS TO

OBTAIN SUBGRADE ELEVATIONS FOR

PAVEMENT, PADS, ETC.

2. PROVIDE FILL TO AREAS OUTSIDE OF

CONCRETE CONTAINMENT PAD. SLOPE FILL

AWAY FROM PAD, PROVIDING POSITIVE

DRAINAGE AND LEAVING NO MORE THAN 2"

BACK OF CURB EXPOSED. FILL SHALL BE

SLOPED DOWN TO MATCH PROPOSED GRADE

AS SHOWN ON CIVIL DRAWINGS AND NOTE

EXCEED 5:1 SLOPE.

GENERAL SHEET NOTES

LEGEND

CONTRACTION JOINT

PAVEMENT SLOPE

BREAKLINE

EXPANSION JOINT

MAJOR CONTOUR (1')

MINOR CONTOUR (0.25')

7450.00'

7450.25'

CG201

G R

G P

F O

R B

/2 0/

.0 0-

C G

1NEW ASPHALT

NEW CONCRETE

FUEL INFRASTRUCTURE

CONCRETE

4" GRAVEL COVER

DOWELED CONTRACTION

JOINT

TC 7451.55' TC 7451.45' TC 7451.35' TC 7451.25'

TC 7451.20'

TC 7451.10'

TC 7451.20'

TC 7451.25'TC 7451.35'

TC 7451.45'

TC 7451.55'TC 7451.15'

TC 7451.76'

TC 7451.00'

TC 7451.00' TC 7451.00' TC 7451.00' TC 7451.00' TC 7451.00' TC 7451.00'

TOC 7451.05'

TOC 7450.95' TOC 7450.85'

TOC 7450.75'

TOC 7450.70'

TOC 7450.70'TOC 7450.75'TOC 7450.85'

TOC 7450.95'

TOC 7451.05'TOC 7451.15'

TOC 7451.76'

TOC 7451.75'

TOC 7451.14'

TOC 7450.87'

TOC 7450.86'

TOC 7450.49'

TOC 7450.47'

TOC 7450.44' TOC 7450.40' TOC 7450.40' TOC 7450.40' TOC 7450.40' TOC 7450.40'

TOC 7450.40'

TOC 7450.40'TOC 7450.40'TOC 7450.40'TOC 7450.40'

TOC 7450.50'

TOC 7450.59'

TOC 7451.45' TOC 7450.97' TOC 7450.87' TOC 7450.77' TOC 7450.67'

TOC 7450.67'

TOC 7450.51'

TOC 7450.40'

TOC 7450.32'

TOP OF STRUCTURE 7450.25'

DRAIN INV. 7450.60'

14'-10"

72'

9'14'14'17'-2"

10'

20'

23'-5"

14'-1" 10' 10' 10' 9'-4"

-0.54%-0.71%-0.71%

-1.14% -1.14%

-0.72%

-0.74%

-0.72%

-0.74%

-0.79% -0.71% -0.74% -0.81%

-0.37% -0.37% -0.00% -0.00% -0.00%-0.00%

-0 .7

-0.60%

-4.21%

-2.89%

-0.58%

TC 7451.00'

8'35'-4" 28'

6'-11" 14'-6"

TANK FOUNDATION ℄

TOC 7450.45'

13'-4"

AVGAS BULK SKID

LIMITS

JET-A BULK SKID

LIMITS

TC 7450.48'

TC 7450.87'

EXPANSION JOINT

SEE DETAIL 5/CS501

CONTRACTION JOINT (TYP.)

SEE DETAIL 5/CS501

CONTRACTION JOINT (TYP.)

SEE DETAIL 5/CS501

CURB AND CONT. BREAKLINE

TO TAPER OUT

TP 7451.45'

TP 7451.45' TP 7451.45'

TP 7451.45'

TOC 7450.93' TOC 7450.92'

TOC 7450.86'TOC 7450.87'

TOC 7450.85'

TOC 7450.90'TOC 7450.91' TOC 7450.71'

TOC 7450.70'

TOC 7450.66'

TOC 7450.72'

TOC 7450.73'

TOC 7450.66'

TOC 7450.67'

FL 7450.96' FL 7451.00' FL 7450.95'

40'-8"

7'-3" 17'-6"

17'-2"

10'

-6.00%

TOC 7450.40'

TOC 7451.00'

TC 7451.00'

10' 10' 10' 9'-4"

DRAIN OUTLET

7450.40'

TOC 7450.95' TOC 7450.85'

TOC 7450.75'

TOC 7450.65'

16'-10" 2'-8"

14'-2"

FLOWLINE

10' 6'-1"

10'

DOWELED

CONTRACTION JOINT

SEE DETAIL 4/CS504

DOWELED

CONTRACTION JOINT

SEE DETAIL 4/CS504

2'-8"

E D

D R

B Y:

SHEET #

ARGUS CONSULTING, INC.

KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.

D A

T N

SCALE: 1" = 5'-0" 0 5' 10'

SCALE IN FEET

1 CONTAINMENT PAD, BULK SKID PAD, & TRUCK PARKING DETAILING

SCALE: NTS

2 GRAVEL SWALE SECTION

CG211

G R

G E

R G

F O

R B

/2 0/

.0 0-

C G

SS501

73'-5"

CS502

TANK CONTAINMENT PAD

THICKENED EDGE SECTION

SEE DETAIL 3/SS501

COMPACTED SUBGRADE AS SPECIFIED

BULK SKID PAD

SEE THIS SHEET FOR

SPOT GRADES

3% 3%

MIN 4" COARSE AGGREGATE

AS SPECIFIED

3 CONTAINMENT AREA RAMP SECTION

SCALE: NTS

O N

6" SEE PLANS

PAVEMENT

BREAKLINETOP OF CURB,

BEYOND

SLOPE SLOPE

THICKENED EDGE

EXPANSION JOINT

TYPE III JOINT SEAL.

SEE DETAIL 5/CS501

(NO JOINT IF AGAINST EARTH)

2" C

PAVEMENT

BREAKLINE

PAVEMENT PER CIVIL

SHEETS OR EARTH

GEOTEXTILE FABRIC

AS SPECIFIED

SS501

CG2113

CG211

2+00

TRENCH DRAIN

SEE DETAIL 1/CS505

N 1256824.98 E 2843461.59

STA 1+20.00

45 DEG. BEND

N 1256811.98 E 2843466.06

STA 1+33.74

45 DEG. BEND

N 1256808.88 E 2843472.42

STA 1+40.82

CONT. BASIN INLET

N 1256813.44 E 2843485.66

STA 1+54.82

CONT. BASIN DIAPHRAGM PUMP

SEE DETAIL 2/CS506

N 1256821.33 E 2843508.56

STA 1+79.04

DOUBLE VERT. 2" 90 DEG. BENDS

N 1256822.70 E 2843512.56

STA 1+83.27

CONT. DRAIN OUTLET

SEE DETAIL 1/CS502

N 1256828.89 E 2843530.51

STA 2+02.26

CONT.CURB DRAIN

SEE DETAIL 2/CS502

CONT. BASIN PUMP-OUT CONNECTION

SEE DETAIL 3/CS505

RIPRAP, SEE DETAIL 1/CS502

EXTEND RIPRAP TO TOE OF RECOVERY SLOPE.

SEE CIVIL SHEETS FOR LIMITS OF SLOPE

E D

D R

B Y:

SHEET #

ARGUS CONSULTING, INC.

KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.

D A

T N

SCALE: 1" = 10'-0" 0 10' 20'

SCALE IN FEET

A1 CONTAINMENT DRAIN PLAN

1. NORTHINGS AND EASTINGS ARE GIVEN AT THE

CENTER OF STRUCTURE.

GENERAL SHEET NOTES

LEGEND

CS301

C O

D R

F O

R B

/2 0/

.0 0-

C S3

NEW ASPHALT

NEW CONCRETE

FUEL INFRASTRUCTURE

CONCRETE

GRAVEL SWALE

NEW SWALE FL

SEE CIVIL SHEETS

NEW STORM LINE

SEE CIVIL SHEETS

11.50' X 19.75' CONT. BASIN

SEE DETAIL 1/CS505

2" HDPE FORCE MAIN

6" DIP GRAVITY

CONT. LINE

UG ELECTRICAL CONDUIT CROSSING

CONTAINMENT DRAIN PROFILE

0+80 1+00 2+00 2+50

6" DIP

-2.00%

6" DIP

-2.00%

. B

C O

N T.

C H

D R

TRUCK RACK

CONTAINMENT

PAD

EXISTING GRADE

C O

N T.

M P

U M

2" HDPE

-2.00%

D O

R T.

" 9

. B

C O

N T.

D R

O U

E D

D R

B Y:

SHEET #

ARGUS CONSULTING, INC.

KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.

D A

T N

SCALE: 1" = 20'-0" 0 20' 40'

SCALE IN FEET

A1 CONTAINMENT DRAIN PROFILE

0 VE

T10'

CS401

C O

D R

P R

F O

R B

/2 0/

.0 0-

C S4

E D

D R

B Y:

SHEET #

ARGUS CONSULTING, INC.

KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.

D A

T N

NOTES:

1. SLOPE, SHEET, SHORE, PILE OR SHIELD AS REQUIRED FOR SITE CONDITIONS AND SAFETY.

2. SLOPED CONSTRUCTION METHODS MAY BE PRECLUDED BY EXISTING SITE CONDITIONS, INFRASTRUCTURE AND CONSTRUCTION SUCH AS PERMISSIBLE

PAVEMENT REMOVAL LIMITS, UTILITIES, STRUCTURES AND OPERATIONS.

3. TRENCH SECTION IS SHOWN TO HELP DEFINE TYPICAL EXCAVATION REQUIREMENTS AND SHALL NOT BE CONSTRUED AS DEFINING OR DICTATING ALL MEASURES NECESSARY TO PERFORM THE WORK OR KEEP THE EXCAVATION SAFE. THE CONTRACTOR IS ENTIRELY RESPONSIBLE FOR ALL EXCAVATION

SAFETY.

4. EXCAVATION SECTION SIMILAR FOR DUCTBANKS AND OTHER UTILITIES.

SCALE: NTS

1 TYPICAL TRENCH EXCAVATION DETAIL

CONFORM TO ALL OSHA PARTS 1926 SLOPE

REQUIREMENTS WHEN USING SLOPED

CONSTRUCTION METHODS.

FOR OSHA TYPE "A" SOIL CONDITIONS 3/4:H TO 1:V

FOR OSHA TYPE "B" SOIL CONDITIONS 1:H TO 1:V

FOR OSHA TYPE "C" SOIL CONDITIONS 1.5:H TO 1:V

PIPE BEDDING AS SPECIFIED

CONFORM TO ALL

OSHA PART 1926

REQUIREMENTS FOR

SHEETING, SHORING

AND SHIELDED

CONSTRUCTION

METHODS

1'-0" 1'-0"

AS REQUIRED FOR SHEET SHORED PILED

OR SHIELDED CONSTRUCTION METHODS

BACKFILL AS

SPECIFIED

SEE NOTE 2

STOCKPILE LIMITS

WHEN

STOCKPILING IS

PERMITTED BY

SPECIFICATIONS

AS REQUIRED FOR SLOPED CONSTRUCTION METHODS

SEE NOTE 2

2'-0" MIN

SEE NOTE 2

WIDTH REQUIRED

FOR INSTALLATION

OF PIPING

1' -0

PE O

PIPE

SCALE: NTS

2 TYPICAL EXTERIOR CONCRETE EQUIPMENT PAD

ANCHOR BOLTS, COORDINATE

SIZE AND LOCATION WITH

EQUIPMENT SUPPLIER

3/4" CHAMFER TYP

EQUIPMENT DIMENSION1'-0" MIN EA SIDE

#4 @ 10" O.C.

E.W. T&B

FINAL GRADE VARIES

8" M

6" COMPACTED

SUBGRADE

95% ASTM D698

6" COMPACTED

AGGREGATE BASE

95% ASTM D698

NOTES:

1. SEE CIVIL, MECHANICAL AND/OR ELECTRICAL SHEETS FOR LOCATION OF EQUIPMENT PADS.

2. CONCRETE SHALL BE 4,000 PSI MINIMUM COMPRESSIVE STRENGTH.

3. REINFORCING BARS: ASTM A-615, GRADE 60, DEFORMED.

4. APPLY LIQUID MEMBRANE FORMING CURING COMPOUND PER ASTM C-309.

5. THE PLAN DIMENSIONS OF EQUIPMENT BASES AND THEIR ANCHOR BOLT LOCATIONS, SIZES, EMBEDMENT, AND PROJECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE APPROVED EQUIPMENT FURNISHED.

6. PROVIDE CONCRETE WITH 5-7% AIR ENTRAINMENT.

3" C

2" C

SCALE: NTS

3B SKID PAD AND PARKING PAVEMENT SECTION

NEW PCC PAVEMENT

SEE PLANS OR DOWEL

AND REINFORCEMENT

TABLE FOR BAR AND

DOWEL SIZE AND

SPACING

JOINTS AS

INDICATED

ON PLANS

6" COMPACTED

SUBGRADE AS

SPECIFIED

12" COMPACTED

AGGREGATE

BASE AS

SPECIFIED

GREATER OF

3" OR T/3

8" DIA SCH 80 STEEL PIPE. FILL WITH

CONCRETE AND CROWN TOP. PREPARE

BOTH INTERIOR AND EXTERIOR

SURFACE AS RECOMMENDED BY PAINT

MANUFACTURER. PRIME AND PAINT

WITH MINIMUM OF 10 MILS (DRY FILM)

OF YELLOW GLOSS POLYAMIDE EPOXY

BOTH EXTERIOR AND INTERIOR.

3' -6

1'-6"

4000 PSI CONCRETE

EMBEDMENT

FINISHED GRADE

SCALE: NTS

4 GUARD POST/BOLLARD IN UNPAVED AREA CS501

F O

R B

/2 0/

.0 0-

C S5

SCALE: NTS

5 JOINT SEAL INSTALLATION (PREFORMED)

1s t S

U T

TYPICAL CONTRACTION

JOINT SEAL

TYPICAL CONSTRUCTION

JOINT SEAL

TYPICAL EXPANSION

JOINT SEAL

NOTES:

1. CONTRACTOR SHALL USE REMOVABLE EMBEDS TO FORM GROOVES IN INACCESSIBLE AREAS

WHERE CONVENTIONAL SAW CUTTING/GROOVING CANNOT BE DONE.

1/2"1/ 8"

1/8"

CONTRACTION

CRACK

DELASTIC E-816

FUEL RESISTANT

JOINT SEAL AS

SPECIFIED OR

APPROVED

SUBSTITUTE

1/2"1/ 8"

DELASTIC E-816

FUEL RESISTANT

JOINT SEAL AS

SPECIFIED OR

APPROVED

SUBSTITUTE

COLD JOINT

SEE PLANS AND

PAVEMENT SECTIONS

FOR TIE-BARS AND/OR

DOWEL PLACEMENT

DIKE WALL OR

STRUCTURE FACE

CONTAINMENT BASIN

ROAD, EQUIPMENT PAD

OR PAVEMENT

DELASTIC E-1256

FUEL RESISTANT

JOINT SEAL AS

SPECIFIED OR

APPROVED SUBSTITUTE

PREFORMED

EXPANSION JOINT

FILLER AS SPECIFIED

INSTALL DOWELS

WHERE INDICATED

3/4"1/ 8"

T H

- T

TYPE IB TYPE IIB TYPE IIIB

SCALE: NTS

3A CONTAINMENT PAD PAVEMENT SECTION

NEW PCC PAVEMENT

SEE PLANS OR DOWEL

AND REINFORCEMENT

TABLE FOR BAR AND

DOWEL SIZE AND

SPACING

JOINTS AS

INDICATED

ON PLANS

6" COMPACTED

SUBGRADE AS

SPECIFIED

12" COMPACTED

AGGREGATE

BASE AS

SPECIFIED

GREATER OF

3" OR T/3

" M

E D

D R

B Y:

SHEET #

ARGUS CONSULTING, INC.

KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.

D A

T N

SCALE: NTS

2 OUTLET/CURB PENETRATION DETAIL

A A

NOTES:

1. BALL VALVE SHALL HAVE A LEVER TYPE HANDLE WITH A VINYL GRIP AND A 90-DEGREE STOP ON THE EXTENDED STEM. HANDLE SHALL BE

STAINLESS STEEL SUITABLE FOR PADLOCKING.

2. PROVIDE AND LOCK BALL VALVE WITH KEYED PAD LOCK ONCE CONSTRUCTION IS COMPLETE. PROVIDE KEYS TO THE OWNER.

3. CONTRACTOR SHALL SUPPLY ALL COUPLERS AND ATTACHMENTS REQUIRED TO CONNECT BALL VALVE TO CONTAINMENT DRAIN PIPE.

PROVIDE WATER TIGHT CONNECTION BETWEEN PIPE, VALVE, AND ALL ATTACHMENTS.

1'-0"

SLOPE

STAINLESS STEEL

WATERSTOP SLEEVE

WELDED TO PIPE

3" M

1/4

DRAIN PIPE

2" THREADED BRASS BALL

VALVE SHALL BE FUEL

RESISTANT AND HAVE A LOCKABLE

LEVER SEE NOTE 1

SEE NOTE 3

2" STAINLESS

STEEL

CONTAINMENT

DRAIN PIPE WITH

THREADED

ADAPTER AND

CAST INTO CURB

DRAIN INVERT

SEE SHEET CG211

STAINLESS STEEL WATER STOP

SLEEVE CAST INTO WALL OR CURB

SEE PLANS FOR LOCATION

SECTION A

NOTES:

1. RIPRAP AND GEOTEXTILE MATERIAL SPECIFIED IN SECTION 31 00 00.

O R

5'-0"

3' -6

4" T

1' -6

-6

1'-6" 1'-6"3'-6"

6" 1'

-0

1'-0" MIN

GEOTEXTILE FABRIC

AS SPECIFIED TYPICAL

ON BOTTOM AND ALL SIDES

COMPACTED SUBGRADE AS

SPECIFIED 95% OF ASTM

D698

DRAIN

INLET/OUTLET MATCH EXISTING

GRADE

GEOTEXTILE FABRIC

AS SPECIFIED TYPICAL

ON BOTTOM AND ALL SIDES

6" COMPACTED SUBGRADE

AS SPECIFIED 95% OF ASTM

D698

MATCH

EXISTING

GRADE

SCALE: NTS

1 RIPRAP AT OUTLETS

PLAN

SECTION A

SECTION B

4" CONCRETE

6" COMPACTED

SUBGRADE (95%)

ASTM D698

SEE CG201

NEW PAVEMENT

SEE CIVIL SHEETS

EXPANSION JOINT

SEE DETAIL 5/CS501

NEW PAVEMENT SEE

CIVIL SHEETS

1" M

. T

CURB (IN BACKGROUND)

SCALE: NTS

3 TYPICAL SIDEWALK

SCALE: NTS

4 INTERFACE JOINT

EXPANSION JOINT

SEE DETAIL 5/CS501

(NO JOINT IS

AGAINST EARTH)

CS502

F O

R B

/2 0/

.0 0-

C S5

NOTES:

1. CONTRACTION JOINTS IN SIDEWALKS ARE

NOT SEALED.

TOOLED

1/8" R

1/8" MIN

1" M

3/16"

SCALE: NTS

5 JOINT DETAIL

NOTES:

1. SIGN SHALL USE 1/2" MIN HIGH LETTERS.

2. TEXT COLOR SHALL BE AS SHOWN.

3. CONTRACTOR TO INSERT PREFERRED AIRPORT ADDRESS AND CONTACT INFORMATION. COORDINATE

WITH OWNER/AIRPORT.

4. PROVIDE AND ATTACH SIGNAGE AS SHOWN ON THE PLANS. PROVIDE PERMANENT ATTACHMENTS USING

METAL BANDS, BOLTS, SCREWS, CHAINS OR INDUSTRY STANDARD FITTINGS.

5. SEE PLANS FOR LOCATION(S) AND PLACEMENT(S). (TYP OF 1)

1. NO SMOKING OR OPEN FLAMES WITHIN 50 FEET.

2. VEHICLE MOTOR SHALL BE SHUT OFF DURING LOADING

AND UNLOADING OPERATIONS.

3. THE USE OF PORTABLE CONTAINERS IS PROHIBITED.

4. IN CASE OF FIRE OR SPILL:

· USE EMERGENCY FUEL SHUT-OFF BUTTON

· REPORT THE ACCIDENT.

AIRPORT NUMBER: (###) ###-####

FIRE DEPARTMENT: 911

FACILITY ADDRESS: HARRIET ALEXANDER

FIELD AIRPORT

9255 CO RD. 140

SALIDA, CO 81201

1'-0" MIN

1' -0

" M

SEE NOTE 3.

SEE NOTE 4 (TYP OF 2)

W H

O U

N D

O U

N D

W H

SCALE: NTS

6 EMERGENCY INSTRUCTIONS SIGNAGESIDEWALK CONTRACTION

MULTICORELINK:20241014.00-CG201-SITE GRADING PARTIAL PLAN

E D

D R

B Y:

SHEET #

ARGUS CONSULTING, INC.

KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.

D A

T N

5' -0

" T

SCALE: NTS

1 SIGN ATTACHMENT AND POST DETAILS

NOTES:

1. SIGN PANELS SHALL BE SINGLE SHEET ALUMINUM, 0.080" MINIMUM

THICKNESS.

2. SIGN PANELS SHALL BE FASTENED DIRECTLY TO THE POST. FASTEN TO U-2

POSTS WITH TWO 1/4-20 UNC STOVE BOLTS.

3. A FIBER WASHER SHALL BE PLACED BETWEEN THE BOLT HEAD AND THE

FACE OF THE SIGN PANEL.

4. STEEL POSTS SHALL BE A UNIFORM FLANGED CHANNEL SECTION (U-SHAPE).

U-2 POSTS SHALL HAVE A WEIGHT OF 2 LB/FT EXCEPT THAT A MILL

TOLERANCE OF MINUS 3.5% OF THE MASS OF ANY ONE POST WILL BE

ALLOWED. ALTERNATE POSTS WILL BE ACCEPTABLE IF THE SECTION

MODULUS IS AT LEAST 0.1907 IN ABOUT THE X-X AXIS AND AT LEAST 0.2380

IN ABOUT THE Y-Y AXIS.

5. U-2 POSTS SHALL BE DRIVEN A MINIMUM OF 3'-0" INTO THE GROUND.

1/4-20 UNC

STOVE BOLT

SIGN PLAQUE

1/4-20 UNC

STOVE BOLT

U-2 STEEL POST

SIGN

PLAQUE

1/4-20 UNC

STOVE BOLT

FIBER WASHER

NUT 3 1/16"

/3 2"

3' -0

" M

E M

SIGN PANEL

TYPICAL U-2 POST SECTION

NO SCALE

U-2 STEEL…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 14, 2025.