50-49500-25-01992_50-49500-25-01992 SPA-HANGAR_REBID-STAMPED_PLANS.pdf.PDF

PDF 26 MB Posted Jul 19, 2025

Attached to: FABRIC HANGAR/PAYLOAD PROCESSING FACILITY AND HANGAR TAXIWAY
Solicitation number: 50-49500-25-01992
Issued by: San Juan County, New Mexico

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Written by GovTribe AI · Jul 22, 2025

These are construction design plans for a Rebid Fabric Hangar/Payload Facility and HLA S. Hangar Taxiway project for the Spaceport Authority located in Las Cruces, New Mexico. The project, designed by Molzen Corbin & Associates with project number SPA241-11, involves constructing a 156' fabric hangar, a 300' x 300' concrete apron, a 160' x 160' hangar pad, an asphalt parking lot, a taxiway, and associated infrastructure at Spaceport America. The project is scheduled for completion in June 2025 and includes detailed civil, structural, and site development plans covering utilities, drainage, fencing, gate systems, airfield markings, and site grading.

The project documents include comprehensive technical specifications for site preparation, concrete work, utility installations, and specialized airport infrastructure. Key infrastructure components include a 30,000-gallon fiberglass containment tank, a 1,500-gallon HDPE septic tank, a sand/oil separator, trench drains, water and sewer lines, and an automated security gate system. The design incorporates specific requirements for aircraft operations, including taxiway markings, holding position indicators, and safety considerations for aerospace environments. The contract includes a payment provision allowing the owner to make payments within 45 days after submission of an undisputed payment request, with specific technical requirements for construction methods, materials, and airport-specific safety standards.

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50-49500-25-01992_50-49500-25-01992 Fabric Hangar_Payload Facility and Hangar Taxiway.pdf.PDF	PDF	Jul 19, 2025
50-49500-25-01992_Wage Decision Rates.pdf.PDF	PDF	Jul 19, 2025
60-66700-25-EM072_Approved Emergency Procurement_FY26-001_Plexos Group_07.17.2025.pdf.PDF	PDF	Jul 19, 2025
50-49500-25-01992_50-49500-25-01992 Specs FabricHangarTaxiway_Specs_06-13-25 Revised (3).pdf.PDF	PDF	Jul 19, 2025

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construction plans for the

VICINITY MAP

CERTIFICATION:

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1155 Commerce Drive, Suite F Las Cruces, New Mexico 88011 575 522 0049 office Molzencorbin.com

E N G I N E E R S A R C H I T E C T S P L A N N E R S

FORT SUMNER

LORDSBURG

FORKS

ROAD

COLUMBUS

BAYARD

CITY

DEMING

LAS

CRUCES

ALAMOGORDO

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SILVER 90

GRANTS

FENCE LAKE

CROWNPOINT

AMBROSIA

GALLUP

SAN

MATEO

LAKE

MOUNTAINAIR

CABALLO

CONSEQUENCES

TRUTH OR

SOCORRO

ANTONIO

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BERNARDO

CAPITAN

TULAROSA

RUIDOSO

HONDO

CARRIZOZO

SANTA FE

ALBUQUERQUE

BELEN

6 LOS

LUNAS

ALAMOS

CLINES

ENCINO

ESTANCIA

MORIARTY

VAUGHN

SANTA ROSA

LAS VEGAS

SHIPROCK

BLOOMFIELD

BONITO

PUEBLO

FARMINGTON

AZTEC

ESPANOLA

CUBA

AMARILLA

CHAMA

DULCE

TIERRA PIEDRAS EAGLES

TAOS

MORA

NEST

TRES

ARTESIA

CARLSBAD 31

JAL

EUNICE

HOBBS

PORTALES

LOVINGTON

ROSWELL

TATUM

DORA

CLOVIS

LOGAN

MELROSE

TUCUMCARI

RAGLAND

CONCHAS DAM

MOSQUERO

CLAYTON

ABBOTT

SPRINGER

RATON 325

Molzen Corbin Project Number: SPA241-11

1 40

SPACEPORT AUTHORITY

4605 RESEARCH PARK CIRCLE, SUITE A

LAS CRUCES, N.M. 88001

JUNE 2025

G-001

Project Location

REBID - 24-C12 - FABRIC HANGAR / PAYLOAD FACILITY

25-C05 - HLA S. HANGAR TAXIWAY

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DESCRIPTION

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REV DATE

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REV NO

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I, JOHN T. MONTOYA, REGISTERED

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PROFESSIONAL ENGINEER NO. 12423

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HEREBY CERTIFY THAT THE FOLLOWING PLANS AND

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DESIGNS WERE MADE UNDER MY SUPERVISION

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AND DIRECTION AND THAT SAME IS TRUE AND CORRECT

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TO THE BEST OF MY KNOWLEDGE AND BELIEF

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JOHN T. MONTOYA

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NO. 12423

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MOLZEN-CORBIN & ASSOCIATES 2022 - COPYRIGHT C

AutoCAD SHX Text THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR THE CONSTRUCTION SAFETY WHICH SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THIS INSTRUMENT ARE OWNED BY AND THE PROPERTY OF MOLZEN-CORBIN & ASSOCIATES, AND WERE CREATED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. THESE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL NOT BE USED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF MOLZEN-CORBIN & ASSOCIATES. THESE DRAWINGS REFLECT INFORMATION ON UTILITIES GATHERED BY SITE INSPECTION, DISCUSSIONS WITH MUNICIPAL OFFICIALS, AND PREVIOUS CONSTRUCTION DOCUMENTS. IT IS POSSIBLE THAT THE EXACT LOCATION OF LINES AND UTILITY CONNECTION POINTS IN THE VICINITY OF REQUIRED WORK MAY BE DIFFERENT FROM THE LOCATION SHOWN ON THESE DRAWINGS. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL EXCAVATE AND VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL OBSTRUCTIONS. SHOULD A CONFLICT EXIST THE CONTRACTOR SHALL NOTIFY THE ENGINEER SO THE CONFLICT CAN BE RESOLVED WITH A MINIMUM AMOUNT OF DELAY.

AutoCAD SHX Text %%UNOTICE OF EXTENDED PAYMENT PROVISION%%U: THIS CONTRACT ALLOWS THE OWNER TO MAKE PAYMENT WITHIN 45 DAYS AFTER SUBMISSION OF AN UNDISPUTED REQUEST FOR PAYMENT

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SHEET INDEX

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COVER SHEET

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GENERAL NOTES AND LOCATION MAP

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PROJECT SITE AND SURVEY CONTROL SHEET

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APRON, HANGAR PAD AND PARKING LOT SITE PLAN

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APRON, HANGAR PAD AND PARKING LOT SITE GRADING PLAN

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WATERLINE PLAN AND PROFILE - STA. 10+00 TO STA. 15+00

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WATERLINE PLAN AND PROFILE - STA. 15+00 TO STA. 20+20

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WATERLINE PLAN AND PROFILE - STA. 20+20 TO STA. 22+13.09

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SEWER LINE - STA. 0+00 TO STA. 2+80

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DRAIN & FOAM CONTAINMENT LAYOUT

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DRAIN LAYOUT

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TAXIWAY - STA. 10+00 TO STA. 20+00

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RCP PLAN & PROFILE

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TAXIWAY CROSS SECTIONS - STA. 10+00 TO STA. 10+60

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TAXIWAY CROSS SECTIONS - STA. 10+80 TO STA. 12+80

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TAXIWAY CROSS SECTIONS - STA. 13+00 TO STA. 15+20

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TAXIWAY CROSS SECTIONS - STA. 15+40 TO STA. 17+40

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TAXIWAY CROSS SECTIONS - STA. 17+60 TO STA. 18+40

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HANGAR PAD AND APRON CONTROL JOINT LAYOUT

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TAXIWAY CONTROL JOINT LAYOUT

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PARKING LOT STRIPING LAYOUT

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APRON MARKING & TIE DOWN LAYOUT

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TAXIWAY MARKING PLAN

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TYPICAL SECTION DETAILS

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AIRCRAFT TIE DOWN DETAILS

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MISCELLANEOUS DETAILS

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WATER UTILITY DETAILS

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SEWER UTILITY DETAILS

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DRAINAGE DETAILS

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DRAINAGE DETAILS II

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FOAM CONTAINMENT SYSTEM DETAILS

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HIGH GAME SECURITY FENCE DETAILS

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AUTOMATIC ROLLING GATE DETAILS

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AIRFIELD MARKING DETAILS

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PIPE CULVERT HEADWALL & RIP RAP DETAILS

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BASIS-OF-DESIGN DRAWING - SITE PLAN

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BASIS OF-DESIGN-DRAWING - HANGAR STRUCTURE

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BASIS OF-DESIGN-DRAWING - HANGAR STRUCTURE

PROJECT

LOCATION

1155 Commerce Drive Suite F

Las Cruces, New Mexico 88011 575 522 0049

MolzenCorbin.com

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1155 Commerce Drive Suite F

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MolzenCorbin.com

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SPACEPORT AMERICA

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DISCOVERY ROAD

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CR A-13

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ALLEMAN RD

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RR TRACKS

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BORROW STOCK PILE LOCATION

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EX. GATE/SITE ACCESS

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GENERAL NOTES

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SCALE: 1"=2000'

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PROJECT LOCATION MAP

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1. THE CONTRACTOR SHALL SET AND MAINTAIN CONSTRUCTION BARRICADES SEPARATING CONSTRUCTION ZONE FROM AREAS OPEN FOR THE CONTRACTOR SHALL SET AND MAINTAIN CONSTRUCTION BARRICADES SEPARATING CONSTRUCTION ZONE FROM AREAS OPEN FOR TRAFFIC. 2. THE CONTRACTOR SHALL BE ALERT TO THE POSSIBILITY OF EMERGENCY SITUATIONS ARISING AT ANY TIME AND SHALL COOPERATE THE CONTRACTOR SHALL BE ALERT TO THE POSSIBILITY OF EMERGENCY SITUATIONS ARISING AT ANY TIME AND SHALL COOPERATE FULLY WITH THE AEROSPACE MANAGER IN COPING WITH ANY EMERGENCIES INVOLVING AIRCRAFT. 3. ALL OPERATIONS SHALL BE CONDUCTED IN FULL CONFORMITY WITH FEDERAL AVIATION ADMINISTRATION TRAFFIC AND SAFETY ALL OPERATIONS SHALL BE CONDUCTED IN FULL CONFORMITY WITH FEDERAL AVIATION ADMINISTRATION TRAFFIC AND SAFETY REGULATION WITHIN THE SPACEPORT PROPERTY AND IN CONFORMITY WITH ANY APPLICABLE LAWS AND REGULATIONS OUTSIDE THE SPACEPORT BOUNDARIES. SAFETY INFRACTIONS REGARDING AIR TRAFFIC WILL RESULT IN IMMEDIATE SHUTDOWN OF THE WORK UNTIL REMEDIED. 4. PERMISSIBLE ACCESS ROUTES FOR CONSTRUCTION TRAFFIC OF ANY SORT SHALL BE DESIGNATED BY THE OWNER. ALL CONSTRUCTION PERMISSIBLE ACCESS ROUTES FOR CONSTRUCTION TRAFFIC OF ANY SORT SHALL BE DESIGNATED BY THE OWNER. ALL CONSTRUCTION TRAFFIC SHALL BE CONFINED TO THE DESIGNATED ROUTES WHEN OUTSIDE THE IMMEDIATE LIMITS OF CONSTRUCTION. NO CONSTRUCTION TRAFFIC WILL BE PERMITTED ON OR ACROSS ANY OPERATIONAL RUNWAY, TAXIWAY, OR PARKING APRON EXCEPT AS SPECIFICALLY PROVIDED. 5. CONTRACTOR SHALL KEEP AREA SURROUNDING CONSTRUCTION ZONES, INCLUDING ALL ACCESS AND TRAVEL ROUTES CLEAN AND FREE CONTRACTOR SHALL KEEP AREA SURROUNDING CONSTRUCTION ZONES, INCLUDING ALL ACCESS AND TRAVEL ROUTES CLEAN AND FREE OF DEBRIS. 6. REQUIREMENTS INDICATED ON THIS SHEET DO NOT RELEASE CONTRACTOR OF HIS SOLE RESPONSIBILITY FOR CONSTRUCTION SAFETY. REQUIREMENTS INDICATED ON THIS SHEET DO NOT RELEASE CONTRACTOR OF HIS SOLE RESPONSIBILITY FOR CONSTRUCTION SAFETY. 7. SINCE THE EXTENT AND DURATION OF TEMPORARY MEASURES NECESSARY FOR SPACEPORT SECURITY AND SAFETY DURING THE SINCE THE EXTENT AND DURATION OF TEMPORARY MEASURES NECESSARY FOR SPACEPORT SECURITY AND SAFETY DURING THE CONSTRUCTION PERIOD ARE LARGELY DEPENDENT ON THE CONTRACTOR SCHEDULING AND EFFICIENT UNDERTAKING OF THE WORK, THE COST OF SUCH MEASURES (BARRICADING, MARKING, TEMPORARY ACCESS ROADS, FENCING, CONSTRUCTION AREA MAINTENANCE AND CLEANUP, ETC.) SHALL BE CONSIDERED INCIDENTAL TO THE WORK AND NO SEPARATE MEASUREMENT OF PAYMENT WILL BE MADE THEREFOR, EXCEPT AS OTHERWISE MAY BE SPECIFICALLY PROVIDED FOR IN THE CONTRACT DOCUMENTS AND BID PROPOSAL. 8. ALL PAVEMENT DAMAGED BY CONSTRUCTION OPERATIONS SHALL BE REPLACED TO THE OWNER'S SATISFACTION AT NO ADDITIONAL ALL PAVEMENT DAMAGED BY CONSTRUCTION OPERATIONS SHALL BE REPLACED TO THE OWNER'S SATISFACTION AT NO ADDITIONAL COST TO THE OWNER. 9. WATER FOR CONSTRUCTION IS AVAILABLE AT THE SPACEPORT FROM A SYSTEM FIRE HYDRANT. THE CONTRACTOR SHALL BE WATER FOR CONSTRUCTION IS AVAILABLE AT THE SPACEPORT FROM A SYSTEM FIRE HYDRANT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH NMSA FOR ACCESS TO THE HYDRANT AND CHARGES FOR THE WATER. WATER RATE IS $4.50 PER 1000 GALLONS. 10. WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA PART 29. WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA PART 29. 11. CONTRACTOR MUST PROMINENTLY MARK OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE WITH RED OR ORANGE FLAGS, CONTRACTOR MUST PROMINENTLY MARK OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE WITH RED OR ORANGE FLAGS, AND LIGHT THEM WITH RED LIGHTS DURING HOURS OF RESTRICTED VISIBILITY OR DARKNESS. OPEN TRENCHES ARE NOT PERMITTED WITHIN 200 FEET OF THE RUNWAY CENTERLINE AND AT LEAST THE EXISTING RSA DISTANCE FROM THE RUNWAY THRESHOLD WHILE THE RUNWAY IS OPERATIONAL. 12. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY CLOSURE BARRICADES AND LIGHTING TO SEPARATE THE CONSTRUCTION CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY CLOSURE BARRICADES AND LIGHTING TO SEPARATE THE CONSTRUCTION AREAS FROM THE OPERATIONAL AIRFIELD AND TO PROTECT THE PUBLIC AND PROJECT PERSONNEL DURING CONSTRUCTION. THIS MAY INCLUDE, BUT NOT BE LIMITED TO, FLAG PERSONS, LIGHTED AND UNLIGHTED BARRICADES, FENCING, SIGNAGE, AND MARKINGS. 13. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY CABLING AND LIGHT INSTALLATIONS AS REQUIRED TO MAINTAIN OPERATIONAL CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY CABLING AND LIGHT INSTALLATIONS AS REQUIRED TO MAINTAIN OPERATIONAL PORTIONS OF THE AIRFIELD DURING CONSTRUCTION. 14. CONTRACTOR SHALL PROTECT ALL FAA, NWS, AND OTHER INSTALLATIONS ENCOUNTERED DURING CONSTRUCTION, AND SHALL CONTRACTOR SHALL PROTECT ALL FAA, NWS, AND OTHER INSTALLATIONS ENCOUNTERED DURING CONSTRUCTION, AND SHALL COORDINATE ALL ACTIVITIES AFFECTING SUCH INSTALLATIONS THROUGH THE ENGINEER. 15. IF APPLICABLE, CONTRACTOR SHALL PROVIDE COMPETENT FLAG PERSONS WITH TWO WAY CONTROL TOWER RADIOS AT ALL IF APPLICABLE, CONTRACTOR SHALL PROVIDE COMPETENT FLAG PERSONS WITH TWO WAY CONTROL TOWER RADIOS AT ALL CONSTRUCTION AREA/TAXIWAY/RUNWAY CROSSINGS, OR AS INDICATED. (TO BE COORDINATED FURTHER AT THE PRE-CONSTRUCTION MEETING). 16. CONTRACTOR SHALL KEEP ALL ACTIVE AIRCRAFT TAXIWAYS AND RUNWAY AREAS WITHIN THE CONSTRUCTION AREA SWEPT CLEAN AND CONTRACTOR SHALL KEEP ALL ACTIVE AIRCRAFT TAXIWAYS AND RUNWAY AREAS WITHIN THE CONSTRUCTION AREA SWEPT CLEAN AND FREE OF FOREIGN OBJECT DAMAGE HAZARDS. 17. SEE THE SPECIAL PROVISIONS OF THE CONTRACT DOCUMENTS FOR MORE DETAILED REQUIREMENTS WITH REGARD TO CONSTRUCTION SEE THE SPECIAL PROVISIONS OF THE CONTRACT DOCUMENTS FOR MORE DETAILED REQUIREMENTS WITH REGARD TO CONSTRUCTION PHASING AND TRAFFIC CONTROL IN AIR OPERATIONS AREAS. 18. NO NAVAIDS ARE AFFECTED BY THIS PROJECT. NO NAVAIDS ARE AFFECTED BY THIS PROJECT. 19. THE CONTRACTOR IS RESPONSIBLE FOR REPORTING AND CLEANUP OF SPILLS WHICH ARE ASSOCIATED WITH THIS PROJECT'S THE CONTRACTOR IS RESPONSIBLE FOR REPORTING AND CLEANUP OF SPILLS WHICH ARE ASSOCIATED WITH THIS PROJECT'S CONSTRUCTION AND SHALL REPORT AND RESPOND TO SPILLS OF HAZARDOUS MATERIALS SUCH AS GASOLINE, DIESEL, MOTOR OILS, SOLVENTS, CHEMICALS, TOXIC AND CORROSIVE SUBSTANCES , AND ANY OTHER MATERIALS WHICH MAY BE CONSIDERED A THREAT TO THE PUBLIC HEALTH OR ENVIRONMENT. THESE REPORTS SHALL BE MADE IMMEDIATELY TO THE NEW MEXICO ENVIRONMENTAL DEPARTMENT'S EMERGENCY RESPONSE TEAM AT 505-827-4308 OR 505-470-3657, AND TO THE AEROSPACE MANAGER. 20. THE CONTRACTOR SHALL COORDINATE WITH SPACEPORT OPERATIONS AND THE ENGINEER IN CASE THE SPACEPORT MOVEMENT AREAS THE CONTRACTOR SHALL COORDINATE WITH SPACEPORT OPERATIONS AND THE ENGINEER IN CASE THE SPACEPORT MOVEMENT AREAS ARE TO BE AFFECTED WITH THIS PROJECT, A MIN. OF 48 HOURS IN ADVANCE. THE AEROSPACE MANAGER MAY ISSUE A NOTAM TO COMMUNICATE TO USERS THE AIRPORT CONDITIONS THAT ARE AFFECTED. THIS WOULD ALSO INCLUDE ANY UTILITY OUTAGES, EMERGENCY NOTIFICATION PROCEDURES, AND ANY NATURAL WILDLIFE ENCOUNTERED. 21. CONSTRUCTION VEHICLES, CONTRACTOR EMPLOYEE PARKING, AND MATERIAL STOCKPILING SHALL BE LIMITED TO THE CONSTRUCTION CONSTRUCTION VEHICLES, CONTRACTOR EMPLOYEE PARKING, AND MATERIAL STOCKPILING SHALL BE LIMITED TO THE CONSTRUCTION STAGING AREA WHEN THESE ITEMS ARE NOT IN USE, UNLESS APPROVED OTHERWISE BY THE OWNER. 22. CONTRACTOR NON-COMPLIANCE WITH THE REQUIREMENTS SET FORTH IN THIS SAFETY PLAN, DESIGN DRAWINGS, AND SPECIFICATIONS CONTRACTOR NON-COMPLIANCE WITH THE REQUIREMENTS SET FORTH IN THIS SAFETY PLAN, DESIGN DRAWINGS, AND SPECIFICATIONS OF THIS PROJECT MAY RESULT IN THE LOSS OF THIS PROJECT, AND MONETARY FINES BASED ON FEDERAL, STATE, AND/OR LOCAL LAWS AND REGULATIONS. PERIODIC INSPECTIONS BY AIRPORT OPERATIONS, AND/OR REPRESENTATIVES WILL BE CONDUCTED TO ENSURE COMPLIANCE. 23. CONTRACTOR IS REQUIRED TO GO THROUGH SPA ORIENTATION. CONTRACTOR IS REQUIRED TO GO THROUGH SPA ORIENTATION. 24. AT THEIR SOLE EXPENSE, SHALL ERECT AND PROVIDE TEMPORARY CONSTRUCTION ACCESS INTO THE PROJECT LOCATION. AT THEIR SOLE EXPENSE, SHALL ERECT AND PROVIDE TEMPORARY CONSTRUCTION ACCESS INTO THE PROJECT LOCATION. 25. STAGING AREA WILL BE NEXT TO THE PROJECT AWAY FROM AIRFIELD OPERATIONS, BETWEEN PROJECT SITE AND DISCOVERY ROAD. STAGING AREA WILL BE NEXT TO THE PROJECT AWAY FROM AIRFIELD OPERATIONS, BETWEEN PROJECT SITE AND DISCOVERY ROAD. 26. DAMAGE OR RE-ROUTING OF ANY FENCING SHALL BE REPAIRED AND RESTORED AT NO ADDITIONAL COST TO NMSA. DAMAGE OR RE-ROUTING OF ANY FENCING SHALL BE REPAIRED AND RESTORED AT NO ADDITIONAL COST TO NMSA. 27. ENTRANCE TO THE PROJECT AREA WILL BE PROVIDED SEPARATE FROM THE MAIN GATE. THE CONTRACTOR SHALL COORDINATE THIS ENTRANCE TO THE PROJECT AREA WILL BE PROVIDED SEPARATE FROM THE MAIN GATE. THE CONTRACTOR SHALL COORDINATE THIS WITH NMSA.

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AutoCAD SHX Text PLOT DATE: 6/23/2025 1:28 PM 6/23/2025 1:28 PM SAVE DATE: 6/6/2025 11:31 AM 6/6/2025 11:31 AM I:\SPACE PORT\SPA-241-11_HANGAR SITE DESIGN\DWGS\GSPA-002

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PRIME DESIGN PROFESSIONAL:

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SPA241-11

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JOHN T. MONTOYA

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JUNE 2025

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JTM

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JTM

AutoCAD SHX Text NOTICE OF EXTENDED PAYMENT PROVISION: THIS CONTRACT ALLOWS THE OWNER TO MAKE PAYMENT WITHIN 45 DAYS AFTER SUBMISSION OF AN UNDISPUTED REQUEST FOR PAYMENT

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NUMERIC SCALE CONFIRMATION

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DRAWINGS ARE DEPICTED AT INTENDED

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NUMERIC SCALES

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IF THIS BAR EQUALS ONE INCH

AutoCAD SHX Text PLOT DATE: 6/23/2025 1:28 PM 6/23/2025 1:28 PM SAVE DATE: 6/6/2025 11:31 AM 6/6/2025 11:31 AM I:\SPACE PORT\SPA-241-11_HANGAR SITE DESIGN\DWGS\GSPA-002

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PRIME DESIGN PROFESSIONAL:

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SPA241-11

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JOHN T. MONTOYA

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JUNE 2025

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JTM

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JTM

1155 Commerce Drive Suite F

Las Cruces, New Mexico 88011 575 522 0049

MolzenCorbin.com

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AutoCAD SHX Text 70'

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AutoCAD SHX Text 850'

AutoCAD SHX Text 231'

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AutoCAD SHX Text 115'

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AutoCAD SHX Text security camera

AutoCAD SHX Text solar panel for security camera

AutoCAD SHX Text wind sock

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HANGAR PAD

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PARKING LOT

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GRAVEL AREA

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APRON

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TAXIWAY

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FUTURE HANGAR PAD

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EXISTING CONCRETE RUNWAY 16-34

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EXISTING ASPHALT BLAST PAD

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DISCOVERY ROAD

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ACCESS ROADWAY BY OTHERS

AutoCAD SHX Text NOTICE OF EXTENDED PAYMENT PROVISION: THIS CONTRACT ALLOWS THE OWNER TO MAKE PAYMENT WITHIN 45 DAYS AFTER SUBMISSION OF AN UNDISPUTED REQUEST FOR PAYMENT

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NUMERIC SCALE CONFIRMATION

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DRAWINGS ARE DEPICTED AT INTENDED

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NUMERIC SCALES

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IF THIS BAR EQUALS ONE INCH

AutoCAD SHX Text PLOT DATE: 6/23/2025 1:32 PM 6/23/2025 1:32 PM SAVE DATE: 6/6/2025 11:01 AM 6/6/2025 11:01 AM I:\SPACE PORT\SPA-241-11_HANGAR SITE DESIGN\DWGS\GSPA-003

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REV NO

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DESCRIPTION

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PRIME DESIGN PROFESSIONAL:

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SPA241-11

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JOHN T. MONTOYA

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JUNE 2025

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JTM

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JTM

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LEGEND

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CONCRETE APRON

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CONCRETE HANGAR PAD

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ASPHALT PARKING LOT

AutoCAD SHX Text EXISTING CONTOURS EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIBER OPTIC LINE EXISTING WIRE FENCE EXISTING CHANNEL EXISTING MANHOLE CONTROL POINT

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GRAVEL AREA

TAXIWAY

Suite F

Las Cruces, New Mexico 88011 575 522 0049

MolzenCorbin.com

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AutoCAD SHX Text 300.00'

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AutoCAD SHX Text 160.00'

AutoCAD SHX Text 300.00'

AutoCAD SHX Text CONCRETE APRON 300' x 300'

AutoCAD SHX Text CONCRETE HANGAR PAD 160' x 160'

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ASPHALT PARKING LOT

AutoCAD SHX Text 100.00'

AutoCAD SHX Text 230.00'

AutoCAD SHX Text 260.00'

AutoCAD SHX Text GRAVEL AREA 160' x 20'

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RAISE EXISTING MANHOLE TO APRON GRADE

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RELOCATE EXISTING SOLAR PANEL

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RELOCATE EXISTING SECURITY CAMERA

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AutoCAD SHX Text security camera

AutoCAD SHX Text solar panel for security camera

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RE-ROUTE EXISTING HIGH GAME FENCE

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INSTALL NEW HIGH GAME FENCE

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RE-ROUTE EXISTING HIGH GAME FENCE

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INSTALL NEW HIGH GAME FENCE

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FUTURE HANGAR PAD

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AutoCAD SHX Text 18.50'

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4' WIDE SIDEWALK

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MODULAR BUILDINGS

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NEW DRAIN LINE SEE SHEET C-205

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NEW SEWER LINE SEE SHEET C-204

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NEW SEPTIC TANK

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NEW OIL/SAND SEPERATOR

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NEW TRENCH DRAIN SEE SHEET C-205

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NEW WATER LINE SEE SHEET C-201 THRU C-203

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NEW ACCESS ROAD (BY OTHERS)

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NEW WATER LINE SEE SHEET C-201 THRU C-203

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EXISTING FIBER PULLBOX. RAISE TO GRADE

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TAXIWAY

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LIGHT POLES BY OTHERS

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POST INDICATIOR VALVE, SEE DETAIL, SHEET C-506

AutoCAD SHX Text GRAVEL AREA 90' x 17'

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NEW TRENCH DRAIN SEE SHEET C-205

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NEW FOAM CONTAINMENT TANK

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NEW DRAIN LINE SEE SHEET C-206

AutoCAD SHX Text NOTICE OF EXTENDED PAYMENT PROVISION: THIS CONTRACT ALLOWS THE OWNER TO MAKE PAYMENT WITHIN 45 DAYS AFTER SUBMISSION OF AN UNDISPUTED REQUEST FOR PAYMENT

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NUMERIC SCALE CONFIRMATION

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DRAWINGS ARE DEPICTED AT INTENDED

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NUMERIC SCALES

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IF THIS BAR EQUALS ONE INCH

AutoCAD SHX Text PLOT DATE: 6/23/2025 1:34 PM 6/23/2025 1:34 PM SAVE DATE: 6/6/2025 11:13 AM 6/6/2025 11:13 AM I:\SPACE PORT\SPA-241-11_HANGAR SITE DESIGN\DWGS\CSPA-101

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SHEET

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SHEET

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REV NO

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DESCRIPTION

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PRIME DESIGN PROFESSIONAL:

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SPA241-11

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JOHN T. MONTOYA

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JUNE 2025

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JTM

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JTM

AutoCAD SHX Text 1"=30'-0"

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LEGEND

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CONCRETE APRON

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CONCRETE HANGAR PAD

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ASPHALT PARKING LOT

AutoCAD SHX Text EXISTING SEWER LINE EXISTING FIBER OPTIC LINE EXISTING FENCE EXISTING MANHOLE NEW FENCE NEW ROLLING GATE NEW GATE CARD READER/GATE MOTOR GATE CONDUIT RUN NEW LIGHTS NEW HVAC PAD HANGAR FOUNDATIONS, APPROX. LOCATION

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GRAVEL AREA

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KEYED NOTES

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AutoCAD SHX Text ENTRY CARD READER 2" CONDUIT RUN FROM POWER TO GATE SYSTEM ELECTRIC GATE MOTOR GROUNDING ROD WITH CONNECTION POINT SEE DETAIL, 2 TYPICAL. LOCATION TO BE DETERMINED BY OWNER. 4' PEDESTRIAN GATE 20' ROLLING GATE HANGAR SIDE FOOTING FOUNDATION, TYPICAL PER MANUFACTURE. HANGAR GABLE FOOTING FOUNDATION, TYPICAL PER MANUFACTURE.

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GENERAL NOTES

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1. COORDINATE WITH OTHER DRAWING FOR COORDINATE WITH OTHER DRAWING FOR MECHANICAL, PLUMBING AND ELECTRICAL. 2. MOTORIZED GATE SHOULD INCLUDE ALL MOTORIZED GATE SHOULD INCLUDE ALL HARDWARE AND ELECTRONICS, COMPLETE IN PLACE. 3. THE HANGAR LAYOUT WILL VARY BASED THE HANGAR LAYOUT WILL VARY BASED ON THE SELECTED MANUFACTURE. CONTRACTOR SHALL ADJUST FOOTINGS AND LAYOUT ACCORDINGLY. WHAT IS SHOWN IS BASED ON A 156' X 156' FABRIC HANGAR AND THE CONCRETE SLAB IS 160' X 160'. 4. DOORS, ACCESS, AND PENETRATIONS DOORS, ACCESS, AND PENETRATIONS SHALL BE ADJUSTED AS NEEDED. APPROXIMATE DOOR LOCATIONS ARE SHOWN. 5. CONCRETE ON HANGAR SHALL BE SMOOTH CONCRETE ON HANGAR SHALL BE SMOOTH TROWEL FINISH.

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Suite F

Las Cruces, New Mexico 88011 575 522 0049

MolzenCorbin.com

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AutoCAD SHX Text 299.96'

AutoCAD SHX Text 160.00'

AutoCAD SHX Text 300.00'

AutoCAD SHX Text CONCRETE APRON 300' x 300'

AutoCAD SHX Text CONCRETE HANGAR PAD 160' x 160' FF=4588

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ASPHALT PARKING LOT

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AutoCAD SHX Text 230.00'

AutoCAD SHX Text 260.00'

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AutoCAD SHX Text security camera

AutoCAD SHX Text solar panel for security camera

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FUTURE HANGAR PAD (NOT THIS PROJECT)

AutoCAD SHX Text GRAVEL AREA 160' x 20'

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4:1 TYPICAL CATCH SLOPE

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2% GRADED AREA FOR MODULARS

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NEW ACCESS ROAD (BY OTHERS)

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TAXIWAY

AutoCAD SHX Text GRAVEL AREA 67' x 17'

AutoCAD SHX Text GRAVEL AREA 89' x 17'

AutoCAD SHX Text 50.00'

AutoCAD SHX Text 20.00'

AutoCAD SHX Text NOTICE OF EXTENDED PAYMENT PROVISION: THIS CONTRACT ALLOWS THE OWNER TO MAKE PAYMENT WITHIN 45 DAYS AFTER SUBMISSION OF AN UNDISPUTED REQUEST FOR PAYMENT

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NUMERIC SCALE CONFIRMATION

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DRAWINGS ARE DEPICTED AT INTENDED

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NUMERIC SCALES

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IF THIS BAR EQUALS ONE INCH

AutoCAD SHX Text PLOT DATE: 6/23/2025 1:36 PM 6/23/2025 1:36 PM SAVE DATE: 6/6/2025 11:22 AM 6/6/2025 11:22 AM I:\SPACE PORT\SPA-241-11_HANGAR SITE DESIGN\DWGS\CSPA-102

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SHEET

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DESCRIPTION

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C COPYRIGHT

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REV NO

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DESCRIPTION

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PRIME DESIGN PROFESSIONAL:

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SPA241-11

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JOHN T. MONTOYA

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JUNE 2025

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JTM

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JTM

AutoCAD SHX Text 1"=30'-0"

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AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text N

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LEGEND

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CONCRETE APRON

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CONCRETE HANGAR PAD

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ASPHALT PARKING LOT

AutoCAD SHX Text EXISTING FENCE EXISTING SEWER LINE EXISTING FIBER OPTIC LINE EXISTING CONTOURS PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED SPOT ELEVATION NEW FENCE NEW HVAC PAD

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GRAVEL AREA

Suite F

Las Cruces, New Mexico 88011 575 522 0049

MolzenCorbin.com

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HANGAR

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GRAVEL AREA

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ASPHALT PARKING LOT

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12" PVC PIPE

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2" WATER SERVICE TO BUILDINGS

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POST INDICATOR VALVE SEE DETAIL, SHEET C-506

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4' SEWER LINE SEE SHEET C-204

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12" PVC PIPE

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12" PVC PIPE 4' MIN. COVER

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NEW ACCESS ROAD BY OTHERS

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4' SIDEWALK

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GRAVEL AREA

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EXISTING SURFACE

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4' MIN. COVER

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12" PVC PIPE

AutoCAD SHX Text NOTICE OF EXTENDED PAYMENT PROVISION: THIS CONTRACT ALLOWS THE OWNER TO MAKE PAYMENT WITHIN 45 DAYS AFTER SUBMISSION OF AN UNDISPUTED REQUEST FOR PAYMENT

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NUMERIC SCALE CONFIRMATION

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DRAWINGS ARE DEPICTED AT INTENDED

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NUMERIC SCALES

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IF THIS BAR EQUALS ONE INCH

AutoCAD SHX Text PLOT DATE: 6/23/2025 1:38 PM 6/23/2025 1:38 PM SAVE DATE: 6/6/2025 11:31 AM 6/6/2025 11:31 AM I:\SPACE PORT\SPA-241-11_HANGAR SITE DESIGN\DWGS\CSPA-201_203

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SHEET

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DESCRIPTION

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C COPYRIGHT

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REV NO

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REV DATE

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DESCRIPTION

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PRIME DESIGN PROFESSIONAL:

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SPA241-11

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JOHN T. MONTOYA

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JUNE 2025

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JTM

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JTM

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MATCHLINE STA. 15+00

AutoCAD SHX Text 1"=20'-0"

AutoCAD SHX Text 40'

AutoCAD SHX Text 5'

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AutoCAD SHX Text 2'

AutoCAD SHX Text 20'

AutoCAD SHX Text 10'

AutoCAD SHX Text CAUTION: NOTE THAT ALL EXISTING UTILITIES MAY NOT BE NOTE THAT ALL EXISTING UTILITIES MAY NOT BE NOTE THAT ALL EXISTING UTILITIES MAY NOT BE SHOWN HEREON AND THAT ANY EXISTING UTILITIES THAT ARE SHOWN ARE IN "APPROXIMATE LOCATION ONLY". IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL THE UTILITY OWNERS AND TO CONDUCT ALL NECESSARY FIELD INVESTIGATIONS PRIOR TO ANY EXCAVATION TO DETERMINE THE ACTUAL LOCATIONS OF UTILITIES AND OTHER IMPROVEMENTS.

Suite F

Las Cruces, New Mexico 88011 575 522 0049

MolzenCorbin.com

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DISCOVERY ROAD

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6" PVC PIPE 4' MIN. COVER

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12" PVC PIPE 4' MIN. COVER

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EXISTING SURFACE

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4' MIN. COVER

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STA. 17+75.00

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1-12" GATE VALVE

AutoCAD SHX Text NOTICE OF EXTENDED PAYMENT PROVISION: THIS CONTRACT ALLOWS THE OWNER TO MAKE PAYMENT WITHIN 45 DAYS AFTER SUBMISSION OF AN UNDISPUTED REQUEST FOR PAYMENT

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NUMERIC SCALE CONFIRMATION

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DRAWINGS ARE DEPICTED AT INTENDED

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NUMERIC SCALES

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IF THIS BAR EQUALS ONE INCH

AutoCAD SHX Text PLOT DATE: 6/23/2025 1:38 PM 6/23/2025 1:38 PM SAVE DATE: 6/6/2025 11:31 AM 6/6/2025 11:31 AM I:\SPACE PORT\SPA-241-11_HANGAR SITE DESIGN\DWGS\CSPA-201_203

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SHEET

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DRAWN BY:

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CHECKED BY:

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C COPYRIGHT

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REV NO

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DESCRIPTION

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PRIME DESIGN PROFESSIONAL:

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SHEET

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PROJECT NUMBER:

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DRAWN BY:

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CHECKED BY:

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PROJECT DATE:

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C COPYRIGHT

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REV NO

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REV DATE

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DESCRIPTION

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PRIME DESIGN PROFESSIONAL:

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SPA241-11

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JOHN T. MONTOYA

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JUNE 2025

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JTM

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JTM

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MATCHLINE STA. 15+00

AutoCAD SHX Text 1"=20'-0"

AutoCAD SHX Text 40'

AutoCAD SHX Text 5'

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AutoCAD SHX Text 2'

AutoCAD SHX Text 20'

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AutoCAD SHX Text N

MATCHLINE STA. 20+20

Suite F

Las Cruces, New Mexico 88011 575 522 0049

MolzenCorbin.com

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6" PVC PIPE 4' MIN. COVER

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6" PVC

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6" PVC

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6" PVC

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6" PVC

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DISCOVERY ROAD

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6" PVC PIPE

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EXISTING SURFACE

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6" PVC PIPE

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4' MIN. COVER

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STA. 22+00

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1-6" GATE VALVE

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STA. 21+80

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1-2" AIR/VAC VALVE

AutoCAD SHX Text NOTICE OF EXTENDED PAYMENT PROVISION: THIS CONTRACT ALLOWS THE OWNER TO MAKE PAYMENT WITHIN 45 DAYS AFTER SUBMISSION OF AN UNDISPUTED REQUEST FOR PAYMENT

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NUMERIC SCALE CONFIRMATION

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DRAWINGS ARE DEPICTED AT INTENDED

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NUMERIC SCALES

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IF THIS BAR EQUALS ONE INCH

AutoCAD SHX Text PLOT DATE: 6/23/2025 1:38 PM 6/23/2025 1:38 PM SAVE DATE: 6/6/2025 11:31 AM 6/6/2025 11:31 AM I:\SPACE PORT\SPA-241-11_HANGAR SITE DESIGN\DWGS\CSPA-201_203

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SHEET

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DRAWN BY:

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REV NO

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DESCRIPTION

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PRIME DESIGN PROFESSIONAL:

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SHEET

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DRAWN BY:

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CHECKED BY:

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C COPYRIGHT

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REV NO

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REV DATE

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DESCRIPTION

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PRIME DESIGN PROFESSIONAL:

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SPA241-11

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JOHN T. MONTOYA

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JUNE 2025

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JTM

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JTM

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MATCHLINE STA. 20+20

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Suite F

Las Cruces, New Mexico 88011 575 522 0049

MolzenCorbin.com

R E

B I

B R

A N

G A

R /P

A Y

D F

A C

S . H

A N

G A

R T

A X

A C

R T

A U

S C

R U

, N .M

. 8

C-204

- S

. 0 +0

. 2 +8

9 40

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AutoCAD SHX Text security camera

AutoCAD SHX Text solar panel for security camera

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HANGAR

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PARKING LOT

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APRON

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STA. 1+40 1500 GAL HDPE SEPTIC TANK

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DRAIN LINE SEE SHEET C-205

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DOUBLE CLEANOUTS

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MODULAR BUILDINGS

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DRAIN & FOAM CONTAINMENT LINE SEE SHEET C-205

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DRAIN LINE SEE SHEET C-206

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PROPOSED SURFACE

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EXISTING SURFACE

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STA. 1+40, 1500 GAL HDPE SEPTIC TANK

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12" HDPE DRAIN LINE INV=4582.12

AutoCAD SHX Text NOTICE OF EXTENDED PAYMENT PROVISION: THIS CONTRACT ALLOWS THE OWNER TO MAKE PAYMENT WITHIN 45 DAYS AFTER SUBMISSION OF AN UNDISPUTED REQUEST FOR PAYMENT

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NUMERIC SCALE CONFIRMATION

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DRAWINGS ARE DEPICTED AT INTENDED

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NUMERIC SCALES

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IF THIS BAR EQUALS ONE INCH

AutoCAD SHX Text PLOT DATE: 6/23/2025 1:40 PM 6/23/2025 1:40 PM SAVE DATE: 6/6/2025 11:39 AM 6/6/2025 11:39 AM I:\SPACE PORT\SPA-241-11_HANGAR SITE DESIGN\DWGS\CSPA-204

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SHEET

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DRAWN BY:

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CHECKED BY:

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PROJECT DATE:

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C COPYRIGHT

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REV NO

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REV DATE

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DESCRIPTION

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PRIME DESIGN PROFESSIONAL:

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SHEET

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PROJECT NUMBER:

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DRAWN BY:

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CHECKED BY:

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PROJECT DATE:

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C COPYRIGHT

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REV NO

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REV DATE

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DESCRIPTION

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PRIME DESIGN PROFESSIONAL:

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SPA241-11

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JOHN T. MONTOYA

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JUNE 2025

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JTM

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JTM

AutoCAD SHX Text 1"=20'-0"

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GENERAL NOTES

1. CONTRACTOR TO PROVIDE 4-4" CONTRACTOR TO PROVIDE 4-4" CONNECTIONS TO SANITARY SEWER FOR MODULAR BUILDINGS. CONNECTION SHALL INCLUDE FITTINGS AND PIPE TO THE 4" AFG. LOCATION SHALL BE COORDINATED WITH NMSA. 2. CLEAN-OUTS SHALL BE PLACED PER CODE CLEAN-OUTS SHALL BE PLACED PER CODE AT THE PROPER DISTANCE.

1155 Commerce Drive Suite F

Las Cruces, New Mexico 88011 575 522 0049

MolzenCorbin.com

R E

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B R

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R /P

A Y

D F

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S . H

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A C

R T

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, N .M

. 8

C-205

D R

O A

M C

O N

Y O

U T

10 40

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HANGAR

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APRON

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FUTURE HANGAR

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PARKING LOT ENTRANCE

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GRAVEL AREA

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FOAM CONTAINMENT TANK

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6" CLEANOUT. USE 45° BENDS,BRASS ACCESS CAP

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EXISTING SURFACE

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PROPOSED SURFACE

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STA. 2+28.00

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INV. IN=4576.83 INV. OUT=4576.72

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OIL/SAND SEPERATOR

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END SLOTTED DRAIN BEFORE HANGAR FOOTING AND INCLUDE FITTINGS TO BELOW FOOTING

AutoCAD SHX Text NOTICE OF EXTENDED PAYMENT PROVISION: THIS CONTRACT ALLOWS THE OWNER TO MAKE PAYMENT WITHIN 45 DAYS AFTER SUBMISSION OF AN UNDISPUTED REQUEST FOR PAYMENT

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NUMERIC SCALE CONFIRMATION

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DRAWINGS ARE DEPICTED AT INTENDED

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NUMERIC SCALES

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IF THIS BAR EQUALS ONE INCH

AutoCAD SHX Text PLOT DATE: 6/23/2025 1:41 PM 6/23/2025 1:41 PM SAVE DATE: 6/6/2025 12:14 PM 6/6/2025 12:14 PM I:\SPACE PORT\SPA-241-11_HANGAR SITE DESIGN\DWGS\CSPA-205

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SHEET

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DRAWN BY:

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CHECKED BY:

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C COPYRIGHT

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REV NO

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DESCRIPTION

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PRIME DESIGN PROFESSIONAL:

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SHEET

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PROJECT NUMBER:

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DRAWN BY:

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CHECKED BY:

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PROJECT DATE:

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C COPYRIGHT

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REV NO

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REV DATE

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DESCRIPTION

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PRIME DESIGN PROFESSIONAL:

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SPA241-11

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JOHN T. MONTOYA

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JUNE 2025

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JTM

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JTM

AutoCAD SHX Text 1"=20'-0"

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AutoCAD SHX Text CAUTION: NOTE THAT ALL EXISTING UTILITIES MAY NOT BE SHOWN HEREON NOTE THAT ALL EXISTING UTILITIES MAY NOT BE SHOWN HEREON NOTE THAT ALL EXISTING UTILITIES MAY NOT BE SHOWN HEREON AND THAT ANY EXISTING UTILITIES THAT ARE SHOWN ARE IN "APPROXIMATE LOCATION ONLY". IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL THE UTILITY OWNERS AND TO CONDUCT ALL NECESSARY FIELD INVESTIGATIONS PRIOR TO ANY EXCAVATION TO DETERMINE THE ACTUAL LOCATIONS OF UTILITIES AND OTHER IMPROVEMENTS.

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SAND & OIL SEPERATOR

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GENERAL NOTES

1. SEE STORM DRAIN DETAIL SEE STORM DRAIN DETAIL SHEETS C-507 THRU C-509 2. VENT TO SURFACE, BOTH THE VENT TO SURFACE, BOTH THE SAND/OIL SEPARATOR AND THE FOAM CONTAINMENT TANK. 3. DIVERTER VALVE STATION DIVERTER VALVE STATION CONTROL PANEL, SHALL BE CONNECTED TO THE FIRE ALARM SYSTEM. POWER TO COME FROM HANGAR POWER PANEL, COORDINATE WITH ELECTRICAL CONTRACTOR.

1155 Commerce Drive Suite F

Las Cruces, New Mexico 88011 575 522 0049

MolzenCorbin.com

R E

B I

B R

A N

G A

R /P

A Y

D F

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S . H

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A X

A C

R T

A U

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, N .M

. 8

C-206

D R

L A

Y O

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11 40

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HANGAR

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APRON

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FUTURE HANGAR

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PARKING LOT ENTRANCE

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GRAVEL AREA

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FOAM CONTAINMENT TANK

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EXISTING SURFACE

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PROPOSED SURFACE

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12" CAP

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4" PVC SEWER LINE INV=4577.9

AutoCAD SHX Text NOTICE OF EXTENDED PAYMENT PROVISION: THIS CONTRACT ALLOWS THE OWNER TO MAKE PAYMENT WITHIN 45 DAYS AFTER SUBMISSION OF AN UNDISPUTED REQUEST FOR PAYMENT

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NUMERIC SCALE CONFIRMATION

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DRAWINGS ARE DEPICTED AT INTENDED

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NUMERIC SCALES

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IF THIS BAR EQUALS ONE INCH

AutoCAD SHX Text PLOT DATE: 6/23/2025 1:42 PM 6/23/2025 1:42 PM SAVE DATE: 6/6/2025 12:06 PM 6/6/2025 12:06 PM I:\SPACE PORT\SPA-241-11_HANGAR SITE DESIGN\DWGS\CSPA-206

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SHEET

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DRAWN BY:

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CHECKED BY:

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PROJECT DATE:

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C COPYRIGHT

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REV NO

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DESCRIPTION

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PRIME DESIGN PROFESSIONAL:

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SHEET

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PROJECT NUMBER:

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DRAWN BY:

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CHECKED BY:

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PROJECT DATE:

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C COPYRIGHT

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REV NO

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REV DATE

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DESCRIPTION

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PRIME DESIGN PROFESSIONAL:

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SPA241-11

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JOHN T. MONTOYA

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JUNE 2025

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JTM

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JTM

AutoCAD SHX Text 1"=20'-0"

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AutoCAD SHX Text N

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SAND & OIL SEPERATOR

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GENERAL NOTES

Suite F

Las Cruces, New Mexico 88011 575 522 0049

MolzenCorbin.com

R E

B I

B R

A N

G A

R /P

A Y

D F

A C

S . H

A N

G A

R T

A X

A C

R T

A U

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, N .M

. 8

C-207

. 1 0+

O S

. 2

12 40

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CONCRETE APRON SEE SHEET C-101

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RELOCATE EXISTING WIND SOCK

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TAXIWAY

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EXISTING RUNWAY

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EXISTING BLAST PAD

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10' X 14' X 6" RIP-RAP AREA

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10' X 14' X 6" RIP-RAP AREA

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EXISTING SURFACE

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PROPOSED TAXIWAY SURFACE

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TIE TO EXISTING RUNWAY MATCH ELEVATION

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TIE TO NEW CONCRETE APRON MATCH ELEVATION

AutoCAD SHX Text NOTICE OF EXTENDED PAYMENT PROVISION: THIS CONTRACT ALLOWS THE OWNER TO MAKE PAYMENT WITHIN 45 DAYS AFTER SUBMISSION OF AN UNDISPUTED REQUEST FOR PAYMENT

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NUMERIC SCALE CONFIRMATION

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DRAWINGS ARE DEPICTED AT INTENDED

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NUMERIC SCALES

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IF THIS BAR EQUALS ONE INCH

AutoCAD SHX Text PLOT DATE: 6/23/2025 1:46 PM 6/23/2025 1:46 PM SAVE DATE: 6/6/2025 12:13 PM 6/6/2025 12:13 PM I:\SPACE PORT\SPA-241-11_HANGAR SITE DESIGN\DWGS\CSPA-207

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SHEET

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PROJECT NUMBER:

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DRAWN BY:

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File details come from the government source that posted it. Updated Jul 22, 2025.