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HomeMy WebLinkAbout010 C-503 CONSTRUCTION DETAILSSHEET NUMBER:REVISION:C-503 DESCRIPTIONREV.DATEBY Copyright © 2026 ATC IP LLC, All Rights Reserved.326 TRYON ROADRALEIGH, NC 27603-3530OFFICE: (919) 661-6351www.tepgroup.net TEP IS A FAMILY OF COMPANIES LICENSED TO PROVIDE DIFFERENT SERVICES INDIFFERENT JURISDICTIONS. DEPENDING ON THE JURISDICTION, PROFESSIONALENGINEERING AND LAND SURVEYING SERVICES ARE PROVIDED BY TEP OPCOLLC, A DELAWARE LIMITED LIABILITY COMPANY, TEP ENGINEERING, LLC, A NORTHCAROLINA PROFESSIONAL LIMITED LIABILITY COMPANY, OR M&H ENGINEERING,LLC, A NEW YORK PROFESSIONAL LIMITED LIABILITY COMPANY. GENERALCONTRACTOR SERVICES ARE PROVIDED BY TEP OPCO LLC, A DELAWARELIMITED LIABILITY COMPANY. WE ACQUIRE THE REQUISITE LICENSES IN EACHSTATE. ADDITIONAL INFORMATION CAN BE OBTAINED FROM THE COMPANY. 419657 ATC SITE NUMBER: SITE ADDRESS: T-MOBILE SITE NAME: BRIDGER VIEW MT BRIDGER RD_ATC (419657) ATC SITE NAME: 705 BRIDGER DR BOZEMAN, MT 59715 BRIDGER RD_ATC (419657) 15314363 MT05232A 02/18/26DATE DRAWN: ATC JOB NO: CUSTOMER ID: CUSTOMER NAME: SEAL: 100% CONSTRUCTION0 07/25/25SRZ 02/18/26 100% CONSTRUCTION1 09/24/25SRZ 100% CONSTRUCTION2 02/18/26RMJ A PRELIMINARY PRB 06/10/25 2 CONSTRUCTION DETAILS3"#4 @ 12" O. C. EACHWAY. SEE NOTE 20. 3/4" CHAMFER 12'-0"3"3"10'-0"1 REINFORCED PAD LAYOUT SCALE: N.T.S. 2 FOUNDATION SECTION VIEW SCALE: N.T.S. FOUNDATION NOTES: 1. FOUNDATION BASED ON 2,000 PSF SOIL BEARING CAPACITY. 2. CONCRETE SHALL BE MIN. 4,500 PSI AFTER 28 DAYS. 3. REINFORCING STEEL Fy = 60,000 PSI. 4. ALL BACKFILL SHALL BE THOROUGHLY COMPACTED TO A MINIMUM OF 90% DENSITY USING THE MODIFIED PROCTOR METHOD. 5. SURFACE OF FINISHED SLAB SHALL BE LEVEL AND FLAT WITHIN 1/4". 6. CONTRACTOR SHALL VERIFY MANUFACTURER ACTUAL DIMENSIONS OF CABINET PRIOR TO LAYING OUT FOUNDATION. 7. MAXIMUM SIZE OF CONCRETE AGGREGATE SHALL NOT EXCEED 1 INCH; SIZE SUITABLE FOR INSTALLATION METHOD UTILIZED; OR ONE-THIRD CLEAR DISTANCE BEHIND OR BETWEEN REINFORCING. 8. REINFORCEMENT SHALL BE DEFORMED AND CONFORM TO THE REQUIREMENTS OF ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED. 9. WELDING IS PROHIBITED ON REINFORCING STEEL AND EMBEDMENTS. 10. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE 3 INCHES UNLESS OTHERWISE NOTED. 11. CONCRETE COVER FROM TOP OF FOUNDATION TO ENDS OF VERTICAL REINFORCEMENT SHALL BE 3 INCHES MINIMUM. 12. FOUNDATION DESIGN ASSUMES FIELD INSPECTIONS WILL BE PERFORMED TO VERIFY THAT CONSTRUCTION MATERIALS, INSTALLATION METHODS, AND ASSUMED DESIGN PARAMETERS ARE ACCEPTABLE BASED ON CONDITIONS EXISTING AT THE SITE. 13. FOUNDATION DESIGN ASSUMED CONTINUOUS CONCRETE PLACEMENT WITHOUT CONSTRUCTION JOINTS. 14. WELDED WIRE FABRIC SHALL BE SUPPLIED IN FLAT SHEETS, (NOT ROLLED). 15. TEST CYLINDERS SHALL BE MOLDED AND LABORATORY CURED IN ACCORDANCE WITH ASTM C31. THREE CYLINDERS SHALL BE TAKEN FOR EACHDAYS CONCRETE PLACEMENT. CYLINDERS SHALL BE TESTED IN ACCORDANCE WITH ASTM C39. 16. 1ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI 318-19. REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITHTHE CONCRETE REINFORCING STEEL INSTITUTE (CRSI) "MANUAL OF STANDARD PRACTICE". 17. FROST DEPTH FOR GALLATIN COUNTY IS 36 INCHES. 18. PADS SHALL BE PRE-CAST MATCHING THIS DESIGN WHERE ALLOWED BY LOCAL JURISDICTION. 19. REFER TO CONCRETE & REINFORCED STEEL NOTES ON SHEET G-002 & ATC SPEC 033000 FOR CAST-IN-PLACE PADS. 20. THE FOLLOWING ARE ACCEPTABLE SUBSTITUTIONS FOR THE STEEL REINFORCEMENT: - (2) LAYERS OF 6x6 - W5 WWF OR - (1) LAYER OF 6X6 -W9 WWF 12"3" MIN3" MIN 18" MAX3'-0"TURNDOWN8"4"(3" MIN)4"(3" MIN)ABOVEGRADE2"FINISH GRADE 34" CHAMFER LAYER OF GEOTEXTILE FABRIC(MIRAFI 500 OR EQUIVALENT) 8" THICK SLAB WITH CONCRETE FINISH(LIGHT BROOM FINISH) PROPOSED FREE DRAININGGRANULAR BACKFILL UNDERSLAB TO A DEPTH OF 6" (CLEANFILL TO BE USED). #4 @ 12" O. C. EACHWAY. SEE NOTE 20. CONSOLIDATED/ UNDISTURBEDSUBGRADE PAIR OF #4 HORIZONTAL REBARFOR EVERY 18" OF DEPTH. #4 STIRRUP EVERY 18" ALONGPERIMETER EXISTING COMPOUND FILL PAIR OF #6 HORIZONTAL REBARAT THE BOTTOM 6/26/2026 26265 705 Bridger Dr CONR