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HomeMy WebLinkAbout018 - PHASE 1A-SP1 PHAING PLANSD SDSDSDSDSDSDSDSDSD SDSDSDSDSDSD N GRAPHIC SCALE 1 inch = ft. 0 ( IN FEET ) 60120 120 120 11"X17": 1"= 240 ft HEADWATERS PROJECT NUMBER DRAWING NUMBER DRAWN BY: DATE: 2026 VERIFY SCALE THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLYPlot Date: 7/2/2026 1:05 PM H:\2128\002\ACAD\SHEETS\PHASING\PHASE 1A.dwg © HEADWATERS ENGINEERING, INC. REVISION DATE: 1105 REEVES RD WEST, SUITE 6, BOZEMAN, MT 59718 HEADWATERSMT.NET 406-581-5730 PROJECT LOCATION MONTANA BOZEMAN 07/01/26 04/22/26 DJH PHASE 1A DIAMOND 8 2128.002 PH-1A HARVEST PARKWAY OAK STREET - EXISTING HALF BAXTER LANE - EXISTING LAUREL PARKWAYFUTURE TOUCHSTONE DRIVE PHASE 1A - INCLUDED ITEMS 1. CONSTRUCT CONSTRUCTION ACCESS ROAD ALONG LAUREL PARKWAY FROM OAK STREET TO HARVEST PARKWAY TO A GRAVEL STANDARD. 2. CONSTRUCT CONSTRUCTION ACCESS ROAD ALONG HARVEST PARKWAY FROM LAUREL PARKWAY TO THE WEST END OF THE PARKING LOT TO A GRAVEL STANDARD. 3. SITE GRADING, SUBBASE & DRAINAGE FROM HARVEST PARKWAY TO BAXTER LANE. 4. CONSTRUCT GRAVEL STAGING AREAS IN LOCATION OF FUTURE PARKING LOTS. 5. INSTALLATION OF SITE STORM PONDS, FIELD DRAINS & INFRASTRUCTURE 6. DEDICATE EASEMENTS FOR MAIN ROADWAYS AND PUBLIC UTILITY EASEMENTS. 7. INSTALL WELL FOR TEMPORARY IRRIGATION. 8. PREP FOR BUILDING FOUNDATIONS. 9. NO WETLANDS OR WASTEWATER IMPACTS PROPOSED. NO WORK PLANNED ON OAK STREET, BAXTER LANE, AND TOUCHSTONE DRIVE. GRAVEL STAGING AREA IN LOCATION OF FUTURE PARKING SITE GRADING,SUBBASE & DRAINAGEOF SITE EXISTING 45' PUBLIC STREET & UTILITY EASEMENT PER DOC#2649280 PROPOSED 70' PUBLIC STREET & UTILITY EASEMENT PROPOSED 45' PUBLIC STREET &UTILITY EASEMENT CONSTRUCT GRAVEL CONSTRUCTION ACCESS GRAVEL STAGINGAREA IN LOCATION OFFUTURE PARKING PROPOSED 62.5' PUBLIC STREET & UTILITY EASEMENT PROPOSED 50' PUBLIC STREET &UTILITY EASEMENT INSTALL WELL FOR TEMPORARYIRRIGATION FIELD 8 FIELD 7 FIELD 6 FIELD 5 FIELD 4 FIELD 3FIELD 2FIELD 1 INCLUDE SUB BASE, BASE, DRAINAGE IMPROVEMENTS, AND FOUNDATIONS, TYP. PREP FOR FOOTINGS &FOUNDATIONS PREP FOR FOOTINGS & FOUNDATIONS PREP FOR FOOTINGS & FOUNDATIONS EXISTING 60' COUNTYROAD EASEMENT R - DR - CPROPOSED 10' PUE PROPOSED10' PUEPROPOSED10' PUE DELINEATEDWETLANDS DELINEATEDWETLANDS DELINEATED WETLANDS CONSTRUCT STORMPONDS CONSTRUCT STORMSWALEINSTALL STORM PIPE &FIELD DRAINSGRAVEL SECTION FORCENTER ACCESS AISLE INSTALL STORM PIPESAND DRAINS TEMPORARY CONSTRUCTION ACCESS DETAIL 18" OF 6" MINUS PITRUN 26.0'EDGE R.O.W.FUTURE 10' SHARED PATH PITRUN TO BE REMOVED & UTILIZED TO CONSTRUCT ADJACENT ROADWAY TEMP STORM POND TOP: 4725.00 BOTTOM: 4724.00 VOLUME: 712 CF