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Home My WebLink AboutLINCOLN CORRIDOR HOTEL - PDP - PDP170026 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSREVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES COVER SHEET R FORT COLLINS, CO 2017 07-14-2017 017-0150 LINCOLN HOTEL MM C_TTL_0170150.dwg MM CH C1.0 PRELIMINARY DESIGN PLANS CH VICINITY MAP SCALE 1"=500' UTILITY PLANS FOR LINCOLN HOTEL LOT 1, BALDWIN MINOR SUBDIVISION LOCATED IN THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP 7 LEGEND EXISTING PROPOSED PROPERTY LINE FLOWLINE BACK OF CURB EASEMENT SETBACK LINE MAJOR CONTOURS MINOR CONTOURS STORM SEWER SPOT ELEVATION FLOW ARROW FINISH FLOOR ELEVATION HIGH POINT LOW POINT GRADE BREAK FFE HP LP INVERTED CROWN SIDEWALK SW FLOWLINE FL STORM MANHOLE GRATE INLET WATER LINE SANITARY SEWER MATCH EXISTING GRADE MEG BOTTOM OF WALL BOW TOP OF POND TOP BENCHMARK BASIS OF BEARING REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. LEGEND EXISTING PROPOSED PROPERTY LINE FLOWLINE BACK OF CURB EASEMENT SETBACK LINE MAJOR CONTOURS MINOR CONTOURS STORM SEWER SPOT ELEVATION FLOW ARROW FINISH FLOOR ELEVATION HIGH POINT LOW POINT GRADE BREAK FFE HP LP INVERTED CROWN SIDEWALK SW FLOWLINE FL STORM MANHOLE GRATE INLET WATER LINE SANITARY SEWER MATCH EXISTING GRADE MEG BOTTOM OF WALL BOW TOP OF WALL TOW BOTTOM OF POND BOP BENCHMARK BASIS OF BEARING REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY LEGEND EXISTING PROPOSED PROPERTY LINE FLOWLINE BACK OF CURB EASEMENT SETBACK LINE STORM SEWER WATER LINE SANITARY SEWER WATER METER GAS LINE UNDERGROUND ELECTRIC STORM MANHOLE GRATE INLET WATER VALVE SANITARY CLEANOUT BENCHMARK BASIS OF BEARING REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET TEL 970.461.7733 www.olssonassociates.com 5285 McWhinney Boulevard, Suite 160 Loveland, CO 80538 OLSSON ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL OR VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS HOWEVER THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES PRELIMINARY UTILITY PLAN R FORT COLLINS, CO 2017 07-14-2017 017-0150 LINCOLN HOTEL MM C_UTL_0170150.dwg MM CH C8.0 PRELIMINARY DESIGN PLANS CH NOTES CONSTRUCTION ACTIVITIES. NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES PRELIMINARY POND GRADING R FORT COLLINS, CO 2017 07-14-2017 017-0150 LINCOLN HOTEL MM C_PONDGRD_0170150.dwg MM CH C6.1 PRELIMINARY DESIGN PLANS CH NOTES SECTION A-A TRAIL TYPICAL SECTION NTS SECTION NOTES NOTE THIS DOCUMENT HAS BEEN RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION. CALL 811 SEVENTY-TWO HOURS PRIOR TO DIGGING, GRADING OR EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES PRELIMINARY GRADING AND DRAINAGE PLAN R FORT COLLINS, CO 2017 07-14-2017 017-0150 LINCOLN HOTEL MM C_GRD_0170150.dwg MM CH C6.0 PRELIMINARY DESIGN PLANS CH NOTES NORTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO PROJECT TEAM CONTACTS ARCHITECT PBA STUDIO 1575 GILPIN STREET DENVER, CO 80218 CONTACT: EDWIN MOCKE PHONE: (720) 376-6853 CIVIL ENGINEER OLSSON ASSOCIATES 1880 FALL RIVER DRIVE, SUITE 200 LOVELAND, CO 80538 CONTACT: MIKE MAURER PHONE: (970) 461-7733 SURVEYOR OLSSON ASSOCIATES 4690 TABLE MOUNTAIN DRIVE, SUITE 200 GOLDEN, CO 80403 CONTACT: JUSTIN SCHEITLER PHONE: (303) 237-2072 OLSSON ASSOCIATES GENERAL NOTES: LANDSCAPE ARCHITECT RUSSELL + MILLS STUDIOS 141 SOUTH COLLEGE AVE, SUITE 104 FORT COLLINS, CO 80524 CONTACT: SHELLEY LA MASTRA PHONE: (970) 484-8855 BEARINGS ARE BASED ON THE NORTH LINE OF THE SOUTHWEST PORTION OF SUBJECT PROPERTY BEING MONUMENTED AT THE WEST END BY A FOUND NUMBER 4 REBAR WITH AN ILLEGIBLE YELLOW PLASTIC CAP, FROM WHICH THE EAST END OF SAID LINE BEARS S89°57'00"E, A DISTANCE OF 170.00 FEET, BEING MONUMENTED BY A FOUND BENT NUMBER 4 REBAR. SITE BENCHMARK: A CHISELED "X" (POINT #100) SET AT THE NORTH EDGE OF WALK LOCATED NEAR THE NORTHEASTERLY CORNER OF PROJECT ALONGSIDE AND SOUTH OF EAST LINCOLN AVENUE EL=4950.07' (NAVD88) PROPOSED SITE BASIS OF BEARING BENCHMARKS SITE MAP SCALE 1"=100' Sheet List Table “ ” “ ” CITY OF FORT COLLINS GENERAL NOTES E LINCOLN AVE. E LINCOLN AVE. FLOODPLAIN NOTE: RIVERSIDE AVE. CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: WATER AND WASTEWATER UTILITY DATE