The URL can be used to link to this page

Home My WebLink AboutSPIRIT AT THE RIVER (FORMERLY LINCOLN CORRIDOR HOTEL) - FDP180015 - SUBMITTAL DOCUMENTS - ROUND 3 - REDLINED PLANS AND REPORTSREVISIONS 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 2018 07-25-2018 017-0150 SPIRIT AT THE RIVER HOTEL MM C_TTL_70150.dwg MG MG C1.0 CONSTRUCTION DOCUMENTS MG VICINITY MAP SCALE 1"=500' CONSTRUCTION DOCUMENTS FOR SPIRIT AT THE RIVER HOTEL LOT 1&2, SPIRIT AT THE RIVER SUBDIVISION LOCATED IN THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP 7 E LINCOLN AVE LEGEND EXISTING PROPOSED PROPERTY LINE FLOWLINE BACK OF CURB STORM SEWER CONCRETE WASHOUT AREA SEED & MULCH / LANDSCAPING SILT FENCE STOCKPILE STABILIZED STAGING AREA VEHICLE TRACKING CONTROL LIMITS OF DISTURBANCE STORM WATER FLOW DIRECTION INLET PROTECTION MAJOR CONTOUR MINOR CONTOUR STORM MANHOLE GRATE INLET WATER LINE SANITARY SEWER ROCK CHECKDAM SEDIMENT BASIN WATTLES BASIS OF BEARING BENCHMARKS 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 E LINCOLN AVE LEGEND EXISTING PROPOSED PROPERTY LINE FLOWLINE BACK OF CURB STORM SEWER CONCRETE WASHOUT AREA SEED & MULCH / LANDSCAPING SILT FENCE STOCKPILE STABILIZED STAGING AREA VEHICLE TRACKING CONTROL LIMITS OF DISTURBANCE STORM WATER FLOW DIRECTION INLET PROTECTION MAJOR CONTOUR MINOR CONTOUR STORM MANHOLE GRATE INLET WATER LINE SANITARY SEWER ROCK CHECKDAM SEDIMENT BASIN WATTLES BASIS OF BEARING BENCHMARKS 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 STRM-100 4930 4935 4940 4945 4950 4955 4960 4930 4935 4940 4945 4950 4955 4960 100+00 101+00 102+00 103+00 104+00 105+00 STRM-200 4930 4935 4940 4945 4950 4955 4960 4930 4935 4940 4945 4950 4955 4960 200+00 201+00 202+00 202+50 STRM-310 4930 4935 4940 4945 4950 4955 4960 4930 4935 4940 4945 4950 4955 4960 310+00 311+00 311+50 REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET STRM-400 4930 4935 4940 4945 4950 4955 4960 4930 4935 4940 4945 4950 4955 4960 400+00 401+00 402+00 403+00 404+00 405+00 406+00 407+00 407+50 STRM-410 4930 4935 4940 4945 4950 4955 4960 4930 4935 4940 4945 4950 4955 4960 410+25 411+00 411+50 STRM-420 4930 4935 4940 4945 4950 4955 4960 4930 4935 4940 4945 4950 4955 4960 420+25 421+00 421+50 REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: drawing no.: QA/QC by: date: SHEET STRM-300 4930 4935 4940 4945 4950 4955 4960 4930 4935 4940 4945 4950 4955 4960 300+00 301+00 302+00 303+00 304+00 304+50 STRM-600 4930 4935 4940 4945 4950 4955 4960 4930 4935 4940 4945 4950 4955 4960 160+00 161+00 161+48.73 STRM-700 4925 4930 4935 4940 4945 4950 4955 4925 4930 4935 4940 4945 4950 4955 100+00 101+00 101+50 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 STORM SEWER PLAN & PROFILES R FORT COLLINS, CO 2018 07-25-2018 017-0150 SPIRIT AT THE RIVER HOTEL MM C_STM_70150.dwg MG MG C12.2 CONSTRUCTION DOCUMENTS MG Mask Text 8/22/18 Mask Text Mask Text Mask Text Mask Text Text Over Text Mask Text UTILITY PLANS (all sheets) 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 STORM SEWER PLAN & PROFILES R FORT COLLINS, CO 2018 07-25-2018 017-0150 SPIRIT AT THE RIVER HOTEL MM C_STM_70150.dwg MG MG C12.1 CONSTRUCTION DOCUMENTS MG Mask Text Mask Text UTILITY PLANS (all sheets) 8/22/18 Mask Text Mask Text Mask Text Mask Text Mask Text Mask Text Mask Text Mask Text Mask Text Mask Text 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 STORM SEWER PLAN & PROFILES R FORT COLLINS, CO 2018 07-25-2018 017-0150 SPIRIT AT THE RIVER HOTEL MM C_STM_70150.dwg MG MG C12.0 CONSTRUCTION DOCUMENTS MG Text Over Text Mask Text Mask Text Mask Text Mask Text Mask Text Mask Text Mask Text Mask Text UTILITY PLANS (all sheets) 8/22/18 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 EROSION CONTROL PLAN R FORT COLLINS, CO 2018 07-25-2018 017-0150 SPIRIT AT THE RIVER HOTEL MM C_ERC3_70150.dwg MG MG C4.2 CONSTRUCTION DOCUMENTS PHASE 3: INFRASTRUCTURE MG NOTES CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER ENVIRONMENTAL PLANNER UTILITY PLANS (all sheets) 8/22/18 See Sheet C1.0 Line Over Text 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 EROSION CONTROL PLAN R FORT COLLINS, CO 2018 07-25-2018 017-0150 SPIRIT AT THE RIVER HOTEL MM C_ERC2_70150.dwg MG MG C4.1 CONSTRUCTION DOCUMENTS PHASE 2: OVERLOT GRADING AND VERTICAL CONSTRUCTION MG NOTES CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER ENVIRONMENTAL PLANNER Line Over Text UTILITY PLANS (all sheets) 8/22/18 See Sheet C1.0 NORTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO JULY 2018 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 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 EAST END BY A FOUND BENT NUMBER 4 REBAR UPGRADED TO AN 18 INCH NUMBER 5 REBAR WITH A GREEN PLASTIC CAP STAMPED PLS 38430 FROM WHICH THE WEST END OF SAID LINE BEARS N89°57'00"W, A DISTANCE OF 170.00 FEET, MONUMENTED BY A FOUND NUMBER 4 REBAR WITH AN ILLEGIBLE YELLOW PLASTIC CAP; PROPOSED SITE BASIS OF BEARING BENCHMARKS SITE MAP SCALE 1"=100' E LINCOLN AVE. E LINCOLN AVE. RIVERSIDE AVE. CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: DATE DATE DATE DATE DATE DATE CITY ENGINEER WATER AND WASTEWATER UTILITY STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER ENVIRONMENTAL PLANNER FORT COLLINS INDEMNIFICATION STATEMENT: FORT COLLINS AFFIRMATION STATEMENT: NOTE: Sheet List Table NUMBER TITLE C1.0 COVER SHEET C1.1 GENERAL NOTES C2.0 EXISTING CONDITIONS AND DEMOLITION PLAN C3.0 SITE, SIGNAGE, AND STRIPING PLAN C3.1 HORIZONTAL CONTROL PLAN C4.0 EROSION CONTROL PLAN C4.1 EROSION CONTROL PLAN C4.2 EROSION CONTROL PLAN C4.3 EROSION CONTROL PLAN C4.4 EROSION CONTROL DETAILS C4.5 EROSION CONTROL DETAILS C6.0 GRADING PLAN C6.1 POND GRADING PLAN C6.2 COURTYARD GRADING DETAIL C7.0 UTILITY PLAN C7.1 UTILITY DETAILS C7.2 UTILITY DETAILS C12.0 STORM SEWER PLAN & PROFILES C12.1 STORM SEWER PLAN & PROFILES C12.2 STORM SEWER PLAN & PROFILES C12.3 STORM DETAILS C12.4 STORM DETAILS C20.0 CONSTRUCTION DETAILS C20.1 CONSTRUCTION DETAILS UTILITY PLANS Remove Remove Please provide the following information for the Benchmark Statement in the EXACT format shown below. PROJECT DATUM: NAVD88 BENCHMARK # w/ DESCRIPTION ELEVATION: BENCHMARK # w/ DESCRIPTION ELEVATION: PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - X.XX’. 8/22/18 The Basis Of Bearings statement should match the Subdivision Plat. Add Spaces UTILITY PLANS (all sheets)