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Home My WebLink AboutSPIRIT AT THE RIVER - FDP180015 - DOCUMENT MARKUPS - ROUND 4 - 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 R 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 LEGEND LOT 1 IN-SITU SUBDIVISION LOT 1 WOODWARD TECHNOLOGY CENTER E LINCOLN AVE LEGEND EXISTING DEMO BASIS OF BEARINGS (RECORD): SOUTH 09° 06' 15" WEST ALONG THE EAST LINE OF LOT 1, BALDWIN MINOR SUBDIVISION, SAID EAST LINE MONUMENTED AT THE NORTHEAST CORNER OF SAID LOT 1 BY A 5/8 INCH REBAR WITH A GREEN CAP MARKED "PLS 38430" AND AT THE SOUTHEAST CORNER OF SAID LOT 1 BY A FOUND 1/2 INCH REBAR WITH A CAP MARKED "PLS 14823" (NOW UPGRADED AND RESET WITH A 5/8 REBAR WITH A GREEN CAP MARKED "PLS 38430", HAVING A GROUND DISTANCE OF 773.39 FEET, AS SHOWN ON THE RECORDED PLAT OF SAID BALDWIN MINOR SUBDIVISION. 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 RELEASED BY OLSSON ASSOCIATES ONLY FOR REVIEW BY REGULATORY AGENCIES AND OTHER PROFESSIONALS, AND IS SUBJECT TO CHANGE. THIS E LINCOLN AVE. LEGEND EXISTING PROPOSED PROPERTY LINE FLOWLINE BACK OF CURB EASEMENT SETBACK LINE PARKING STALL COUNT PER ROW OVERHEAD POWER CONCRETE SIDEWALK HEAVY DUTY CONCRETE PAVEMENT GRASS LANDSCAPING BUILDING FENCE STANDARD DUTY CONCRETE PAVEMENT NATURAL HABITAT BUFFER ZONE BASIS OF BEARINGS (RECORD): SOUTH 09° 06' 15" WEST ALONG THE EAST LINE OF LOT 1, BALDWIN MINOR SUBDIVISION, SAID EAST LINE MONUMENTED AT THE NORTHEAST CORNER OF SAID LOT 1 BY A 5/8 INCH REBAR WITH A GREEN CAP MARKED "PLS 38430" AND AT THE SOUTHEAST CORNER OF SAID LOT 1 BY A FOUND 1/2 INCH REBAR WITH A CAP MARKED "PLS 14823" (NOW UPGRADED AND RESET WITH A 5/8 REBAR WITH A GREEN CAP MARKED "PLS 38430", HAVING A GROUND DISTANCE OF 773.39 FEET, AS SHOWN ON THE RECORDED PLAT OF SAID BALDWIN MINOR SUBDIVISION. 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 E LINCOLN AVE. LEGEND EXISTING PROPOSED PROPERTY LINE FLOWLINE BACK OF CURB EASEMENT SETBACK LINE PARKING STALL COUNT PER ROW OVERHEAD POWER CONCRETE SIDEWALK HEAVY DUTY CONCRETE PAVEMENT GRASS LANDSCAPING BUILDING FENCE STANDARD DUTY CONCRETE PAVEMENT NATURAL HABITAT BUFFER ZONE BASIS OF BEARINGS (RECORD): SOUTH 09° 06' 15" WEST ALONG THE EAST LINE OF LOT 1, BALDWIN MINOR SUBDIVISION, SAID EAST LINE MONUMENTED AT THE NORTHEAST CORNER OF SAID LOT 1 BY A 5/8 INCH REBAR WITH A GREEN CAP MARKED "PLS 38430" AND AT THE SOUTHEAST CORNER OF SAID LOT 1 BY A FOUND 1/2 INCH REBAR WITH A CAP MARKED "PLS 14823" (NOW UPGRADED AND RESET WITH A 5/8 REBAR WITH A GREEN CAP MARKED "PLS 38430", HAVING A GROUND DISTANCE OF 773.39 FEET, AS SHOWN ON THE RECORDED PLAT OF SAID BALDWIN MINOR SUBDIVISION. 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 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 ROLLED EROSION CONTROL PRODUCTS BASIS OF BEARINGS (RECORD): SOUTH 09° 06' 15" WEST ALONG THE EAST LINE OF LOT 1, BALDWIN MINOR SUBDIVISION, SAID EAST LINE MONUMENTED AT THE NORTHEAST CORNER OF SAID LOT 1 BY A 5/8 INCH REBAR WITH A GREEN CAP MARKED "PLS 38430" AND AT THE SOUTHEAST CORNER OF SAID LOT 1 BY A FOUND 1/2 INCH REBAR WITH A CAP MARKED "PLS 14823" (NOW UPGRADED AND RESET WITH A 5/8 REBAR WITH A GREEN CAP MARKED "PLS 38430", HAVING A GROUND DISTANCE OF 773.39 FEET, AS SHOWN ON THE RECORDED PLAT OF SAID BALDWIN MINOR SUBDIVISION. 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 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 ROLLED EROSION CONTROL PRODUCTS BASIS OF BEARINGS (RECORD): SOUTH 09° 06' 15" WEST ALONG THE EAST LINE OF LOT 1, BALDWIN MINOR SUBDIVISION, SAID EAST LINE MONUMENTED AT THE NORTHEAST CORNER OF SAID LOT 1 BY A 5/8 INCH REBAR WITH A GREEN CAP MARKED "PLS 38430" AND AT THE SOUTHEAST CORNER OF SAID LOT 1 BY A FOUND 1/2 INCH REBAR WITH A CAP MARKED "PLS 14823" (NOW UPGRADED AND RESET WITH A 5/8 REBAR WITH A GREEN CAP MARKED "PLS 38430", HAVING A GROUND DISTANCE OF 773.39 FEET, AS SHOWN ON THE RECORDED PLAT OF SAID BALDWIN MINOR SUBDIVISION. 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 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 ROLLED EROSION CONTROL PRODUCTS BASIS OF BEARINGS (RECORD): SOUTH 09° 06' 15" WEST ALONG THE EAST LINE OF LOT 1, BALDWIN MINOR SUBDIVISION, SAID EAST LINE MONUMENTED AT THE NORTHEAST CORNER OF SAID LOT 1 BY A 5/8 INCH REBAR WITH A GREEN CAP MARKED "PLS 38430" AND AT THE SOUTHEAST CORNER OF SAID LOT 1 BY A FOUND 1/2 INCH REBAR WITH A CAP MARKED "PLS 14823" (NOW UPGRADED AND RESET WITH A 5/8 REBAR WITH A GREEN CAP MARKED "PLS 38430", HAVING A GROUND DISTANCE OF 773.39 FEET, AS SHOWN ON THE RECORDED PLAT OF SAID BALDWIN MINOR SUBDIVISION. 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 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 ROLLED EROSION CONTROL PRODUCTS BASIS OF BEARINGS (RECORD): SOUTH 09° 06' 15" WEST ALONG THE EAST LINE OF LOT 1, BALDWIN MINOR SUBDIVISION, SAID EAST LINE MONUMENTED AT THE NORTHEAST CORNER OF SAID LOT 1 BY A 5/8 INCH REBAR WITH A GREEN CAP MARKED "PLS 38430" AND AT THE SOUTHEAST CORNER OF SAID LOT 1 BY A FOUND 1/2 INCH REBAR WITH A CAP MARKED "PLS 14823" (NOW UPGRADED AND RESET WITH A 5/8 REBAR WITH A GREEN CAP MARKED "PLS 38430", HAVING A GROUND DISTANCE OF 773.39 FEET, AS SHOWN ON THE RECORDED PLAT OF SAID BALDWIN MINOR SUBDIVISION. 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 E LINCOLN AVE (ROW VARIES) MATCHLINE SEE SHEET C6.1 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 ME BOTTOM OF WALL BOW TOP OF WALL TOW BOTTOM OF POND BOP TOP OF BERM TOB TOP OF POND TOP SPILL CURB GROUND SWALE GS PUTTING GREEN PG CONCRETE TRAIL CT BASIS OF BEARINGS (RECORD): SOUTH 09° 06' 15" WEST ALONG THE EAST LINE OF LOT 1, BALDWIN MINOR SUBDIVISION, SAID EAST LINE MONUMENTED AT THE NORTHEAST CORNER OF SAID LOT 1 BY A 5/8 INCH REBAR WITH A GREEN CAP MARKED "PLS 38430" AND AT THE SOUTHEAST CORNER OF SAID LOT 1 BY A FOUND 1/2 INCH REBAR WITH A CAP MARKED "PLS 14823" (NOW UPGRADED AND RESET WITH A 5/8 REBAR WITH A GREEN CAP MARKED "PLS 38430", HAVING A GROUND DISTANCE OF 773.39 FEET, AS SHOWN ON THE RECORDED PLAT OF SAID BALDWIN MINOR SUBDIVISION. BASIS OF BEARING BENCHMARKS REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: 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 ME BOTTOM OF WALL BOW TOP OF WALL TOW BOTTOM OF POND BOP TOP OF BERM TOB TOP OF POND TOP SPILL CURB GROUND SWALE GS PUTTING GREEN PG CONCRETE TRAIL CT CRUSHER FINES PATH CFP TOP OF RAIN GARDEN TORG BOTTOM OF RAIN GARDEN BORG BASIS OF BEARINGS (RECORD): SOUTH 09° 06' 15" WEST ALONG THE EAST LINE OF LOT 1, BALDWIN MINOR SUBDIVISION, SAID EAST LINE MONUMENTED AT THE NORTHEAST CORNER OF SAID LOT 1 BY A 5/8 INCH REBAR WITH A GREEN CAP MARKED "PLS 38430" AND AT THE SOUTHEAST CORNER OF SAID LOT 1 BY A FOUND 1/2 INCH REBAR WITH A CAP MARKED "PLS 14823" (NOW UPGRADED AND RESET WITH A 5/8 REBAR WITH A GREEN CAP MARKED "PLS 38430", HAVING A GROUND DISTANCE OF 773.39 FEET, AS SHOWN ON THE RECORDED PLAT OF SAID BALDWIN MINOR SUBDIVISION. BASIS OF BEARING BENCHMARKS REVISIONS NO. REV. DATE REVISIONS DESCRIPTION project no.: approved by: checked by: drawn by: 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 ME BOTTOM OF WALL BOW TOP OF WALL TOW BOTTOM OF POND BOP TOP OF BERM TOB TOP OF POND TOP SPILL CURB GROUND SWALE GS PUTTING GREEN PG BASIS OF BEARINGS (RECORD): SOUTH 09° 06' 15" WEST ALONG THE EAST LINE OF LOT 1, BALDWIN MINOR SUBDIVISION, SAID EAST LINE MONUMENTED AT THE NORTHEAST CORNER OF SAID LOT 1 BY A 5/8 INCH REBAR WITH A GREEN CAP MARKED "PLS 38430" AND AT THE SOUTHEAST CORNER OF SAID LOT 1 BY A FOUND 1/2 INCH REBAR WITH A CAP MARKED "PLS 14823" (NOW UPGRADED AND RESET WITH A 5/8 REBAR WITH A GREEN CAP MARKED "PLS 38430", HAVING A GROUND DISTANCE OF 773.39 FEET, AS SHOWN ON THE RECORDED PLAT OF SAID BALDWIN MINOR SUBDIVISION. 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 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 NATURAL HABITAT BUFFER ZONE BASIS OF BEARINGS (RECORD): SOUTH 09° 06' 15" WEST ALONG THE EAST LINE OF LOT 1, BALDWIN MINOR SUBDIVISION, SAID EAST LINE MONUMENTED AT THE NORTHEAST CORNER OF SAID LOT 1 BY A 5/8 INCH REBAR WITH A GREEN CAP MARKED "PLS 38430" AND AT THE SOUTHEAST CORNER OF SAID LOT 1 BY A FOUND 1/2 INCH REBAR WITH A CAP MARKED "PLS 14823" (NOW UPGRADED AND RESET WITH A 5/8 REBAR WITH A GREEN CAP MARKED "PLS 38430", HAVING A GROUND DISTANCE OF 773.39 FEET, AS SHOWN ON THE RECORDED PLAT OF SAID BALDWIN MINOR SUBDIVISION. BASIS OF BEARING BENCHMARKS LINCOLN AVE (ROW VARIES) 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 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 R 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 STORM SEWER PLAN & PROFILES FORT COLLINS, CO 2019 04-03-2019 017-0150 SPIRIT AT THE RIVER HOTEL MM C_STM_70150.dwg MG MG C12.2 UTILITY PLANS MG Mask Text Mask Text 4/23/19 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 R 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 PLAN FORT COLLINS, CO 2019 04-03-2019 017-0150 SPIRIT AT THE RIVER HOTEL MM C_UTL_70150.dwg MG MG C7.0 UTILITY PLANS MG NOTES See Sheet C1.0. 4/23/19 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 R 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 COURTYARD GRADING DETAIL FORT COLLINS, CO 2019 04-03-2019 017-0150 SPIRIT AT THE RIVER HOTEL MM C_GRD_70150.dwg MG MG C6.2 UTILITY PLANS MG NOTES COURTYARD DETAIL SCALE: 1"=10' COURTYARD DETAIL SCALE: 1"=5' See Sheet C1.0. 4/23/19 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 R 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 POND GRADING PLAN FORT COLLINS, CO 2019 04-03-2019 017-0150 SPIRIT AT THE RIVER HOTEL MM C_PONDGRD_70150.dwg MG MG C6.1 UTILITY PLANS MG NOTES DETENTION POND SECTION B-B TRAIL TYPICAL SECTION NTS SECTION NOTES MATCHLINE SEE SHEETC6.0 RAIN GARDEN SECTION A-A TRAIL TYPICAL SECTION NTS See Sheet C1.0. 4/23/19 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 R 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 GRADING PLAN FORT COLLINS, CO 2019 04-03-2019 017-0150 SPIRIT AT THE RIVER HOTEL MM C_GRD_70150.dwg MG MG C6.0 UTILITY PLANS MG NOTES See Sheet C1.0. 4/23/19 (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 R 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 EROSION CONTROL PLAN FORT COLLINS, CO 2019 04-03-2019 017-0150 SPIRIT AT THE RIVER HOTEL MM C_ERC4_70150.dwg MG MG C4.3 UTILITY PLANS PHASE 4: FINAL STABILIZATION MG NOTES See Sheet C1.0. 4/23/19 Line Over Text (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 R 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 EROSION CONTROL PLAN FORT COLLINS, CO 2019 04-03-2019 017-0150 SPIRIT AT THE RIVER HOTEL MM C_ERC3_70150.dwg MG MG C4.2 UTILITY PLANS PHASE 3: INFRASTRUCTURE MG NOTES See Sheet C1.0. 4/23/19 Line Over Text (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 R 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 EROSION CONTROL PLAN FORT COLLINS, CO 2019 04-03-2019 017-0150 SPIRIT AT THE RIVER HOTEL MM C_ERC2_70150.dwg MG MG C4.1 UTILITY PLANS PHASE 2: OVERLOT GRADING AND VERTICAL CONSTRUCTION MG NOTES See Sheet C1.0. 4/23/19 Line Over Text Line Over Text (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 R 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 EROSION CONTROL PLAN FORT COLLINS, CO 2019 04-03-2019 017-0150 SPIRIT AT THE RIVER HOTEL MM C_ERC1_70150.dwg MG MG C4.0 UTILITY PLANS PHASE 1: INITIAL/PRE-OVERLOT GRADING MG NOTES See Sheet C1.0. 4/23/19 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 R 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 HORIZONTAL CONTROL PLAN FORT COLLINS, CO 2019 04-03-2019 017-0150 SPIRIT AT THE RIVER HOTEL MM C_DIM_70150.dwg MG MG C3.1 UTILITY PLANS MG NOTES 4/23/19 See Sheet C1.0. 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 R 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 SITE, SIGNAGE, AND STRIPING PLAN FORT COLLINS, CO 2019 04-03-2019 017-0150 SPIRIT AT THE RIVER HOTEL MM C_SIT_70150.dwg MG MG C3.0 UTILITY PLANS MG NOTES KEYNOTE TABLE 4/23/19 Mask Text Line Over Text Line Over Text See Sheet C1.0. 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 R 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 EXISTING CONDITIONS AND DEMOLITION PLAN FORT COLLINS, CO 2019 04-03-2019 017-0150 SPIRIT AT THE RIVER HOTEL MM C_EXC_70150.dwg MG MG C2.0 UTILITY PLANS MG NOTES KEYNOTE TABLE EASEMENT TABLE 4/23/19 See Sheet C1.0. PARKS AND RECREATION TRAFFIC ENGINEER ENVIRONMENTAL PLANNER COVER SHEET FORT COLLINS, CO 2019 04-03-2019 017-0150 SPIRIT AT THE RIVER HOTEL MM C_TTL_70150.dwg MG MG C1.0 UTILITY PLANS MG VICINITY MAP SCALE 1"=500' UTILITY PLANS FOR SPIRIT AT THE RIVER HOTEL LOT 1 & 2, SPIRIT AT THE RIVER SUBDIVISION LOCATED IN THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO APRIL 2019 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 BASIS OF BEARINGS (RECORD): SOUTH 09° 06' 15" WEST ALONG THE EAST LINE OF LOT 1, BALDWIN MINOR SUBDIVISION, SAID EAST LINE MONUMENTED AT THE NORTHEAST CORNER OF SAID LOT 1 BY A 5/8 INCH REBAR WITH A GREEN CAP MARKED "PLS 38430" AND AT THE SOUTHEAST CORNER OF SAID LOT 1 BY A FOUND 1/2 INCH REBAR WITH A CAP MARKED "PLS 14823" (NOW UPGRADED AND RESET WITH A 5/8 REBAR WITH A GREEN CAP MARKED "PLS 38430", HAVING A GROUND DISTANCE OF 773.39 FEET, AS SHOWN ON THE RECORDED PLAT OF SAID BALDWIN MINOR SUBDIVISION. PROPOSED SITE BASIS OF BEARING BENCHMARKS SITE MAP SCALE 1"=100' E LINCOLN AVE. E LINCOLN AVE. RIVERSIDE AVE. 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 C12.5 STORM DETAILS C20.0 CONSTRUCTION DETAILS C20.1 CONSTRUCTION DETAILS 4/23/19 The Benchmark Statement needs to include a City benchmark. DATUM DATUM