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HomeMy WebLinkAboutSPIRIT AT THE RIVER (FORMERLY LINCOLN CORRIDOR HOTEL) - PDP - PDP170026 - SUBMITTAL DOCUMENTS - ROUND 3 - 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 10/30/2017 017-0150 SPIRIT AT THE RIVER HOTEL MM C_TTL_0170150.dwg MM EM C1.0 PRELIMINARY DESIGN PLANS EM VICINITY MAP SCALE 1"=500' UTILITY PLANS FOR SPIRIT AT THE RIVER HOTEL LOT 1, BALDWIN MINOR SUBDIVISION LOCATED IN THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP 7 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 GENERAL NOTES R FORT COLLINS, CO 2017 10/30/2017 017-0150 SPIRIT AT THE RIVER HOTEL MM C_TTL_0170150.dwg MM EM C1.1 PRELIMINARY DESIGN PLANS EM 1. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE LOCAL ENTITY STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY-DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REQUIRED. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY MAJOR CONTOURS MINOR CONTOURS LEGEND EXISTING PROPOSED PROPERTY LINE FLOWLINE BACK OF CURB EASEMENT SETBACK LINE STORM MANHOLE STORM SEWER INVERTED CROWN WATER LINE SANITARY SEWER FIRE HYDRANT SIGN LIGHT POLE WATER VALVE BUILDING FENCE ASPHALT PAVEMENT CONCRETE PAVEMENT 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 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 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 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 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 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 ROADWAY CENTERLINE 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 TOP OF BERM TOB 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 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 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 UTILITY PLAN R FORT COLLINS, CO 2017 10/30/2017 017-0150 SPIRIT AT THE RIVER HOTEL MM C_UTL_0170150.dwg MM EM C8.0 PRELIMINARY DESIGN PLANS EM 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 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 POND GRADING PLAN R FORT COLLINS, CO 2017 10/30/2017 017-0150 SPIRIT AT THE RIVER HOTEL MM C_PONDGRD_0170150.dwg MM EM C6.1 PRELIMINARY DESIGN PLANS EM NOTES SECTION A-A AND B-B TRAIL TYPICAL SECTION NTS SECTION 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 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 GRADING AND DRAINAGE PLAN R FORT COLLINS, CO 2017 10/30/2017 017-0150 SPIRIT AT THE RIVER HOTEL MM C_GRD_0170150.dwg MM EM C6.0 PRELIMINARY DESIGN PLANS EM 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 EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES DIMENSION PLAN R FORT COLLINS, CO 2017 10/30/2017 017-0150 SPIRIT AT THE RIVER HOTEL MM C_DIM_0170150.dwg MM EM C3.1 PRELIMINARY DESIGN PLANS EM 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 EXCAVATING FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES SITE PLAN R FORT COLLINS, CO 2017 10/30/2017 017-0150 SPIRIT AT THE RIVER HOTEL MM C_STE_0170150.dwg MM EM C3.0 PRELIMINARY DESIGN PLANS EM NOTES KEYNOTE TABLE 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 EXISTING CONDITIONS AND DEMOLITION PLAN R FORT COLLINS, CO 2017 10/30/2017 017-0150 SPIRIT AT THE RIVER HOTEL MM C_EXC_70150.dwg MM EM C2.1 PRELIMINARY DESIGN PLANS EM NOTES KEYNOTE TABLE EASEMENT TABLE ENGINEER AND/OR THE LOCAL ENTITY INSPECTOR AT THE TIME THE CUTS ARE MADE. 2. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 3. STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL “T” INTERSECTIONS. 4. AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. 5. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND APPURTENANT IMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPES, FOR THE FOLLOWING PRIVATE STREETS: (N/A). CITY OF FORT COLLINS GENERAL NOTE 1. THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2. THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. 3. ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 4. AT ALL TIMES DURING CONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 5. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 6. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTSOF-WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE LOCAL ENTITY. 7. IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL: a. BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. b. REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. c. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. 8. WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. 9. THE CONTRACTOR SHALL CLEAN UP ANY INADVERTENT DEPOSITED MATERIAL IMMEDIATELY AND MAKE SURE STREETS ARE FREE OF ALL MATERIALS BY THE END OF EACH WORKING DAY. 10. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE UNITED STATES. 11. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. 12. THE STORMWATER VOLUME CAPACITY OF DETENTION PONDS WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO THE LOCAL ENTITY OR HOMEOWNERS ASSOCIATION (HOA). 13. CITY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER, AND SANITARY WASTE. THE DEVELOPER SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 14. A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. 15. TO ENSURE THAT SEDIMENT DOES NOT MOVE OFF OF INDIVIDUAL LOTS ONE OR MORE OF THE FOLLOWING SEDIMENT/EROSION CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED UNTIL THE LOTS ARE SUFFICIENTLY STABILIZED, AS DETERMINED BY THE EROSION CONTROL INSPECTOR, (WITHIN LOVELAND GMA AND CITY LIMITS ONLY). a. BELOW ALL GUTTER DOWNSPOUTS. b. OUT TO DRAINAGE SWALES. c. ALONG LOT PERIMETER. d. OTHER LOCATIONS, IF NEEDED. 16. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AS DIRECTED BY THE CITY/COUNTY. 17. A VEHICLE TRACKING CONTROL PAD SHALL BE INSTALLED WHEN NEEDED FOR CONSTRUCTION EQUIPMENT, INCLUDING BUT NOT LIMITED TO PERSONAL VEHICLES EXITING EXISTING ROADWAYS. NO EARTHEN MATERIALS, I.E. STONE, DIRT, ETC. SHALL BE PLACED IN THE CURB & GUTTER OR ROADWAY AS A RAMP TO ACCESS TEMPORARY STOCKPILES, STAGING AREAS, CONSTRUCTION MATERIALS, CONCRETE WASHOUT AREAS, AND/OR BUILDING SITES. STANDARD GRADING AND EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES 1. ALL STREET CONSTRUCTION IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS AS WELL AS THE STREET IMPROVEMENTS NOTES LISTED HERE. 2. A PAVING SECTION DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO THE LOCAL ENTITY ENGINEER FOR APPROVAL, PRIOR TO ANY STREET CONSTRUCTION ACTIVITY, (FULL DEPTH ASPHALT SECTIONS ARE NOT PERMITTED AT A DEPTH GREATER THAN 8 INCHES OF ASPHALT). THE JOB MIX SHALL BE SUBMITTED FOR APPROVAL PRIOR TO PLACEMENT OF ANY ASPHALT. 3. WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT, A MINIMUM DISTANCE OF 12 INCHES FROM THE EXISTING EDGE, TO CREATE A CLEAN CONSTRUCTION JOINT. THE DEVELOPER SHALL BE REQUIRED TO REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEAN CONSTRUCTION JOINT CAN BE MADE. WHEEL CUTS SHALL NOT BE ALLOWED UNLESS APPROVED BY THE LOCAL ENTITY ENGINEER IN LOVELAND. 4. STREET SUBGRADES SHALL BE SCARIFIED THE TOP 12 INCHES AND RE-COMPACTED PRIOR TO SUBBASE INSTALLATION. NO BASE MATERIAL SHALL BE LAID UNTIL THE SUBGRADE HAS BEEN INSPECTED AND APPROVED BY THE LOCAL ENTITY ENGINEER. 5. FT. COLLINS ONLY. VALVE BOXES AND MANHOLES ARE TO BE BROUGHT UP TO GRADE AT THE TIME OF PAVEMENT PLACEMENT OR OVERLAY. VALVE BOX ADJUSTING RINGS ARE NOT ALLOWED. 6. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE INSPECTOR BEFORE ANY CUTS ARE MADE. CUTTING AND PATCHING SHALL BE DONE IN CONFORMANCE WITH CHAPTER 25, RECONSTRUCTION AND REPAIR. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER. ALL OVERLAY WORK SHALL BE COORDINATED WITH ADJACENT LANDOWNERS SUCH THAT FUTURE PROJECTS DO NOT CUT THE NEW ASPHALT OVERLAY WORK. 7. ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THESE PLANS OR AS OTHERWISE SPECIFIED IN M.U.T.C.D. (INCLUDING COLORADO SUPPLEMENT) AND AS PER THE RIGHT-OF-WAY WORK PERMIT TRAFFIC CONTROL PLAN. 8. THE DEVELOPER IS REQUIRED TO PERFORM A GUTTER WATER FLOW TEST IN THE PRESENCE OF THE LOCAL ENTITY INSPECTOR AND PRIOR TO INSTALLATION OF ASPHALT. GUTTERS THAT HOLD MORE THAN ¼ INCH DEEP OR 5 FEET LONGITUDINALLY, OF WATER, SHALL BE COMPLETELY REMOVED AND RECONSTRUCTED TO DRAIN PROPERLY. 9. PRIOR TO PLACEMENT OF H.B.P. OR CONCRETE WITHIN THE STREET AND AFTER MOISTURE/DENSITY TESTS HAVE BEEN TAKEN ON THE SUBGRADE MATERIAL (WHEN A FULL DEPTH SECTION IS PROPOSED) OR ON THE SUBGRADE AND BASE MATERIAL (WHEN A COMPOSITE SECTION IS PROPOSED), A MECHANICAL "PROOF ROLL" WILL BE REQUIRED. THE ENTIRE SUBGRADE AND/OR BASE MATERIAL SHALL BE ROLLED WITH A HEAVILY LOADED VEHICLE HAVING A TOTAL GVW OF NOT LESS THAN 50,000 LBS. AND A SINGLE AXLE WEIGHT OF AT LEAST 18,000 LBS. WITH PNEUMATIC TIRES INFLATED TO NOT LESS THAN 90 P.S.I.G. “PROOF ROLL” VEHICLES SHALL NOT TRAVEL AT SPEEDS GREATER THAN 3 M.P.H. ANY PORTION OF THE SUBGRADE OR BASE MATERIAL WHICH EXHIBITS EXCESSIVE PUMPING OR DEFORMATION, AS DETERMINED BY THE LOCAL ENTITY ENGINEER, SHALL BE REWORKED, REPLACED OR OTHERWISE MODIFIED TO FORM A SMOOTH, NON-YIELDING SURFACE. THE LOCAL ENTITY ENGINEER SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE “PROOF ROLL.” ALL “PROOF ROLLS” SHALL BE PERFORMED IN THE PRESENCE OF AN INSPECTOR. STREET IMPROVEMENT NOTES 1. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE. 2. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. 3. ALL SIGNAGE SHALL BE PER LOCAL ENTITY STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. 4. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS. 5. ALL LANE LINES FOR CONCRETE PAVEMENT SHOULD BE EPOXY PAINT. 6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE LOCAL ENTITY ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. 7. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. 8. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 9. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. 10. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. 11. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE LOCAL ENTITY ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. 12. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 13. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 14. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD, THE LOCAL ENTITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE LOCAL ENTITY ENGINEER DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). 15. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL. TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES 1. THE CITY OF FORT COLLINS SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER(S). 2. ALL RECOMMENDATIONS OF THE FOOTHILLS REDEVELOPMENT FINAL DRAINAGE AND EROSION CONTROL STUDY PREPARED DECEMBER 5, 2013 BY R.A. SMITH NATIONAL, INC. SHALL BE FOLLOWED AND IMPLEMENTED. ALL RECOMMENDATIONS OF THE MAJOR AMENDMENT TO A PORTION OF FOOTHILLS MALL REDEVELOPMENT PLANNING AREA 3 (LOTS 3, 4, 5, AND 6 OF FOOTHILLS MALL REDEVELOPMENT) FINAL DRAINAGE AND EROSION CONTROL STUDY PREPARED FOR DECEMBER 18, 2015 BY OLSSON ASSOCIATES SHALL BE FOLLOWED AND IMPLEMENTED. 3. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BY SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BY SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT. 4. CERTIFYING ENGINEER SHALL BE PRESENT TO OBSERVE THE CONSTRUCTION OF THE STORM DRAINAGE IMPROVEMENTS. CONTRACTOR TO COORDINATE WITH CERTIFYING ENGINEER. 5. CONTRACTOR SHALL COMPLETE DURING CONSTRUCTION INSPECTION CHECKLIST. 6. CERTIFYING ENGINEER SHALL COMPLETE THE THE OVERALL SITE AND DRAINAGE CERTIFICATION FORM AND CHECKLIST AND CERTIFICATIONS OF LOT GRADING. 7. AS-BUILT SURVEY OF GRADING, DRAINAGE IMPROVEMENTS, AND DRAINAGE FACILITIES SHALL BE COMPLETED. SURVEY TO COORDINATE WITH CERTIFYING ENGINEER. 8. ALL STORMWATER AND UNDERDRAIN PIPE SHALL BE ADS N-12 ST IB OR EQUIVALENT. PIPE SHALL BE INSTALLED PER MANUFACTURES RECOMMENDATIONS. STORM DRAINAGE NOTES 1. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY. 2. ALL WATER MAINS TO BE INSTALLED AND TESTED PER CITY OF FORT COLLINS SPECIFICATIONS. 3. ALL WATER SERVICES SHALL BE INSTALLED PER CITY OF FORT COLLINS WATER METER INSTALLATION PROCEDURES AND SPECIFICATION 2646 "SERVICE LINES, METERS, AND APPURTENANCES." 4. CONTRACTOR TO COORDINATE WET TAPS & ABANDOMENTS WITH CITY OF FORT COLLINS (970-416-2165). 5. ABANDON WATER SERVICES SHALL BE REMOVED TO THE MAIN. REMOVE CURB STOP BOXES FROM ABANDONED WATER SERVICES. 6. ALL WATER MAINS SHALL BE PVC C900 PRESSURE CLASS 150 7. ALL WATER MAINS SHALL BE INSTALLED WITH TRACER WIRE. 8. ALL WATER MAIN VALVES SHALL HAVE VALVE BLOCKING. SEE DETAILS. 9. ALL FIRE LINES SHALL BE PVC C900 PRESSURE CLASS 150. 10. ALL SERVICES SHALL BE TYPE K COPPER. WATERLINE NOTES 1. MOISTURE DENSITY TESTS: TESTS SHALL BE CONDUCTED ON REPRESENTATIVE SAMPLES OF EACH TYPE OF MATERIAL ENCOUNTERED OR UTILIZED. 2. COMPACTION CONTROL: FIELD TESTS SHALL BE CONDUCTED TO DETERMINE COMPLIANCE WITH PROJECT REQUIREMENTS AND GEOTECHNICAL REPORT. 3. ALL MATERIAL TESTS SHALL BE MADE BY THE GEOTECHNICAL ENGINEER. QUANTITY AND LOCATIONS SHALL BE AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER. 4. DENSITY TESTS SHALL BE TAKEN IN COMPACTED MATERIAL BELOW THE DISTURBED SURFACE. WHEN DENSITY TESTS INDICATE THAT THE DRY DENSITY OR MOISTURE CONTENT OF ANY LAYER OF FILL OR PORTION THEREOF IS BELOW THAT REQUIRED, THE PARTICULAR LAYER OR PORTION SHALL BE REWORKED UNTIL THE REQUIRED DRY DENSITY OR MOISTURE CONTENT HAS BEEN ACHIEVED. 5. UNLESS OTHERWISE DIRECTED BY GEOTECHNICAL ENGINEER, COMPACTION SHALL BE MINIMUM OF 95% OF OPTIMUM DENSITY, IN ACCORDANCE WITH ASTM D 698, AT A MOISTURE CONTENT OF NOT LESS THAN 2% BELOW AND NOT MORE THAN 2% ABOVE THE OPTIMUM MOISTURE CONTENT. 6. PARKING SUBGRADE SHALL BE PROOF ROLLED TO DETECT ANY AREAS OF INSUFFICIENT COMPACTION. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING A MINIMUM OF TWO (2) COMPLETE PASSES WITH A FULLY LOADED TANDEM AXLE DUMP TRUCK, OR APPROVED EQUIVALENT, IN EACH OF THE TWO PERPENDICULAR DIRECTIONS UNDER THE SUPERVISION AND DIRECTION OF THE GEOTECHNICAL ENGINEER. AREAS OF FAILURE SHALL BE SCARIFIED, RECOMPACTED, AND RETESTED. 7. REFERENCE GEOTECHNICAL REPORT PREPARED BY XX, DATED XX XX, XXXX. QUALITY CONTROL NOTES 1. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. 2. ALL REPAIRS AND REPLACEMENT OF SIDEWALK, CURB, GUTTER AND ASPHALT SHALL BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 3. FOR LOCATIONS WHERE SERVICES ARE SHOWN UNDER SIDEWALK, SIDEWALK SHALL BE REMOVED AND REPLACED. 4. PERMIT(S) FOR ALL WORK SHOWN ON THESE PLANS SHALL BE OBTAINED PRIOR TO THE START OF ANY WORK SHOWN ON THESE PLANS. 5. CLEANOUTS LOCATED WITHIN SIDEWALK OR DRIVEWAY SHALL HAVE A TRAFFIC RATED LID. 6. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. GENERAL UTILITY NOTES 1. ALL SEWER MAINS AND SERVICES TO BE INSTALLED PER CITY OF FORT COLLINS SPECIFICATIONS. 2. CONTRACTOR TO COORDINATE WET TAPS & ABANDOMENTS WITH CITY OF FORT COLLINS (970-416-2165). 3. ALL SANITARY SEWER MAINS AND SERVICES SHALL BE PVC SDR 35. SANITARY SEWER 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' “ ” “ ” CITY OF FORT COLLINS GENERAL NOTES 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 Sheet List Table