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HomeMy WebLinkAboutSAINT JOHN XXIII CATHOLIC CHURCH AND LOMBARDY STUDENT HOUSING - PDP190001 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (10)VAULT F.O. VAULT ELEC TELE VAULT ELEC VAULT ELEC C VAULT ELEC VAULT ELEC ELEC C VAULT ELEC ELEC T T T CC CC ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR VAULT F.O. CONTROL IRR CONTROL IRR AC CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR VAULT M ELEC CONTROL IRR CONTROL IRR CONTROL FO FO FO FO FO FO FO CONTROL IRR CONTROL IRR AC CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR M CONTROL IRR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR T ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC T ELEC FO FO / / / / / / / / G G G G G G G G W F F S F F W S S F W S S S 10" SERVICE INTO AN 8" LINE? 8" SERVICE 8" SERVICE 8" SERVICE? W F UD UD UD UD FDC FDC FDC FDC UD UD UD UD UD UD UD UD UD UD UD UD UD UD V AULT F.O. VAULT ELEC TELE VAULT ELEC VAULT ELEC C VAULT ELEC VAULT ELEC FO FO FO ELEC C VAULT ELEC ELEC BRKR ELEC BRKR F F S F F F F W S 10" SERVICE INTO AN 8" LINE? 8" SERVICE W F FDC FDC UD UD UD UD UD UD UD UD UD UD VAULT F.O. VAULT ELEC TELE VAULT ELEC VAULT ELEC C VAULT ELEC VAULT ELEC ELEC C VAULT ELEC ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR VAULT F.O. T T T ELEC F W F F S F W S S S 8" SERVICE 8" SERVICE? UD UD UD UD UD UD UD UD UD UD UD FDC FDC UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD B M FO FO FO FO FO FO FO C ONTROL IRR M CONTROL IRR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR T ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC T ELEC FO FO G G G G G G G G G X E E E E T T E E E E T T T E E E E G ST ST ST ST ST FO FO FO FO FO FO FO G G G G G G G G G G G G G G G E FO FO FO FO FO G FO E E E E E E FO FO FO FO G G G G G G G G G G G G E E E E E E E E E E E E G G G G G G FO FO FO G G G G E FO FO FO E G E E E E E E FO FO FO FO FO FO FO FO FO E FO SS SS SS SS SS SS SS G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ST ST ST W W W W W W W W W W W W W W W W W W W W W W ST ST DN UP UP X X X X X X X X X X X X X X X X DN UP DN UP DN UP X X X DN X X TF TF UNIVERSITY AVENUE UNIVERSITY AVENUE SOUTH SHIELDS STREET WEST ELIZABETH STREET NICOL CAMPUS WEST 1205 W. ELIZABETH ST. A NICOL CAMPUS WEST LIMITED 1213 W. ELIZABETH ST. 100-YR FLOODWAY (PER CSU CLOMR) 100-YR FLOODPLAIN (PER CSU CLOMR) APPROXIMATE LOCATION EXISTING 6" WATER EXISTING 8" SANITARY SEWER CONNECT TO EXISTING STORM INLET EXISTING STORM DRAIN APPROXIMATE LOCATION EXISTING FH APPROXIMATE LOCATION EXISTING FH PROPOSED 6" SANITARY SERVICE PROPOSED 2.5" WATER SERVICE PROPOSED 6" FIRE SERVICE PROPOSED 8" SANITARY SERVICE PROPOSED STORMTECH CHAMBERS PROPOSED STORM DRAIN PROPOSED FH PROPOSED FH EXISTING CONCRETE PAN PROPOSED INLET PROPOSED INLET PROPOSED 2' SIDEWALK CULVERT PROPOSED 2' CONCRETE PAN PROPOSED INLET EXISTING INLET PROPOSED ROOF DRAIN CONNECTION PROPOSED ROOF DRAIN CONNECTION PROPOSED GREASE INTERCEPTOR PROPOSED GREASE INTERCEPTOR PROPOSED 6" FIRE SERVICE PROPOSED 2.5" WATER METER CONNECT TO EXISTING 6" WATER INSTALL MH CONNECT TO EXISTING 8" SANITARY SEWER CONNECT TO EXISTING 6" WATER PROPOSED 4" WATER SERVICE CONNECT TO EXISTING 6" WATER INSTALL MH CONNECT TO EXISTING 8" SANITARY SEWER CONNECT TO EXISTING 6" WATER PROPOSED 4" WATER METER PROPOSED ROOF DRAIN CONNECTION 242.29 LF 6" PVC S00°55'45"W 14.14 LF 6" PVC S44°04'15"E PROPOSED UNDERDRAINS PROPOSED TRANSFORMER PROPOSED TRANSFORMER 9' UTILITY EASEMENT 9' UTILITY EASEMENT 15' UTILITY EASEMENT 26' DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT 24' FL-FL 26' DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT 20' DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT PROPOSED 18" VERTICAL INFLOW CURB & GUTTER 46' DRIVE-OVER CURB & GUTTER 15' UTILITY EASEMENT PROPOSED 18" VERTICAL OUTFALL CURB & GUTTER PROPOSED UNDERDRAIN PROPOSED 18" VERTICAL INFLOW CURB & GUTTER PROPOSED SAWCUT (TYP.) 32.85 LF 6" PVC N00°57'15"E PROPOSED AREA DRAIN BASIN BLDG C CHURCH BLDG 5' UTILITY EASEMENT SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING Sheet These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 18 C302 UTILITY PLAN 9 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 SEE SHEET C300 KEYMAP VAULT TELE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DN UP UP DN UP DN UP DN UP DN TF C301 C302 NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. 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 OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF CERTIFICATE OF OCCUPANCY. 9. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. 10. ALL EXISTING SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON BEST AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 11. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 13. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE, FIBER, GAS, AND ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY PROVIDERS. 14. CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS WITH ARCHITECT AND UTILITY PROVIDERS. 15. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED MECHANICAL/PLUMBING DRAWINGS. 16. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 17. THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY COMPANY AND/OR ENGINEER. 18. ALL CONDUIT PLACED BY THE CONTRACTOR FOR CABLE, PHONE AND INTERNET SHALL BE EQUIPPED WITH PULL TAPE AND LOCATE WIRE PER THE SPECIFICATIONS OF EACH UTILITY COMPANY. 19. ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE TRANSFORMER AND PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING MAIN TO EACH TRANSFORMER. THE COST OF THE PRIMARY LINE, TRANSFORMER, AND INSTALLATION OF THE SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 20. ELECTRIC TRANSFORMER PAD SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER WITH APPROVED ELECTRICAL PLANS. 21. GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL ALL GAS SERVICES AND METERS. THE COST OF ALL THE SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 22. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION. 23. A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION WILL BE REQUIRED PRIOR TO ANY WORK OCCURRING WITHIN THE FLOODWAY. EXISTING WATER MAIN LEGEND: W G T CTV EXISTING STORM SEWER EXISTING CABLE EXISTING TELEPHONE EXISTING GAS PROPOSED SEWER SERVICE S EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED WATER SERVICE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT EASEMENT LINE PROPERTY BOUNDARY EXISTING LOTLINE W PROPOSED WATER MAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED ELECTRIC TRANSFORMER PROPOSED ELECTRIC E PROPOSED FIRE DEPARTMENT CONNECTION FDC PROPOSED FIRE SERVICE F EXISTING ELECTRIC E PROPOSED SUBDRAIN UD PROPOSED CABLE CTV PROPOSED FIBRE OPTIC FO PROPOSED GAS G 100-YR FLOODPLAIN (PER CSU CLOMR) STORMTECH CHAMBER ISOLATOR ROW STORMTECH CHAMBER 100-YR FLOODWAY (PER CSU CLOMR) VAULT ELEC T ELEC ELEC FO FO FO FO E T T T X X T T T T T T T T T T T T T T X X X X X E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G T T T T T T T T T T T T T T T T T E E E E E E E E G G G E E G G G G G G G T T T T T G G G E E E E E E CTV CTV G G W W E E E E E E E E E E E G W W W W W G G G G G G G CTV CTV CTV CTV G E E SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ST W W W W W W W W W W W W W W W W W W W W W W W X X X X X X X X X X X X X X X X X X X X TF TF X X X UNIVERSITY AVENUE CITY PARK AVENUE WEST ELIZABETH STREET NICOL CAMPUS WEST LIMITED 1213 W. ELIZABETH ST. GLEASON/WESTSIDE INVESTMENTS LLC 1301 W. ELIZABETH ST. JDH2 INVESTMENTS LLC 1305 W. ELIZABETH ST. PHILLIPS DAVID J LIVING TRUST (.615) 1335 W. ELIZABETH ST. 160 1221 W. ELIZABETH ST. APPROXIMATE LOCATION EXISTING 6" WATER EXISTING 10" WATER 100-YR FLOODWAY (PER CSU CLOMR) 100-YR FLOODPLAIN (PER CSU CLOMR) EXISTING FH EXISTING FH PROPOSED 10" SANITARY SERVICE PROPOSED 8" SANITARY SERVICE PROPOSED STORM DRAIN PROPOSED FH PROPOSED INLET PROPOSED INLET EXISTING CONCRETE PAN PROPOSED INLET PROPOSED STORMTECH CHAMBERS PROPOSED ROOF DRAIN CONNECTION PROPOSED ROOF DRAIN CONNECTION CONNECT TO EXISTING 6" WATER CONNECT TO EXISTING MH PROPOSED 6" FIRE SERVICE PROPOSED 4" WATER SERVICE PROPOSED 4" PROPOSED 4" WATER METER WATER METER PROPOSED 6" FIRE SERVICE PROPOSED 4" WATER SERVICE INSTALL MH CONNECT TO EXISTING 8" SANITARY SEWER EXISTING 8" SANITARY SEWER CONNECT TO EXISTING 6" WATER CONNECT TO EXISTING 6" WATER PROPOSED AREA DRAIN BASIN PROPOSED AREA DRAIN BASIN PROPOSED TRANSFORMER PROPOSED TRENCH DRAIN PROPOSED UNDERDRAIN 242.29 LF 6" PVC S00°55'45"W 14.14 LF 6" PVC S44°04'15"E PROPOSED TRANSFORMER 26' DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT PROPOSED 18" VERTICAL OUTFALL CURB & GUTTER PROPOSED 18" VERTICAL INFLOW CURB & GUTTER PROPOSED 18" VERTICAL INFLOW CURB & GUTTER PROPOSED 18" VERTICAL OUTFALL CURB & GUTTER 26' DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT 9' UTILITY EASEMENT 15' UTILITY EASEMENT 100-YR FLOODPLAIN (PER CSU CLOMR) PROPOSED SAWCUT (TYP.) BLDG A BLDG B 5' UTILITY EASEMENT 5' UTILITY EASEMENT 5' UTILITY EASEMENT SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING Sheet These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 18 C301 UTILITY PLAN 8 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 SEE SHEET C302 KEYMAP VAULT TELE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DN UP UP DN UP DN UP DN UP DN TF C301 C302 NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. 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 OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF CERTIFICATE OF OCCUPANCY. 9. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. 10. ALL EXISTING SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON BEST AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 11. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 13. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE, FIBER, GAS, AND ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY PROVIDERS. 14. CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS WITH ARCHITECT AND UTILITY PROVIDERS. 15. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED MECHANICAL/PLUMBING DRAWINGS. 16. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 17. THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY COMPANY AND/OR ENGINEER. 18. ALL CONDUIT PLACED BY THE CONTRACTOR FOR CABLE, PHONE AND INTERNET SHALL BE EQUIPPED WITH PULL TAPE AND LOCATE WIRE PER THE SPECIFICATIONS OF EACH UTILITY COMPANY. 19. ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE TRANSFORMER AND PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING MAIN TO EACH TRANSFORMER. THE COST OF THE PRIMARY LINE, TRANSFORMER, AND INSTALLATION OF THE SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 20. ELECTRIC TRANSFORMER PAD SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER WITH APPROVED ELECTRICAL PLANS. 21. GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL ALL GAS SERVICES AND METERS. THE COST OF ALL THE SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 22. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION. 23. A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION WILL BE REQUIRED PRIOR TO ANY WORK OCCURRING WITHIN THE FLOODWAY. EXISTING WATER MAIN LEGEND: W G T CTV EXISTING STORM SEWER EXISTING CABLE EXISTING TELEPHONE EXISTING GAS PROPOSED SEWER SERVICE S EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED WATER SERVICE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT EASEMENT LINE PROPERTY BOUNDARY EXISTING LOTLINE W PROPOSED WATER MAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED ELECTRIC TRANSFORMER PROPOSED ELECTRIC E PROPOSED FIRE DEPARTMENT CONNECTION FDC PROPOSED FIRE SERVICE F EXISTING ELECTRIC E PROPOSED SUBDRAIN UD PROPOSED CABLE CTV PROPOSED FIBRE OPTIC FO PROPOSED GAS G 100-YR FLOODPLAIN (PER CSU CLOMR) STORMTECH CHAMBER ISOLATOR ROW STORMTECH CHAMBER 100-YR FLOODWAY (PER CSU CLOMR) ELEC BRKR ELEC BRKR ELEC BRKR VAULT ELEC VAULT ELEC VAULT ELEC VAULT VAULT ELEC ELEC VAULT TELE VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR VAULT F.O. T T T ELEC VAULT ELEC T ELEC ELEC CONTROL IRR M CONTROL IRR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR T ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC T ELEC FO FO FO G G G G E E T T EE T X T T T T T T X X E E E E E E E E E E E E E E G G G G G G T T T T T T T T E E E E G E W G G G T T G E E E CTV EE E E W W G G G CTV CTV ST ST G G G G FO FO E G G G G G E E G G E FO SS SS SS G SS SS SS SS SS SS SS SS SS SS SS SS SS ST ST ST W W W W W W W W W W W W W W W W W W W W W ST D N UP UP X X X X X X X X X X X X X X X X X DN UP DN UP DN UP DN X TF TF TF TF X UNIVERSITY AVENUE SOUTH SHIELDS STREET CITY PARK AVENUE WEST ELIZABETH STREET WEST ELIZABETH STREET NICOL CAMPUS WEST 1205 W. ELIZABETH ST. A NICOL CAMPUS WEST LIMITED 1213 W. ELIZABETH ST. GLEASON/WESTSIDE INVESTMENTS LLC 1301 W. ELIZABETH ST. JDH2 INVESTMENTS LLC 1305 W. ELIZABETH ST. PHILLIPS DAVID J LIVING TRUST (.615) 1335 W. ELIZABETH ST. 160 1221 W. ELIZABETH ST. 100-YR FLOODWAY (PER CSU CLOMR) 100-YR FLOODPLAIN (PER CSU CLOMR) APPROXIMATE LOCATION EXISTING 6" WATER APPROXIMATE LOCATION EXISTING 6" WATER EXISTING 10" WATER EXISTING 8" SANITARY SEWER CONNECT TO EXISTING STORM INLET 100-YR FLOODWAY (PER CSU CLOMR) 100-YR FLOODPLAIN (PER CSU CLOMR) EXISTING STORM DRAIN APPROXIMATE LOCATION EXISTING FH APPROXIMATE LOCATION EXISTING FH EXISTING FH EXISTING FH 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 15' UTILITY EASEMENT 26' DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT 15' UTILITY EASEMENT PROPOSED SANITARY SERVICE PROPOSED WATER & FIRE SERVICES PROPOSED WATER & FIRE SERVICES PROPOSED WATER & FIRE SERVICES PROPOSED WATER & FIRE SERVICES PROPOSED SANITARY SERVICE PROPOSED SANITARY SERVICE PROPOSED SANITARY SERVICE PROPOSED STORMTECH CHAMBERS PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED FH PROPOSED FH UNIVERSITY AVENUE EXISTING STORM DRAIN (PRIVATE) BLDG A BLDG B BLDG C CHURCH BLDG 5' UTILITY EASEMENT 5' UTILITY EASEMENT 5' UTILITY EASEMENT SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING Sheet These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 18 C300 OVERALL UTILITY PLAN 7 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH ( IN FEET ) 1 inch = ft. 60 0 60 Feet 60 120 180 KEYMAP VAULT TELE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DN UP UP DN UP DN UP DN UP DN TF C301 C302 NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. 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 OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF CERTIFICATE OF OCCUPANCY. 9. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. 10. ALL EXISTING SANITARY SEWER SERVICE CONNECTION INVERTS AND LOCATIONS BASED ON BEST AVAILABLE DATA. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 11. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 13. CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE, FIBER, GAS, AND ELECTRIC LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY PROVIDERS. 14. CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS WITH ARCHITECT AND UTILITY PROVIDERS. 15. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED MECHANICAL/PLUMBING DRAWINGS. 16. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 17. THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY COMPANY AND/OR ENGINEER. 18. ALL CONDUIT PLACED BY THE CONTRACTOR FOR CABLE, PHONE AND INTERNET SHALL BE EQUIPPED WITH PULL TAPE AND LOCATE WIRE PER THE SPECIFICATIONS OF EACH UTILITY COMPANY. 19. ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE TRANSFORMER AND PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING MAIN TO EACH TRANSFORMER. THE COST OF THE PRIMARY LINE, TRANSFORMER, AND INSTALLATION OF THE SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 20. ELECTRIC TRANSFORMER PAD SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER WITH APPROVED ELECTRICAL PLANS. 21. GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL ALL GAS SERVICES AND METERS. THE COST OF ALL THE SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 22. A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION. 23. A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION WILL BE REQUIRED PRIOR TO ANY WORK OCCURRING WITHIN THE FLOODWAY. EXISTING WATER MAIN LEGEND: W G T CTV EXISTING STORM SEWER EXISTING CABLE EXISTING TELEPHONE EXISTING GAS PROPOSED SEWER SERVICE S EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED WATER SERVICE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT EASEMENT LINE PROPERTY BOUNDARY EXISTING LOTLINE W PROPOSED WATER MAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED ELECTRIC TRANSFORMER PROPOSED ELECTRIC E PROPOSED FIRE DEPARTMENT CONNECTION FDC PROPOSED FIRE SERVICE F EXISTING ELECTRIC E PROPOSED SUBDRAIN UD PROPOSED CABLE CTV PROPOSED FIBRE OPTIC FO PROPOSED GAS G 100-YR FLOODPLAIN (PER CSU CLOMR) STORMTECH CHAMBER ISOLATOR ROW STORMTECH CHAMBER 100-YR FLOODWAY (PER CSU CLOMR) G X E E E E T T E E E E T T T E E E E G T T ST ST ST ST ST / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / FO FO FO FO FO FO FO G G G G G G G G G G G G G G G E FO FO FO FO FO G FO E E E E E E E FO FO FO FO G G G G G G G G G G G G E E E E E E FO FO FO FO FO FO E E E E E E E E E E E E FO FO FO G G G G G G FO FO FO G G G G E FO FO FO E G E E E E E E FO FO FO FO FO FO FO FO E E E E E E W W W W / / / / / / / / / / / / / / / / / / / / / / / / FO E G G G / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / FO SS SS SS SS SS SS SS G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ST ST ST E E E E E W W W W W W W W W W W W W W W W W W W W W W ST ST NICOL CAMPUS WEST 1205 W. ELIZABETH ST. A NICOL CAMPUS WEST LIMITED 1213 W. ELIZABETH ST. W. ELIZABETH STREET (ROW VARIES) S. SHIELDS STREET (EXISTING 70' ROW) UNIVERSITY AVENUE (EXISTING 60' ROW) ±40' FL-FL ±27' FL-FL ±27' FL-FL APPROXIMATE LOCATION EXISTING 6" WATER EXISTING 8" SANITARY SEWER EXISTING PARKING LOT TO BE REMOVED EXISTING STORM INLET EXISTING DRIVEWAY TO BE REMOVED EXISTING WATER SERVICES TO BE REMOVED 10' UTILITY EASEMENT (TO BE VACATED BY THIS PLAT) 5' UTILITY EASEMENT (TO BE VACATED BY THIS PLAT) 15' UTILITY EASEMENT (TO BE VACATED BY THIS PLAT) 15' UTILITY EASEMENT (TO BE VACATED BY THIS PLAT) 5' UTILITY EASEMENT (TO BE VACATED BY THIS PLAT) 3' UTILITY EASEMENT (TO BE VACATED BY THIS PLAT) EXISTING 6' SIDEWALK TO BE REMOVED EXISTING CURB TO BE REMOVED 15' STORM WATER EASEMENT (TO BE VACATED BY THIS PLAT) 5' UTILITY EASEMENT EXISTING MONITORING WELL TO BE REMOVED(TYP.) 100-YR FLOODWAY 100-YR FLOODPLAIN (PER CSU CLOMR) (PER CSU CLOMR) EXISTING TREE TO BE REMOVED (TYP.) PROPOSED SAWCUT (TYP.) PROPOSED SAWCUT (TYP.) EXISTING CONCRETE PAN EXISTING UTILITY TO BE REMOVED EXISTING UTILITY TO BE REMOVED EXISTING UTILITY TO BE REMOVED EXISTING UTILITY TO BE REMOVED EXISTING STORM DRAIN EXISTING DRIVEWAY TO BE REMOVED EXISTING DRIVEWAY TO BE REMOVED APPROXIMATE LOCATION EXISTING FH APPROXIMATE LOCATION EXISTING FH EXISTING STORM DRAIN (PRIVATE) SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING Sheet These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 18 C101 DEMOLITION PLAN EXISTING CONDITIONS & 4 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED 8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 9. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1-JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. IF ACTIVE NESTS ARE FOUND, THE CITY ENVIRONMENTAL PLANNER WILL DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. 10. REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL TREE PROTECTION MEASURES. TREE PROTECTION NOTES: TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 OVER 19 15 LEGEND: EXISTING STORM SEWER EXISTING VALVE EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR SUBSURFACE EXPLORATION BY: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7. ADDITIONAL TREES NOT SHOWN ON THESE PLANS MAY EXIST AND MAY REQUIRE REMOVAL. COORDINATION OF WHICH TREES ARE TO REMAIN AND WHICH ARE TO BE REMOVED SHOULD BE COORDINATED WITH THE CITY FORESTER. REFER TO LANDSCAPE PLANS AND TREE MITIGATION PLAN FOR ADDITIONAL INFORMATION. 8. CONTRACTOR SHALL COORDINATE WITH FORT COLLINS UTILITY FIELD OPERATIONS DEPARTMENT AT (970) 221-6700 FOR WATER AND SEWER SERVICE ABANDONMENT. 9. NO DEMOLITION MAY OCCUR ONSITE UNTIL THE APPROPRIATE PERMITS AND APPROVALS HAVE BEEN ISSUED BY THE CITY. THIS INCLUDES, BUT IS NOT LIMITED, TO THE DEMOLITION OF STRUCTURES AND THE REMOVAL OF TREES. 10. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1-JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. 11. CURB GUTTER, AND SIDEWALK SHALL BE REMOVED TO NE NEAREST JOINT. 12. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION. 13. THE REMOVAL OF UTILITY MAINS AND/OR SERVICES FOR GAS, WATER, AND SANITARY SEWER SHALL BE REMOVED ENTIRELY TO THE ORIGINATING UTILITY MAIN PER CURRENT STANDARDS AND/OR REQUIREMENTS OF THE APPROPRIATE UTILITY COMPANY. 14. DOMESTIC WATER SERVICES FROM THE METER PIT OR CURB STOP WERE NOT LOCATED OR SHOWN ON THIS DRAWING. CONTRACTOR SHALL REMOVE THE ENTIRETY OF THE WATER SERVICES FROM THE ORIGINATING MAIN TO THE EXISTING BUILDING. 15. UTILITY METERS SHOWN ON THIS DRAWING TO BE REMOVED ARE SHOWN PER THE TOPOGRAPHIC SURVEY PERFORMED FOR THE PROJECT AND ONLY INCLUDE THOSE METERS THAT WERE CLEARLY VISIBLE OR ACCESSIBLE AT THE TIME OF THE SURVEY. CONTRACTOR SHALL NOTE THAT ADDITIONAL EXISTING METERS MAY BE PRESENT FROM THOSE SHOWN AND SHALL ACCOUNT FOR AND REMOVE ALL EXISTING METERS. 16. ELECTRIC SERVICES FOR EXISTING BUILDINGS TO BE REMOVED ARE SHOWN PER BEST INFORMATION AVAILABLE. CONTRACTOR SHALL NOTE THAT ADDITIONAL UNDERGROUND ELECTRIC SERVICES AND CONDUITS MAY BE PRESENT ON SITE. ALL EXISTING ELECTRIC SERVICE LINES TO BUILDINGS TO BE REMOVED SHALL ALSO BE REMOVED. ALL ELECTRIC REMOVALS OR RELOCATIONS SHALL BE COORDINATED WITH THE CITY OF FORT COLLINS UTILITIES DEPARTMENT PRIOR TO BEGINNING ANY UTILITY DEMOLITIONS. 17. REFER TO AND COORDINATE WITH THE SITE ELECTRICAL PLANS FOR ALL RELOCATED SITE OR STREET LIGHTING. ALL STREET LIGHT RELOCATIONS SHALL BE COORDINATED WITH THE CITY OF FORT COLLINS UTILITIES DEPARTMENT PRIOR TO BEGINNING ANY UTILITY DEMOLITIONS. 18. APPROVAL OF FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR ALL WORK PERFORMED IN THE 100-YR FLOODPLAIN. APPROVAL OF FLOODPLAIN USE PERMIT AND NO-RISE CERTIFICATION SHALL BE REQUIRED FOR ALL WORK PERFORMED IN THE 100-YR FLOODWAY. 19. CONTRACTOR TO COORDINATE PROTECTION OF EXISTING STREET LIGHTS WITH CITY STAFF. VAULT ELEC EXISTING CONCRETE TO BE REMOVED T WV EXISTING TREES (TO BE REMOVED) EXISTING ASPHALT TO BE REMOVED EXISTING GASLINE G EXISTING LOT LINE 100-YR FLOODPLAIN (PER CSU CLOMR) 100-YR FLOODWAY (PER CSU CLOMR) NOTES: TERRACON CONSULTANTS, INC. GEOTECHNICAL ENGINEERING REPORT LOMBARDY STUDENT HOUSING FORT COLLINS, COLORADO TERRACON PROJECT NO. 20185115 DATE: NOVEMBER 6, 2018 REVISED: DECEMBER 3, 2018 FLATIRONS, INC. PROJECT NO. 18-71,080 DATE: APRIL 2018 ADDITIONAL SURVEY: NORTHERN ENGINEERING SERVICES PROJECT NO. 1560-001 DATE: OCTOBER 2018 TF KEYMAP VAULT TELE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DN UP UP DN UP DN UP DN UP DN TF C100 C101 IRR T T T CONTROL IRR CONTROL IRR CONTROL IRR VAULT ELEC ELEC VAULT ELEC ELEC AC T ELEC ELEC FO FO FO FO T T T E E E T E T T X X G E E E E E E E E E X X X E E T T T T T T T T T T T T T T X X X X X E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G E T T T T T T T T T T T T T T T T T E E E E E E E E G G G E E G G G G G G G T T T T T E E CTV CTV T T T T G G G E E E E E E CTV CTV G G W W E E E E E X X X X E E E E E E G W W W W W G G G G G G G CTV CTV CTV CTV G E E W W W W / / / / / / / / / / / / / / / / / / / / / / / / SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ST W W W W W W W W W W W W W W W W W W W W W W W NICOL CAMPUS WEST LIMITED 1213 W. ELIZABETH ST. GLEASON/WESTSIDE INVESTMENTS LLC 1301 W. ELIZABETH ST. JDH2 INVESTMENTS LLC 1305 W. ELIZABETH ST. PHILLIPS DAVID J LIVING TRUST (.615) 1335 W. ELIZABETH ST. 160 1221 W. ELIZABETH ST. UNIVERSITY AVENUE (EXISTING 60' ROW) CITY PARK AVENUE (ROW VARIES) W. ELIZABETH STREET (ROW VARIES) ±40' FL-FL ±45' FL-FL EXISTING BUILDING TO BE REMOVED EXISTING BUILDING TO BE REMOVED EXISTING BUILDINGS TO BE REMOVED APPROXIMATE LOCATION EXISTING 6" WATER EXISTING 10" WATER EXISTING 8" SANITARY SEWER EXISTING BUILDING TO BE REMOVED EXISTING 4' SIDEWALK TO BE REMOVED EXISTING DRIVEWAY TO BE REMOVED EXISTING 5' SIDEWALK TO BE REMOVED EXISTING DRIVEWAY TO BE REMOVED EXISTING WATER SERVICE TO BE REMOVED EXISTING WATER SERVICE TO BE REMOVED 10' UTILITY EASEMENT (TO BE VACATED BY THIS PLAT) 5' UTILITY EASEMENT EXISTING WATER SERVICES TO BE REMOVED 5' UTILITY EASEMENT EXISTING TREE TO BE REMOVED (TYP.) EXISTING TREE (TYP.) EXISTING UTILITIES TO BE REMOVED PROPOSED SAWCUT (TYP.) EXISTING CONCRETE PAN 5' UTILITY EASEMENT 100-YR FLOODWAY (PER CSU CLOMR) 100-YR FLOODPLAIN (PER CSU CLOMR) EXISTING UTILITY TO BE REMOVED EXISTING UTILITY TO BE REMOVED EXISTING FH EXISTING FH EXISTING UTILITY MH EXISTING UTILITY MH EXISTING UTILITY MH SAINT JOHN XXIII AND LOMBARDY STUDENT HOUSING Sheet These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 18 C100 DEMOLITION PLAN EXISTING CONDITIONS & 3 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH 1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED 8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 9. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1-JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. IF ACTIVE NESTS ARE FOUND, THE CITY ENVIRONMENTAL PLANNER WILL DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. 10. REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL TREE PROTECTION MEASURES. TREE PROTECTION NOTES: TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 OVER 19 15 ( IN FEET ) 1 inch = ft. 30 0 30 Feet 30 60 90 KEYMAP VAULT TELE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DN UP UP DN UP DN UP DN UP DN TF LEGEND: EXISTING STORM SEWER EXISTING VALVE EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR SUBSURFACE EXPLORATION BY: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7. ADDITIONAL TREES NOT SHOWN ON THESE PLANS MAY EXIST AND MAY REQUIRE REMOVAL. COORDINATION OF WHICH TREES ARE TO REMAIN AND WHICH ARE TO BE REMOVED SHOULD BE COORDINATED WITH THE CITY FORESTER. REFER TO LANDSCAPE PLANS AND TREE MITIGATION PLAN FOR ADDITIONAL INFORMATION. 8. CONTRACTOR SHALL COORDINATE WITH FORT COLLINS UTILITY FIELD OPERATIONS DEPARTMENT AT (970) 221-6700 FOR WATER AND SEWER SERVICE ABANDONMENT. 9. NO DEMOLITION MAY OCCUR ONSITE UNTIL THE APPROPRIATE PERMITS AND APPROVALS HAVE BEEN ISSUED BY THE CITY. THIS INCLUDES, BUT IS NOT LIMITED, TO THE DEMOLITION OF STRUCTURES AND THE REMOVAL OF TREES. 10. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1-JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. 11. CURB GUTTER, AND SIDEWALK SHALL BE REMOVED TO NE NEAREST JOINT. 12. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION. 13. THE REMOVAL OF UTILITY MAINS AND/OR SERVICES FOR GAS, WATER, AND SANITARY SEWER SHALL BE REMOVED ENTIRELY TO THE ORIGINATING UTILITY MAIN PER CURRENT STANDARDS AND/OR REQUIREMENTS OF THE APPROPRIATE UTILITY COMPANY. 14. DOMESTIC WATER SERVICES FROM THE METER PIT OR CURB STOP WERE NOT LOCATED OR SHOWN ON THIS DRAWING. CONTRACTOR SHALL REMOVE THE ENTIRETY OF THE WATER SERVICES FROM THE ORIGINATING MAIN TO THE EXISTING BUILDING. 15. UTILITY METERS SHOWN ON THIS DRAWING TO BE REMOVED ARE SHOWN PER THE TOPOGRAPHIC SURVEY PERFORMED FOR THE PROJECT AND ONLY INCLUDE THOSE METERS THAT WERE CLEARLY VISIBLE OR ACCESSIBLE AT THE TIME OF THE SURVEY. CONTRACTOR SHALL NOTE THAT ADDITIONAL EXISTING METERS MAY BE PRESENT FROM THOSE SHOWN AND SHALL ACCOUNT FOR AND REMOVE ALL EXISTING METERS. 16. ELECTRIC SERVICES FOR EXISTING BUILDINGS TO BE REMOVED ARE SHOWN PER BEST INFORMATION AVAILABLE. CONTRACTOR SHALL NOTE THAT ADDITIONAL UNDERGROUND ELECTRIC SERVICES AND CONDUITS MAY BE PRESENT ON SITE. ALL EXISTING ELECTRIC SERVICE LINES TO BUILDINGS TO BE REMOVED SHALL ALSO BE REMOVED. ALL ELECTRIC REMOVALS OR RELOCATIONS SHALL BE COORDINATED WITH THE CITY OF FORT COLLINS UTILITIES DEPARTMENT PRIOR TO BEGINNING ANY UTILITY DEMOLITIONS. 17. REFER TO AND COORDINATE WITH THE SITE ELECTRICAL PLANS FOR ALL RELOCATED SITE OR STREET LIGHTING. ALL STREET LIGHT RELOCATIONS SHALL BE COORDINATED WITH THE CITY OF FORT COLLINS UTILITIES DEPARTMENT PRIOR TO BEGINNING ANY UTILITY DEMOLITIONS. 18. APPROVAL OF FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR ALL WORK PERFORMED IN THE 100-YR FLOODPLAIN. APPROVAL OF FLOODPLAIN USE PERMIT AND NO-RISE CERTIFICATION SHALL BE REQUIRED FOR ALL WORK PERFORMED IN THE 100-YR FLOODWAY. 19. CONTRACTOR TO COORDINATE PROTECTION OF EXISTING STREET LIGHTS WITH CITY STAFF. VAULT ELEC EXISTING CONCRETE TO BE REMOVED T WV EXISTING TREES (TO BE REMOVED) EXISTING ASPHALT TO BE REMOVED EXISTING GASLINE G EXISTING LOT LINE 100-YR FLOODPLAIN (PER CSU CLOMR) 100-YR FLOODWAY (PER CSU CLOMR) NOTES: TERRACON CONSULTANTS, INC. GEOTECHNICAL ENGINEERING REPORT LOMBARDY STUDENT HOUSING FORT COLLINS, COLORADO TERRACON PROJECT NO. 20185115 DATE: NOVEMBER 6, 2018 REVISED: DECEMBER 3, 2018 FLATIRONS, INC. PROJECT NO. 18-71,080 DATE: APRIL 2018 ADDITIONAL SURVEY: NORTHERN ENGINEERING SERVICES PROJECT NO. 1560-001 DATE: OCTOBER 2018 TF C100 C101