Loading...
HomeMy WebLinkAboutSAINT JOHN XXIII CATHOLIC CHURCH AND LOMBARDY STUDENT HOUSING - PDP190001 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (5)UD UD UD UD UD UD UD UD UD UD UD UD UD UD F W F F S F S S S F E FDC FDC FDC FDC E E E E E E E E E E E E E S VAULT ELEC VAULT ELEC VAULT ELEC FDWH E E E E E E S W F W W G G G G W V AULT F.O. VAULT ELEC TELE UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD F F W F S S FDC FDC E E E E E E E E E E E E E E E E E S V AULT ELEC FDWH E E E E E E E E E E S F G F W G G W B M FO FO FO FO FO FO FO 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 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 W 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 W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W DN UP DN DN DN DN X X X X X X X X X X X X X X X TF TF X X DN X X X 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 100-YR FLOODPLAIN 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 4" SANITARY SERVICE PROPOSED STORMTECH CHAMBERS PROPOSED STORM DRAIN 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 6" FIRE SERVICE PROPOSED 2" 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 PROPOSED 4" WATER METER PROPOSED ROOF DRAIN CONNECTION PROPOSED STORM DRAIN 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 10' 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 PROPOSED 8" SANITARY SERVICES PROPOSED AREA PROPOSED AREA DRAIN BASIN DRAIN BASIN PROPOSED AREA DRAIN BASIN PROPOSED AREA DRAIN BASIN APPROXIMATE FUTURE 100-YR FLOODPLAIN 100-YR FLOODPLAIN PROPOSED 2" WATER SERVICE PROPOSED 2" WATER METER 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 STORMTECH CHAMBER ISOLATOR ROW STORMTECH CHAMBER 100-YR FLOODWAY PROPOSED FIRE DEPARTMENT WALL HYDRANT FDWH VAULT ELEC VAULT ELEC C VAULT ELEC VAULT ELEC FO FO FO ELEC C ELEC BRKR ELEC BRKR 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 ST W W W W W W W W W W W W W W W W W W W W W ST V AULT ELEC W W W W W SS SS SS SS SS SS SS SS D N UP DN DN DN DN X X X X X X X X X X X X X X TF TF TF TF X DN 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 100-YR FLOODPLAIN 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 100-YR FLOODPLAIN 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 10' UTILITY EASEMENT PROPOSED SANITARY SERVICE PROPOSED WATER & FIRE SERVICES PROPOSED WATER SERVICES PROPOSED WATER & FIRE SERVICES PROPOSED WATER & FIRE SERVICES PROPOSED SANITARY SERVICES PROPOSED SANITARY SERVICE PROPOSED SANITARY SERVICE PROPOSED STORMTECH CHAMBERS PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED WALL FIRE HYDRANT 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 PROPOSED FIRE SERVICE APPROXIMATE FUTURE 100-YR FLOODPLAIN INSTALL SSMH APPROXIMATE LOCATION EXISTING 6" WATER APPROXIMATE LOCATION EXISTING 15" SANITARY SEWER APPROXIMATE LOCATION EXISTING FH INSTALL SSMH INSTALL SSMH 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 STORMTECH CHAMBER ISOLATOR ROW STORMTECH CHAMBER 100-YR FLOODWAY PROPOSED FIRE DEPARTMENT WALL HYDRANT FDWH