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Home My WebLink AboutKECHTER FARM MIXED-USE TOWNHOMES - PDP210006 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (3)VAULT F.O. D S FOFOFOFOFOFOX XXXXXXXXXFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOEAST TRILBY ROAD ZIEGLER ROADD D D SSSWW WW WWSSSSSSS SSSSSSS SSSSS S SSSSE T TTT T T EEEEEEEEEEEE EEEEE EEGGGGGGG G G G G G GGGGGGGGGGGGGGGGGGGGE E E E E E E E E E E E E E E E EEE 24' - SANITARY SEWER A(W) SEE SHEET SS1 SANITARY SEWER A(E) SEE SHEET SS2 STORM DRAIN A SEE SHEET ST1 STORM DRAIN A SEE SHEET ST1 STORM DRAIN A2 SEE SHEET ST3 STORM DRAIN A(S) SEE SHEET ST2 STORM DRAIN A2-2 SEE SHEET ST4 STORM DRAIN A2-5 SEE SHEET ST4 SANITARY SEWER A3 SEE SHEET SS1 1.5" WATER SERVICE &METER (TYP.) 4" SANITARY SERVICE (TYP.) CONNECT TO EXISTING SANITARY SEWER MANHOLE CONNECT TO EXISTING 36" STORM DRAIN CONNECT TO EXISTING WATER LINE CONNECT TO EXISTING WATER LINE STA. 10+00.00 CONNECT TO EXISTING 8"x8" TAPPING SLEEVE 8" TAPPING VALVE w/ TB (S) N:100484.01 E:210221.88 STA. 11+46.91 45.00° BEND w/ TB N:100344.86 E:210240.63 STA. 14+44.13 45.00° BEND w/ TB N:100315.97 E:210525.88 STA. 15+43.23 45.00° BEND w/ TB N:100224.62 E:210544.57 PROJECT BOUNDARY BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 STA. 11+20.40 45.00° BEND w/ TB N:100363.61 E:210221.88 STA. 15+16.78 45.00° BEND w/ TB N:100243.32 E:210525.87 STA. 12+86.59 8"x6" TEE w/ TB 1 - FH ASSEMBLY (N) 1 - 6" GV (N) 1 - 8" GV (E) N:100344.86 E:210380.31 26.51 LF 8" PVC S45°00'00"E 40.86 LF 8" PVC S44°59'41"E 26.44 LF 8" PVC S45°00'00"E 139.69 LF 8" PVC N90°00'00"E 72.65 LF 8" PVC S00°00'28"W 93.24 LF 8" PVC S89°47'23"E120.40 LF 8" PVCS00°00'00"E24' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT STORM DRAIN A2-5.1 SEE SHEET ST4 STORM DRAIN A(S)-1 SEE SHEET ST2 STA. 16+36.46 CONNECT TO EXISTING 8"x8" TAPPING SLEEVE 8" TAPPING VALVE w/ TB (W) N:100224.28 E:210637.81 9' UTILITY EASEMENT 9' UTILITY EASEMENT GAS LINE (SIZING TO BE DETERMINED) GAS LINE ELECTRIC LINE ELECTRIC LINE POWER TRANSFORMER (TYP.) SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 25 OU1 OVERALL UTILITY PLAN5 NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 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 CONSTRUCTION SHALL BE PER FORT COLLINS-LOVELAND WATER DISTRICT DESIGN STANDARDS, LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER CITY OF FORT COLLINS STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL SEWER CONSTRUCTION SHALL BE PER FORT COLLINS-LOVELAND WATER DISTRICT DESIGN STANDARDS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM OF 5' AND MAXIMUM OF 6' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.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. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11.ALL WATER SERVICES SHALL BE 3 4" UNLESS OTHERWISE NOTED. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV 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. before you dig.Call R All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. District Engineer Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT