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Home My WebLink AboutPOWERHOUSE 2 - FDP220015 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANSS S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSS SSSSSSSSSSSSSSS VAULT ELEC GGGSSSSSSSS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSVAULT ELEC VAULT ELEC VAULT ELEC VAULT ELECHYD ELEC HY DT VAULT F.O.F.O. D CONTROL IRR CONTROL IRR GAS ELEC BRKR T S W W W W W W W W W W W W W W W W W WEEEEEEEEEEEEEEEEEEEEEEEEEEEFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGWWWWWWWWWFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FOTTTTTT T T T T T TTTTTT T T T T T T T T T T T T T T T T T T T T T T T WWWWWWW W W W W W W W W W W W W W W W W W W W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOGGGGGGGEEEEEFO FO FOFO GGGGGGGXE WWSWO WSSSSS SSSSSSSSSSOHUOHUD FE SGGGG G E E E E E/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FE S FE SFE SST STST STST ST VAULT ELEC GASSSSS / / / / / / / /S D GCTV CTV CTV CTV CTV G G G G G CTV CTV CTV CTV CTV CTV CTV CTV VAULT CABLE CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRRTFTFTFTFTFTFEMGMGUGEUGEUGEUGEUGES IRFWUD UD UD UD UD UD UDUDUDUD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD EXISTING 30' GAS LINE EASEMENT EXISTING 30' UTILITY & DRAINAGE EASEMENT PROPOSED 30' LAKE CANAL EASEMENT 24' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT 30' CANAL EASEMENT PER BRUSH MOBILE HOME P.U.D. 24.1' CITY TRAIL & UTILITY EASEMENT 15' CITY TRAIL & UTILITY EASEMENT POND OUTFALL A SEE SHEET ST1 PROPOSED BUILDINGNORTH COLLEGE AVENUEJEROME STREETPROPOSED 6" FIRE CONNECTION PROPOSED 3" WATER SERVICE AND METER PIT LAKE C A N A L 15' UTILITY EASEMENT JEROME STREET LLC, 216 E OAK ST JEROME STREET STATION LLC, 742 N COLLEGE AVE LMC VENTURES LLC, 742 N COLLEGE AVE CITY OF FORT COLLINS 405 N COLLEGE AVE MORAK KAREN LLC 622 N COLLEGE AVE CONNECT TO EXISTING GAS LINE PROPOSED GAS SERVICE & METER PROPOSED POND OUTLET STRUCTURE A AREA INLET CITY OF FORT COLLINS, 740 N COLLEGE AVE EXISTING 6" WATER EXISTING ELCO WATER MAIN PROPOSED BUS STOP EXISTING 21" SANITARY SEWER EXISTING 21" CLAY SANITARY SEWER EXISTING 8" WATER EXISTING FIRE HYDRANT PROPOSED 10' TRAIL EXISTING 8" WATER EXISTING 21" SANITARY SEWER EXISTING SANITARY SERVICE EXISTING 10" CLAY, LINED SANITARY SEWER EXISTING 18" STORM EXISTING 24" STORM EAST VINE DRIVE PROPOSED CURB CUT PROPOSED OUTDOOR LANDSCAPED AMPHITHEATER PROPOSED AREA INLET PROPOSED SANITARY MANHOLE EXISTING 12" SANITARY MAIN TO CONVERT TO SEWER SERVICE WITH THIS DEVELOPMENT CONNECT TO EXISTING 8" WATER MAIN. 100 YR FLOOD PLAIN (CURRENT EFFECTIVE) 500 YR FLOOD PLAIN (CURRENT EFFECTIVE) 100 YR FLOOD PLAIN (CURRENT EFFECTIVE) 100 YR FLOOD PLAIN (CURRENT EFFECTIVE) 500 YR FLOOD PLAIN (CURRENT EFFECTIVE) 100 YR FLOOD PLAIN (CURRENT EFFECTIVE) 500 YR FLOOD PLAIN (CURRENT EFFECTIVE) 100 YR FLOOD PLAIN (CURRENT EFFECTIVE) 500 YR FLOOD PLAIN (CURRENT EFFECTIVE)15' UTILITY EASEMENT15' UTILITY EASEMENT PROPOSED ROW TIE INTO EXISTING ELECTRICAL VAULT PROPOSED SCOUR-STOP PROPOSED SCOUR-STOP PROPOSED FH ASSEMBLY PROPOSED 1.5" IRRIGATION TAP PROPOSED 1.5" IRRIGATION METER PROPOSED ELECTRICAL TRANSFORMERS NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE LAKE C A N A L C E N T E R L I N E EMERGENCY ACCESS GATE 100 YR FLOOD PLAIN (CURRENT EFFECTIVE) 500 YR FLOOD PLAIN (CURRENT EFFECTIVE) VAULT F.O. RELOCATE EXISTING F.O. VAULT TO PKWY PROPOSED TYPE R INLET W/SNOUT & SUMP APPROXIMATELY 12' OF 12" PVC SLEEVE DRAINAGE EASEMENT (WIDTH VARIES) DRAINAGE EASEMENT (WIDTH VARIES) 5.15' DRAINAGE EASEMENT 5.15' DRAINAGE EASEMENT DRAINAGE EASEMENT (WIDTH VARIES) PROPOSED 30' UTILITY EASEMENT PROPOSED SCOUR-STOP PROPOSED POND OUTLET STRUCTURE B POND OUTFALL B SEE SHEET ST1 PROPOSED AREA INLET 20' OF 16" STEEL CASING TO BE PLACED AROUND 8" SANITARY PVC PROPOSED UNDERDRAIN PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER MANHOLE PROPOSED 8" PVC SEWER (SEE NOTE 11) 15' UTILITY EASEMENT 20' UTILITY AND DITCH PERMANENT EASEMENT (ANDERSON WHITEWATER PLAT) CONNECT TO EXISTING 12" DIP STORM DRAIN RAIN GARDEN 1 SEE SHEET RG1 PROPOSED UNDERDRAIN PROPOSED 6" FIRE SERVICE STORM DRAIN D SEE SHEET ST3 SOUTH RAIN GARDEN 1 SEE SHEET RG2 SOUTH RAIN GARDEN 2 SEE SHEET RG2 SOUTH RAIN GARDEN 3 SEE SHEET RG2 15.17 LF 10" HDPE @ 0.50% 12.52 LF 12" HDPE @ 0.50% 40.79 LF 12" HDPE @ 0.50% 47.01 LF 12" HDPE @ 0.50% 7.45 LF 12" HDPE @ 0.50% 26.16 LF 12" HDPE @ 0.50% 34.19 LF 12" HDPE @ 0.50% 13.62 LF 12" HDPE @ 0.50% 12.57 LF 15" HDPE @ 0.50%45.73 LF 10" HDPE @ 0.50% 15.74 LF 10" HDPE @ 0.50% 7.45 LF 15" HDPE @ 0.50% 106.41 LF 15" HDPE @ 0.50% 11.96 LF 10" HDPE @ 0.50% 48.23 LF 15" HDPE @ 0.50% STORM DRAIN C SEE SHEET ST3 SANITARY SEWER B SEE SHEET SS2 OFF SITE SANITARY SEWER SEE SHEET SS1 EXISTING GAS LINE 16.88 LF 15" HDPE @ 0.50% ROOF DRAIN CONNECTION E4 INV. IN=4965.87 (W) INV. OUT=4965.88 (E) ROOF DRAIN CONNECTION E3 INV. IN=4965.80 (W) INV. OUT=4965.80 (E) ROOF DRAIN CONNECTION E2 INV. IN=4965.57 (W) INV. OUT=4965.57 (E) ROOF DRAIN CONNECTION E1-7 INV. IN=4965.32 (E) INV. OUT=4965.32 (W) ROOF DRAIN CONNECTION E1-5 INV. IN=4965.02 (E) INV. OUT=4965.02 (W) ROOF DRAIN CONNECTION E1-1 INV. IN=4964.40 (E) INV. OUT=4964.40 (W) FES E INV. IN=4963.19 (S) DRAIN BASIN E5 (10'' Ø) E5 INV. OUT=4965.95 (E) DRAIN BASIN E1 (18'' Ø) INV. IN=4965.51 (W) INV. IN=4964.16 (E) INV. OUT=4963.72 (N) ROOF DRAIN CONNECTION E1-2 INV. IN=4964.46 (E) INV. OUT=4964.46 (W) DRAIN BASIN E1-10 (12'' Ø) INV. OUT=4965.66 (W) DRAIN BASIN E1-9 (15'' Ø) INV. IN=4965.53 (E) INV. OUT=4965.53 (N) DRAIN BASIN E1-3 (18'' Ø) INV. IN=4964.75 (S) INV. OUT=4964.50 (W) DRAIN BASIN E1-6 (12'' Ø) INV. IN=4965.08 (E) INV. OUT=4965.08 (W) DRAIN BASIN E1-4 (15'' Ø) INV. IN=4964.81 (E) INV. OUT=4964.81 (N) DRAIN BASIN E1-8 (15'' Ø) INV. IN=4965.49 (S) INV. OUT=4965.49 (W) FES F INV. IN=4960.50 (NW) FES F1 INV. OUT=4960.58 (SE) INLET G1 INV. OUT=4958.48 (S) 4.24 LF 12" HDPE @ 0.50% FES G INV. IN=4958.46 (N) UPHAM FREDERICK M KUNDLA TODD J 209 E. VINE DRIVE PROPOSED 88.5' ROW ELECTRIC METER STORM DRAIN G STORM DRAIN F STORM DRAIN E PROPOSED UNDERDRAIN CONNECT UNDERDRAIN TO STORM DRAIN C SheetPOWERHOUSE 2These 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 SETof 35 OU1 UTILITY PLAN6 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 THE CITY OF FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS 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 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR STANDARDS. 9.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. 10.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 11.APPLICANT AND STAFF ARE CURRENTLY WORKING TO DETERMINE AN IMPROVEMENT OF THE EXISTING SEWER LINE THAT WOULD HAVE LESS IMPACT ON EXISTING FACILITIES INCLUDING OPTIONS THAT WOULD REDUCE THE TOTAL LENGTH OF THE NEW 8” PVC PIPE. ONCE AN ALTERNATIVE AGREEABLE BY BOTH CITY AND OWNER IS FOUND, IT WILL BE INCORPORATED DURING FINAL DESIGN. 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 PROPOSED UNDERDRAIN UD PROPOSED UNDERGROUND ELECTRICAL UGE UGE SWALE FLOW LINE PROPOSED LANDSCAPING ROCK & ROCK WALL NATURAL HABITAT BUFFER ZONE (NHBZ) 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 FDC