The URL can be used to link to this page

Home My WebLink AboutSANCTUARY ON THE GREEN - PDP210018 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (6)XOHU OHU OHU OHU OHU OHU OHU OHU SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SS SS SSSSSSSSSSSSSS SS SS SS SSOHUOHUOHUOHU GGXGOHU OHU OHU OHUXXX GGGEEEWWWE W W G G W W W W EEEE E EEEEG G G G X XEGG G G G GWWW E E GGWGOHUXOHUOHUOHUOHUOHUG EEEWEEE GGG G G G G G EOHU OHU WGGEWWWWGGGGGGGGWEEEEOHUOHUOHUOHUEGGGGGGGWGGGGWWGGGGGGWWWWWWWXXOHUOHUOHUGGGGXXXXXXXXXXXOHUOHUXXXOHUOHUOHUOHUOHUX X SS SS SS SS SS ST STSTST ST SSSSSSST ST ST ST OHU OHU OHU OHU OHU OHU X XX XX XX X XXXX X X XXX STSTMH V.P. VAULTELEC V.P. T VAULT F.O. ELEC ELEC ELEC BRKRE CABLE CABLETT CELEC CABLE FE SCABLE B M T TELE D CABLE TELE TELE F.O. F.O. S VAULTF.O. S W F.O. GAS HY DM WCS M M S M M S S EELEC C MH D MMMMM W VAULT ELEC T MCSH2OMM S C S HY DVAULT ELEC W D CS W WCSF E SW M M T W V.P.V.P.V.P.V.P.V.P. C VAULTF.O. T VAULTELEC M HY DGAS M V.P.VAULT ELECT M C CS C VAULTELEC GAS M M W M CT VAULTELEC C W MMMMMMMM VAULTELEC H2O W CS CABLE ELEC W S W G S HY D VAULTCABLE CABLE TRAFFICVAULT VAULTELEC VAULT ELEC ELEC TELECABLE CABLE TELE TELE VAULT CABLE F.O. W TELE VAULTELEC ELEC VAULT ELEC VAULT ELEC CONTROLIRR W F.O. TELEMTELEMTELE VAULTELEC TELEM VAULT TELE VAULTCABLE VAULTCABLE VAULTF.O. GAS TELE CONTROL IRR CONTROLIRR CONTROLIRR HY DM VAULT ELEC T SVAULTELEC CONTROLIRR CONTROLIRR CONTROLIRR CONTROLIRR TELE TELE CONTROL IRR CONTROLIRR F.O. VAULTELEC VAULT F.O.TELE VAULT CABLE GAS CONTROL IRR CONTROLIRR CONTROLIRR WH2O G C SW CSW CSW C S H2O TGAS F.O. S M C S HY DVAULT F.O. VAULT ELEC VAULT CABLEVAULTCABLE CABLE MH D MH D M TESTSTA CT T VAULTELEC V.P. T M M VAULTELEC VAULT ELEC CONTROLIRR CONTROL IRR VAULT ELECT S VAULT F.O. VAULT F.O. VAULTCABLE S MH MHW G ELECELECELEC ELEC C S CS TT TVAULTELEC W M S F.O. VAULT F.O. ELEC CONTROL IRR V.P. V.P.V.P. V.P. M E CS MW F.O. D D VAULT ELEC VAULTCABLE ELEC VAULT ELEC D MW MW ELEC TFES C T M FE SMW VAULTELEC T S T SVAULT ELEC VAULTELEC T SVAULTELEC T SVAULT ELEC GAS S VAULT ELEC D S VAULTELEC VAULTCABLEC VAULT ELEC VAULTELEC W CVAULT CABLEVAULTELEC S S S S S S TELE T TH TH X XXXWWVAULT ELEC TSALPOLYND D D ON OTPOLLTEUCTILEIRON RAINSTOWATERWAYS U TSALPOLYN DD DONOTPOLLTEUCTILEIRONRAINSTOWATERWA YS USD SDTSALPOLYND D D ONOTPOL LTE UCTILEIRONRAINS TOWATERWAYS U TSALPOLYND DDONOTPOLLTEUCTILEIRONRA INSTOWATERWAYSU TSALPOLYND DDONOTPOLLTEUCTILEIRONRAIN STOWATER WAYS U TSALPOLYND DD ONO TPOLLTE UCTILEIRONRAINSTOWA TERWAYS U SD SD SD TSALPOLYND D DONOTPOLLTE UCTILEI RON RAINSTOWATERWAYSU TS ALPO LYNDDDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU TSALPOLYND D DONOTPOLLTE U CTILEIRON RAINSTOWATERWAYSU TSALPOLYND D D ONOTP OLLTEUCTILEIR ONRAINSTO WATERWAYS U TSALPOLYND D DONOTPOLLTEUCTILEIRONRA INSTOWATERWAYSU TSALPOLYN DDDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYSU SDSDSDSDSDSDSDSDSD SD SD SD SD SD SD TSALPOLYNDD DONOTPOLLTEUC TILEI RO NRAINSTOWATERWAYSU TSALPOLYND D DONOTPOLLTE UCTILEIRO N RAINSTOWATERWAYSUSD SD SD SD SD SD SD SD TSALPOLYND DD ONOTP OLLTE UCTILEIRONRAINSTO WATERWAYS USBSB SBSB SBSB SB SB SB SB SB SB SBSB SB TSALPOLYND DD ONOTPOLLTE UCTILEIRONR AINSTOWATERWAYSU TSALPOLYND D D ONOTPOLL TEUCTI LEIRONRAIN STOWATERWAYSU TSALPOLYND DD ONOTPOLLT EUCTILEIRONRA INSTOWATERWAYSU TSALPOLYND DD ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYSU TSALPOLYNDD DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU TSALPOLYND D DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS U NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS TSALPOLYND DD ON OTPOLLTEUCTILEIRON RAINSTOWATERWAYSU TSALPOLYNDDDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU N IMPALA DRIVEIRISH DRIVEWEBB AVENUEOWNER KIRK WILSON W CHERRY STREET OWNER KIRK & DEBRA WILSON 320 N SUNSET STREET OWNER KIRK WILSON 310 N SUNSET STREET OWNER FRANK ERNSET 242 N SUNSET STREET OWNER KIRI SAFTLER 230 N SUNSET STREET OWNER POUDRE R-1 SCHOOL DISTRICT 2444 LAPORTE AVE OWNER POUDRE R-1 SCHOOL DISTRICT 2444 LAPORTE AVE OWNER FORREST SCHRUPP 2318 LAPORTE AVE OWNER CALVARY BAPTIST TEMPLE 2420 LAPORTE AVENUE OWNERRICHARD & DIXIELOYD2316 LAPORTEAVENUEOWNERSYDNE ARCHAMBAULT2314 LAPORTE AVENUEOWNERCURTIS LYONSLAPORTE AVENUEOWNERALEX OZOLS2224 LAPORTE AVENUEOWNERDANNY ROGERS2214 LAPORTE AVENUEOWNERROBERT JONES2218 LAPORTE AVENUEOWNER JOSEPH LASALA 2216 LAPORTE AVENUE OWNER KURT VATTANO PENNSYLVANIA STREETOWNER WILLIAM GREYBAR 413 N TAFT HILL ROAD OWNER ANDREA GABEL 420 N IMPALA DR. OWNER CITY OF FORT COLLINS LAPORTE AVENUE LAPORTE AVENUE N TAFT HILL ROADLAPORTE AVENUE S IMPALA DRIVEBRIARWOOD ROADOWNER FAITH REALTY OWNER MIRANDA SPINDEL 330 N TAFT HILL ROAD OWNER LAPORT OUTREACH MINISTRIES INC. 220 N TAFT HILL ROAD OWNER CITY OF FORT COLLINS OWNER 7-ELEVEN 200 N TAFT HILL ROAD OWNER CITY OF FORT COLLINS OWNER POUDRE R-1 SCHOOL DISTRICT 2444 LAPORTE AVE OWNER POUDRE R-1 SCHOOL DISTRICT 2444 LAPORTE AVE ACCESS DRIVENE W M E R C E R D I T C H NEW MERCER D ITCH NEW M E R C E R D I T C H GREEN ACRES SUBDIVISION GREEN ACRES SUBDIVISION BELLWETHER FARM SUBDIVISION STORM LINE 2 STORM LINE 1 STORM LINE 3 CONNECT TO EXISTING WATERLINE CONNECT TO EXISTING WATERLINE STORM LINE 4 STORM LINE 7 STORM LINE 9 STORM LINE 8 STORM LINE 10 STORM LINE 13 STORM LINE 11 PROPOSED 8" SANITARY PROPOSED 8" WATER PROPOSED 8" SANITARY PROPOSED 8" WATER PROPOSED 8" SANITARY PROPOSED 8" WATER PROPOSED FH PROPOSED FH PROPOSED FH PROPOSED FH PROPOSED FH PROPOSED FH PROPOSED FH PROPOSED FH PROPOSED FH PROPOSED FH PROPOSED FH PROPOSED FH PROPOSED FH PROPOSED FH STREET A STREET ASTREET A STREET BCONNECT TO EXISTING SANITARY MANHOLE PROPOSED STORM TECH CHAMBERS A6 PROPOSED FH PROPOSED FH PROPOSED FH CLUBHOUSE STORM LINE 6 STORM LINE 5 PROPOSED STORM TECH CHAMBERS B3 PROPOSED 8" SANITARY PROPOSED 8" WATER PROPOSED FH PROPOSED FH PROPOSED CONCRETE WEIR WITH NOTCH AND WATER QUALITY PLATE PROPOSED STORM TECH CHAMBERS C2 PROPOSED FH PROPOSED FH PROPOSED 8" SANITARY PROPOSED 12" SANITARY PROPOSED FH STORM LINE 12 PROPOSED CONCRETE APRON DETENTION POND 3 DETENTION POND 2 DETENTION POND 1 DETENTION POND 4 DETENTION POND 5 RAIN GARDEN D5 RAIN GARDEN D3 RAIN GARDEN B2 RAIN GARDEN D3 RAIN GARDEN C5 RAIN GARDEN C6 RAIN GARDEN D4 PROPOSED STORM TECH CHAMBERS A5 CONNECT TO EXISTING SANITARY LINE CONNECT TO EXISTING SANITARY LINE PROPOSED 8" WATER PROPOSED 8" SANITARY PROPOSED 8" WATER NATURAL HABITAT BUFFER NATURAL HABITAT BUFFER STORM LINE 14 PROPOSED 8" WATER B M KEYMAP LAPORTE AVE.TAFT HILL RD.SheetSANCTUARY ON THE GREENSThese 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 30 NORTH C2.00OVERALL UTILITY PLAN6 ( IN FEET ) 1 inch = ft. Feet0120120 120 240 360 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W G T E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY SPROPOSED SEWER SERVICE WPROPOSED RESIDENTIAL WATER SERVICE SDPROPOSED SUBDRAIN 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS CONSTRUCTION STANDARDS, LATEST EDITION. 3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 4.ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 6.DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. 7.ALL SINGLE FAMILY ATTACHED AND DETACHED UNITS SHALL BE SERVICED BY STANDARD INTERIOR SETTING 3/4IN WATER METERS (FORT COLLINS DETAIL 14). 9-PLEX CONDOS SHALL BE SERVICED BY 1 1 2" WATER METERS AND 12-PLEX CONDOS SHALL BE SERVICED BY 2" WATER METERS. 8.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. 9.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL, LANDSCAPING). 10.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE 100-YEAR FLOODPLAIN. 11.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. THIS WILL HELP PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL FEATURES INTO THE FUTURE. NOTES: PROPOSED FIRE SERVICE F PROPOSED ELECTRIC E PROPOSED WATER METER PROPOSED ELECTRIC VAULTS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R C2.03 C2.04 C2.05 C2.01 C2.02 G GGWWSSSW W SSGGGGGGGGGGGGG G GGGGGWGGGGS W SSDSDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SSD SD SD GGGGG G GEEE EEEEEEEE E E E E E E E E EE EE EEEEEEEEEEESDSDTSALPOLY ND D D ONOT POLLTE UCT ILEIRON RA INSTOWA TERWAYS U SD SD TSALPOLYN D D D ONOT POLLTE UCTILEI RONRA IN STOWATERWAYS U TSALPOLYN D D D ONOTPO LLTE UCTI LEIRON RAINST OWATERWAYS U WWWWWWWWWSSSSSSSSSSSSWWWWWW W W W W S S S S S NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS EEE EESSSS SS SS SS SS SS SS SS SS OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUXXXXXXXXXXXXXXXXXXST ST ST ST ST ST ST ST ST ST ST ST XXX X X X X X X X X CABLE F E SCABLE CABLE TELE S N IMPALA DRIVEOWNERIRISH DRIVEOWNER LAURA LARSON 320 N IMPALA DR. OWNER SETH MCEWAN 324 N IMPALA DR. OWNER MARGOT STREFFENHAGEN 400 N IMPALA DR. OWNER VERNON BONDURANT 404 N IMPALA DR. OWNER PLEASANT VALLEY PROPERTIES LLC 408 N IMPALA DR. OWNER ANTHONY NEYLON 412 N IMPALA DR. OWNER MARY & PAUL WEIXELMAN 416 N IMPALA DR. OWNER ANDREA GABEL 420 N IMPALA DR. OWNER WEST VINE BUNGALOWS HOMEOWNERS N E W M E R C E R D I T C H SSMH A9 INV. IN=5048.80 (SW) INV. OUT=5048.60 (NE) FG=5064.53 SSMH A10 INV. IN=5049.13 (NW) INV. IN=5051.91 (SE) INV. OUT=5048.93 (NE) FG=5063.81 175 . 0 6 L F @ 0 . 4 0 % 30.31 LF @ 0.40% 17' 8' U.E. 5' U.E. EXISTING 12" SANITARY SEWER 26' EOC-EOC EXISTING WETLANDS EASEMENT EXCLUSION (TYP.) STORM LINE 7 STORM LINE 8 STORM LINE 10 PROPOSED FIRE HYDRANT8' SIDEWALK6' SIDEWALK8' SIDEWALKEASEMENT EXCLUSION (TYP.) PROPOSED SUBDRAIN PROPOSED SUBDRAIN PEDESTRIAN BRIDGE TRASH ENCLOSURE (TYP.) PROPOSED FIRE HYDRANT 5' S I D E W A L K 12' G R A V E L D I T C H A C C E S S R O A D TOP OF DITCH PROPOSED 5' GRAVEL BIORETENTION PROPOSED WATER CASING PROPOSED FIRE HYDRANT EASEMENT EXCLUSION (TYP.) NATURAL HABITAT BUFFER ZONE 29' DETENTION POND 2 RAIN GARDEN B2 DETENTION POND 3 PROPOSED RETAINING WALL 24' 5' SIDEWALK 6' SIDEWALK 5' SIDEWALKNEW MERCER DITCH EASEMENT (WIDTH VARIES) LOT 14 LOT 12 LOT 13 LOT 15 LOT 5 LOT 32 LOT 35 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 34 LOT 33 LOT 30 LOT 31 LOT 1 LOT 4 LOT 3 LOT 2 LOT 39 LOT 38 LOT 37 LOT 36 LOT 2 LOT 1 BLOCK 3 BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 6 TRACT Y UD&AE TRACT Q UDA&EAE 92.77 LF @ 0.40% SSMH A12 INV. IN=5050.64 (S) INV. OUT=5050.44 (NE) FG=5064.30 104.14 LF @ 0.40%116 . 8 8 L F @ 0 . 4 0 % SSMH A11 INV. IN=5052.71 (NW) INV. IN=5050.03 (SW) INV. OUT=5049.83 (SE) FG=5063.30 SSMH A11-1 INV. IN=5053.38 (N) INV. OUT=5053.18 (SE) FG=5062.85 118.49 LF @ 0.40% SSMH A11-2 INV. OUT=5053.85 (S) FG=5063.10 B M KEYMAP LAPORTE AVE.TAFT HILL RD.SheetSANCTUARY ON THE GREENSThese 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 30 NORTH C2.01UTILITY PLANS7 ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W G T E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY SPROPOSED SEWER SERVICE WPROPOSED RESIDENTIAL WATER SERVICE SDPROPOSED SUBDRAIN 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS CONSTRUCTION STANDARDS, LATEST EDITION. 3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 4.ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 6.DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. 7.ALL SINGLE FAMILY ATTACHED AND DETACHED UNITS SHALL BE SERVICED BY STANDARD INTERIOR SETTING 3/4IN WATER METERS (FORT COLLINS DETAIL 14). 9-PLEX CONDOS SHALL BE SERVICED BY 1 1 2" WATER METERS AND 12-PLEX CONDOS SHALL BE SERVICED BY 2" WATER METERS. 8.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. 9.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL, LANDSCAPING). 10.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE 100-YEAR FLOODPLAIN. 11.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. THIS WILL HELP PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL FEATURES INTO THE FUTURE. NOTES: PROPOSED FIRE SERVICE F PROPOSED ELECTRIC E PROPOSED WATER METER PROPOSED ELECTRIC VAULTS MATCHLINE-SEE SHEET C2.02C2.03 C2.04 C2.05 C2.01 C2.02 MATCHLINE-SEE SHEET C2.04 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R SSS SS SS SSWWWW G G G GGGWWWWWSSDSDSDSDSDSDSDSDSDSD SWWSWWWSWWWWWSSSSSSSSSSSSSSSSSSSSSWWWWWWWWSSSSWWWWWWWWWWWWWWSSSSWWWWWSSSSWWWSS S SSS WWWWWWW W WW WW W S S S S S S WW W W W W W SSS S S S W W GGGGGG G G G G G G G G G G G G G G G G G GGGGGGGGGGG GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGS S S WWWWW W W WWW W W S S SSS S S S W W W W W W W WWWSDS WSW SW W SWWWWWWTS ALPOL YND D D ONO TPOLLT E UCTILEI RONRA INS TOWATERWAYS U SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSD GGGGGGGGGGGG G G G G G G G G GGGE E E E E E E E E E EEEEEEEEEEEEEE E E E E E E E E E E E E E E E E E EEEEEEE EEEEE EEEE EEEEEEEEEEEEEEEEEEEEEEEE E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EEEE EEE SDTSALPOLYND D D ON OTPOLL TE UCTILE IRONR AINSTOWATERWAYS U SSSSSSSSSSSSSSSFS S S S SS S S S SDSD101.51 LF @ 0.40% SS SS SS SSSSSSSSSSSSSSSSSSSS OHUOHUOHUOHUOHU OHU EEEETTTGGGWWWGGGGGFOFOFOFOWCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTVCTVCTVCTVCTVCTVCTVCTVCTVGGGGGGGGGGGGGFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWWWWWWWWWWWWWWWWWWWWWWWWWGXXXXXXXCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUGGGGGGGGGGGGCTVFO CTVTTTTTTTTTTTTTTTTTTTOHUOHUOHUOHUOHUOHUOHUOHUXXXOHUOHUSS SSSTSTST ST ST ST XXXXXXXXXXXVAULT F.O. ELEC ELEC ELEC BRKRE CABLE CABLETT CELEC T D TELE F.O. F.O. S VAULT F.O. S W M M T W TH TH VAULT ELEC OWNER WILLIAM GREYBAR 413 N TAFT HILL ROAD N TAFT HILL ROADOWNER MIRANDA SPINDEL 330 N TAFT HILL ROAD OWNER CITY OF FORT COLLINS OWNER WEST VINE BUNGALOWS HOMEOWNERS NEW MERC E R D I T C H SSMH A8 INV. IN=5047.88 (SW) INV. OUT=5047.68 (NE) FG=5064.54 SSMH A4-6 INV. OUT=5051.66 (NE) FG=5065.02 SSMH A7 INV. IN=5047.16 (SW) INV. OUT=5046.96 (E) FG=5060.03 SSMH A4-5 INV. IN=5051.45 (SW) INV. OUT=5051.35 (NE) FG=5064.19 SSMH A5-1 INV. IN=5049.68 (W) INV. OUT=5049.48 (N) FG=5059.05 SSMH A5-2 INV. IN=5050.44 (W) INV. OUT=5050.24 (E) FG=5059.82 SSMH A6 INV. IN=5046.41 (W) INV. OUT=5046.21 (E) FG=5057.28 SSMH A4-4 INV. IN=5050.89 (SW) INV. OUT=5050.79 (E) FG=5062.28 SSMH A5 INV. IN=5049.07 (S) INV. IN=5045.80 (W) INV. OUT=5045.60 (E) FG=5056.65 SSMH A4-3 INV. IN=5050.56 (W) INV. OUT=5050.46 (E) FG=5061.31 SSMH A4-2 INV. IN=5050.02 (W) INV. OUT=5049.92 (E) FG=5059.45 SSMH A2 INV. IN=5043.47 (N) INV. OUT=5043.27 (S) FG=5057.51 SSMH A4 INV. IN=5045.20 (W) INV. IN=5048.37 (N) INV. OUT=5045.00 (S) FG=5056.03 SSMH A4-1A INV. OUT=5049.72 (W) FG=5058.15 SSMH A4-1 INV. IN=5048.98 (W) INV. IN=5048.98 (E) INV. OUT=5048.78 (S) FG=5057.66 139.19 LF @ 0 . 4 0 % 129. 4 1 L F @ 0. 4 0 %180.42 LF @ 0.40 % 99.40 LF @ 0.40%103.00 LF @ 0.40%140.14 LF @ 0.40%103.53 LF @ 0.40%231.63 LF @ 0.41% 111.18 LF @ 0 . 4 0 % 58.03 LF @ 0.40% 114. 5 6 L F @ 0. 4 0 %53.63 LF @ 0.40 % 36' FL-FL 57' ROW 20' EOC-EOC 26' EOC-EOC 30' PROPOSED 42' HALF ROW EXISTING 40' HALF ROW 30' 8' U.E. 26' EOC-EOC 36' FL-FL 57' ROW PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT 25' EOC-EOC 30' 8' A.E. (TYP.) PROPOSED 42' HALF ROW EXISTING 40' HALF ROW PROPOSED 4'X16' BOX CULVERT CONNECT TO EXISTING 12" WATERLINE STORM LINE 13 8' SIDEWALK 6' SIDEWALK 6' SIDEWALK3' SIDEWALK3' SIDEWALK3' SIDEWALK6' SIDEWALKPROPOSED FIRE HYDRANT STORM LINE 11 9' U.E.9' U.E. PEDESTRIAN CROSSWALK 6' S IDEWALK 12' GRA V E L D I T C H A C C E S S R O A D 8' A.E. 5' S I D E W A L K PROPOSED SUBDRAIN PROPOSED FIRE HYDRANT STREET C STREET BSTORM LINE 11 SSCO A3-2 INV. OUT=5048.79 (S) FG=5057.71174.64 LF @ 0.40%121.08 LF @ 0.40% (PRIVATE)110.01 LF @ 0.40% SSMH A3-1 INV. IN=5048.31 (N) INV. IN=5048.31 (S) INV. OUT=5048.11 (W) FG=5058.63 69.64 LF @ 0.40% (PRIVATE) SSCO A3-1A INV. OUT=5048.59 (N) FG=5058.28 SSMH A3 INV. IN=5044.30 (N) INV. IN=5047.67 (E) INV. OUT=5044.11 (S) FG=5058.81 158.85 LF @ 0.40%PROPOSED FIRE HYDRANT PEDESTRIAN CROSSWALK PROPOSED STORMTECH MC 3500 DETENTION CHAMBERS PROPOSED 5' GRAVEL BIORETENTION PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING 12" SANITARY SEWER 6' S IDEWALK 8' A.E. (TYP.)3' SIDEWALK4' A.E.4' A.E. 5' A.E. 5' U.E. STORM LINE 11 10' A.E. 5' U.E. 5' U.E. 9' U.E. 9' U.E. 11' 15' 30' PROPOSED WATER CASING 185.18 LF @ 0.40% SSMH B3 INV. IN=5048.04 (W) INV. OUT=5047.84 (E) FG=5056.81 SSMH B5 INV. IN=5050.58 (W) INV. OUT=5050.38 (E) FG=5057.91 SSMH B4 INV. IN=5050.03 (W) INV. IN=5049.89 (N) INV. OUT=5049.83 (E) FG=5057.41 SSMH B1 INV. IN=5043.54 (N) INV. IN=5043.95 (W) INV. OUT=5043.34 (E) FG=5055.63 SSMH B2 INV. IN=5044.59 (W) INV. OUT=5044.39 (S) FG=5053.20 48.99 L F @ 0 . 7 1 % 249.08 L F @ 0 . 7 2 % 451.96 LF @ 0.72%119.04 LF @ 0.72%8' SIDEWALKNATURAL HABITAT BUFFER ZONE 20' 5' SIDEWALK DETENTION POND 3 RAIN GARDEN D3 RAIN GARDEN C6 PROPOSED MANHOLE TIE TO EXISTING 12" SANITARY SEWER TIE TO EXISTING 12" SANITARY SEWER SSCO A5-3 INV. OUT=5051.31 (E) FG=5060.27 86.77 LF @ 1.00% (PRIVATE) 6' U.E.8' U.E. 8' U.E. 5' U.E. EXISTING PEDESTRIAN CROSSING AND RECTANGULAR RAPID FLASH BEACON PROPOSED RECTANGULAR RAPID FLASH BEACON PROPOSED RETAINING WALL NATURAL HABITAT BUFFER ZONE NEW MERCER DITCH EASEMENT (WIDTH VARIES) 15.00' PEDESTRIAN RAMP TIE TO EXISTING TRAIL PRIVATE COMBO WATER SERVICE LINE LOT 22LOT 23 LOT 24 LOT 16 LOT 21 LOT 7 LOT 3 LOT 12 LOT 7 LOT 5 LOT 6 LOT 9LOT 8LOT 4 LOT 2 LOT 3 LOT 1 LOT 18 LOT 17 LOT 14 LOT 15 LOT 13LOT 10 LOT 11 LOT 23 LOT 22 LOT 19 LOT 20 LOT 12 LOT 18 LOT 10 LOT 11 LOT 14 LOT 13 LOT 15 LOT 17 LOT 9 LOT 8 LOT 5 LOT 6 LOT 1 LOT 2 LOT 4 LOT 14 LOT 16 LOT 12 LOT 13 LOT 15 LOT 25 LOT 16 LOT 31 LOT 39 LOT 11 LOT 28 LOT 25LOT 26LOT 29 LOT 27 LOT 34 LOT 33 LOT 32 LOT 30 LOT 35 LOT 36LOT 37 LOT 38 LOT 41 LOT 43 LOT 40 LOT 44 LOT 42 LOT 22LOT 18 LOT 24LOT 23LOT 20 LOT 21 LOT 19 LOT 16LOT 15 LOT 17LOT 14LOT 13 LOT 3 LOT 8 LOT 9 LOT 10 LOT 12 LOT 7 LOT 6 LOT 4 LOT 5 LOT 2 LOT 1 BLOCK 3 BLOCK 4 BLOCK 4 BLOCK 5 BLOCK 5 BLOCK 4BLOCK 4 BLOCK 4 BLOCK 5 BLOCK 5 BLOCK 3 BLOCK 6 BLOCK 6BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 TRACT V UDA&EAE TRACT X D&AE TRACT W D&AE TRACT S UDA&EAE TRACT T UDA&EAE TRACT R UDA&EAE TRACT O D&AE SheetSANCTUARY ON THE GREENSThese 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 30 NORTH EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W G T E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY SPROPOSED SEWER SERVICE WPROPOSED RESIDENTIAL WATER SERVICE SDPROPOSED SUBDRAIN 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS CONSTRUCTION STANDARDS, LATEST EDITION. 3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 4.ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 6.DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. 7.ALL SINGLE FAMILY ATTACHED AND DETACHED UNITS SHALL BE SERVICED BY STANDARD INTERIOR SETTING 3/4IN WATER METERS (FORT COLLINS DETAIL 14). 9-PLEX CONDOS SHALL BE SERVICED BY 1 1 2" WATER METERS AND 12-PLEX CONDOS SHALL BE SERVICED BY 2" WATER METERS. 8.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. 9.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL, LANDSCAPING). 10.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE 100-YEAR FLOODPLAIN. 11.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. THIS WILL HELP PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL FEATURES INTO THE FUTURE. NOTES: PROPOSED FIRE SERVICE F PROPOSED ELECTRIC E PROPOSED WATER METER PROPOSED ELECTRIC VAULTSMATCHLINE-SEE SHEET C2.01B M KEYMAP LAPORTE AVE.TAFT HILL RD.C2.02UTILITY PLANS8 ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 C2.03 C2.04 C2.05 C2.01 C2.02 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R MATCHLINE-SEE SHEET C2.05 EEEEEGGGGGGG GGGGWWWSSSSSSW SSSSSW WWW WWWS WGGGGGGGGGG G G G G G G GGGGG G G G G G G G G GWWWWSSSS S S S SSSSS SSS SSS SWW W W WWW WWW WSDTSALPOLYNDDD ONOTPO LLTE UCTIL EIRON RAINSTOWATERWAYS USD TSALPOLYND D D ONO TPOLLT E UCTILEI RONRAI NS TOWATERWAYS U TSALPOLYND D D ONOTPO LLTE UCTIL EIRON RAINST OWATERWA YS U TSALPOLYND D D ON OTPOLL T EUCT ILEIRON RAIN STOWAT ERWAYS UTSALPOLYND D D ON OTPOLL TEU CTILEIR ONRAIN STOWAT ERWAYS UTSALPOLYN D D D ONOT POLLTE UCTILE IRON RA INSTO WATERWAYS U TSALPOLYN D D D ONOT POLLTE UCTILE IRONR A INSTOWATERWAYS U TSALPOLYND D D ONO TPOLLT E UCTILE IRONRA I NSTOWA TERWAYS U TSALPOLYN D D D ONOT POLLTE UCTILE IRONRA INSTOWA TERWAYS U WWWWWWWWSSSSSSSSWGGGGGGGGGGG G G G G G G G G G G G G G G G G G GGGGGGGWWW GGGGGGGG G G G G G G G G G G E E E E E E E EEEEEEEEEEEEEEEEEEE E E E E E E E EE E E E SBSBEEEEEEE E E E E E E E E E E E EEEEEEEESBSB SBSB SB SB SB SB SB SB SBSB S BEE EEEEEEEEEEEEEEEEEEEEEEEEEEE E EEESDSDWSWSTSALPOLYND D DONOTPOLL TEUCT ILEIRON RAINS TOWATE RWAYS U TSALPOLYND D D O NOTPOLL TE UCTI LE IRONRA INS TOWATERWAYS U OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS E E E E E W W W W W W W CTVCTVCTVCTVCTVCTVCTVCTVFO FO FO FO FO FO FO FO G G G G G G GFOFO FO FO FO FO FO FOFO CTV FOFO FO FO FO FOFOFOFOCTVCTVCTVCTVFOFOFOFOFOFOFOFOCTVCTVCTVCTVG CTVCTVCTVCTVCTVCTVCTVFOFOFOFOFOFOFOFOWW W W W W W W W EEEEEEEEE E E E E E E EEEEEEEEGGG G G G G G G G EEEEX X X X X X XXXECTVCTVEEE GGGXFOFOFOFOFOFOEEEEEFOFOFOFOFOFOFOFOFOFOTTTTTTTTTTTTTTTTTTTTTEG G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W GGWE E E E E W W GGGGGG G G G G G G G G G G GFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV XXX XXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXX X X X XXXX X H2O S W G SHYDVAULT CABLE CABLE TRAFFIC VAULT VAULT ELEC VAULT ELEC ELEC TELECABLE CABLE TELE TELE VAULT CABLE F.O. W TELE VAULT ELEC ELEC VAULT ELEC VAULT ELEC CONTROL IRR W F.O. MTELE VAULT ELEC TELEM VAULT TELE VAULT CABLE VAULT CABLE VAULT F.O. GAS TELE CONTROL IRR CONTROL IRR CONTROL IRR HY DM VAULT ELEC T SVAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR TELE TELE CONTROL IRR CONTROL IRR F.O. VAULT ELEC VAULT F.O.TELE VAULT CABLE GAS CONTROL IRR CONTROL IRR CONTROL IRR WH2O G C SW C S CONTROL IRR CONTROL IRR VAULT ELECT S C S C S TT TVAULT ELEC W M S F.O. VAULT F.O. ELEC CONTROL IRR V.P. V.P.V.P. V.P. M E S TELE T X X X XXXXXXOWNER LEORA & JAY SPENCE 316 IRISH DR. OWNER ROLAND & CAROL TREMBLE 317 IRISH DR. OWNER CARLA COOLEY 316 WEBB AVE. OWNER ERIC & MARY TACORONTE 317 WEBB AVE.IRISH DRIVEWEBB AVENUEOWNER KIRK WILSON W CHERRY STREET OWNER KIRK & DEBRA WILSON 320 N SUNSET STREET OWNER KIRK WILSON 310 N SUNSET STREET OWNER FRANK ERNSET 242 N SUNSET STREET OWNER KIRI SAFTLER 230 N SUNSET STREET OWNER POUDRE R-1 SCHOOL DISTRICT 2444 LAPORTE AVE OWNER POUDRE R-1 SCHOOL DISTRICT 2444 LAPORTE AVE OWNER FORREST SCHRUPP 2318 LAPORTE AVE OWNER CALVARY BAPTIST TEMPLE 2420 LAPORTE AVENUE OWNER RICHARD & DIXIE LOYD 2316 LAPORTE AVENUE LAPORTE AVENUE OWNER POUDRE R-1 SCHOOL DISTRICT 2444 LAPORTE AVE OWNER POUDRE R-1 SCHOOL DISTRICT 2444 LAPORTE AVE ACCESS DRIVESSMH A28 INV. OUT=5072.39 (E) FG=5083.05 SSMH A27 INV. IN=5070.76 (W) INV. OUT=5070.56 (SE) FG=5082.24 SSMH A26 INV. IN=5070.16 (NW) INV. OUT=5069.96 (NE) FG=5081.82 SSMH A23-3 INV. OUT=5066.25 (E) FG=5081.33 SSMH A24-3 INV. OUT=5065.04 (E) FG=5080.75 SSMH A25 INV. IN=5068.55 (SW) INV. OUT=5068.35 (NE) FG=5079.98 SSMH A24 INV. IN=5067.70 (SW) INV. IN=5063.42 (NW) INV. OUT=5067.50 (E) FG=5079.11 SSMH A24-1 INV. IN=5063.77 (NW) INV. OUT=5063.67 (SE) FG=5079.02 SSMH A24-2 INV. IN=5064.06 (W) INV. OUT=5063.96 (SE) FG=5079.05 SSMH A23 INV. IN=5066.62 (W) INV. IN=5063.97 (S) INV. OUT=5066.42 (E) FG=5077.95 SSMH A23-2 INV. IN=5065.54 (W) INV. OUT=5065.44 (NE) FG=5077.61 SSMH A23-1 INV. IN=5065.27 (SW) INV. OUT=5065.17 (N) FG=5077.28 87.51 L F @ 1 . 0 0 %65.90 LF @ 1.00 %140.24 LF @ 1.00%40.83 LF @ 1.00% 162.56 LF @ 1.00%299.73 LF @ 0.40%41.67 LF @ 0.40% 176.42 LF @ 0.40% 62.08 LF @ 0.40% 48.72 LF @ 0.40% 244.95 LF @ 0.40% STORM LINE 2 STORM LINE 1 STORM LINE 3 CONNECT TO EXISTING 27" WATERLINE PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT 5' SIDEWALK 5' SIDEWALK 5' SIDEWALKSTORM LINE 3 STORM LINE 1 5' SIDEWALK5' SIDEWALK5' SIDEWALK8' U.E.8' U.E. 20' EOC-EOC 30' 30' 8' U.E. 8' U.E. 20' EOC-EOC 30' 8' U.E. 8' U.E. 28' EOC-EOC PROPOSED STORMTECH MC 4500 DETENTION CHAMBERS A6 PROPOSED FIRE HYDRANT STREET A STREET ASTORM LINE 1 STORM LINE 1E 30' FL-FL 51' ROW 9' U.E. 9' U.E. 234.70 LF @ 1.00% SSMH A22 INV. IN=5064.07 (W) INV. OUT=5063.87 (E) FG=5077.35 286.46 LF @ 1.00% STORM LINE 1D PROPOSED WATER CASING PROPOSED RETAINING WALL PROPOSED WATER CASING DETENTION POND 1 PROPOSED STORMTECH MC 4500 DETENTION CHAMBERS A5 FUTURE 5' SIDEWALK (BY OTHERS)END PROPOSED SIDEWALK LOT 23 LOT 26 LOT 25 LOT 10 LOT 12 LOT 22 LOT 21 LOT 18 LOT 19 LOT 16 LOT 14 LOT 15 LOT 17 LOT 6 LOT 9 LOT 8 LOT 5LOT 4LOT 1 LOT 2 LOT 24 LOT 11 LOT 19 LOT 12 LOT 3 LOT 7 LOT 5 LOT 2LOT 4 LOT 1 LOT 6 LOT 11LOT 10LOT 9LOT 8LOT 7 LOT 13LOT 14LOT 15LOT 16LOT 17LOT 18 LOT 20 LOT 3 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 2 BLOCK 2 TRACT D DAETRACT C DE TRACT B DE TRACT A UDA&EAE TRACT E UDA&EAE TRACT F D&AE LOT 13 TRACT H D&AE TRACT G D&AE TRACT J D&AE SheetSANCTUARY ON THE GREENSThese 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 30 NORTH EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W G T E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY SPROPOSED SEWER SERVICE WPROPOSED RESIDENTIAL WATER SERVICE SDPROPOSED SUBDRAIN 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS CONSTRUCTION STANDARDS, LATEST EDITION. 3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 4.ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 6.DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. 7.ALL SINGLE FAMILY ATTACHED AND DETACHED UNITS SHALL BE SERVICED BY STANDARD INTERIOR SETTING 3/4IN WATER METERS (FORT COLLINS DETAIL 14). 9-PLEX CONDOS SHALL BE SERVICED BY 1 1 2" WATER METERS AND 12-PLEX CONDOS SHALL BE SERVICED BY 2" WATER METERS. 8.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. 9.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL, LANDSCAPING). 10.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE 100-YEAR FLOODPLAIN. 11.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. THIS WILL HELP PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL FEATURES INTO THE FUTURE. NOTES: PROPOSED FIRE SERVICE F PROPOSED ELECTRIC E PROPOSED WATER METER PROPOSED ELECTRIC VAULTSMATCHLINE-SEE SHEET C2.04B M KEYMAP LAPORTE AVE.TAFT HILL RD.C2.03UTILITY PLANS9 ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 C2.03 C2.04 C2.05 C2.01 C2.02 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R GGGGGGGGGGGGGGGGTSALPOLYN DD DO NOTPOLL TE UCT ILEIRON RAINS TOWATE RWAYS UTSALPOLYN D D D ONOTP OLLTE U CTILEIR ON RAINSTO WATERWAY S U SD SD SD SD SD SD SD TSALPOLYND D D ONOTPO LLTE U CTILEIR ON RAINST OWATERW AYS U SSGGGGGGGGGGGG G G G G G G G G G G G G GGGGGGGGGWWWWWWWWSSSSSSSSWWWWWWSSSSS G G G G G G G G G G G G G G GSDSDSDSDSDSDSDSDSDSDSDSDSDSDTSALPOLYND D DONOTPO LLT E UCT ILEIRON RAINST OWATERW AYS U TSALPOLYN D D D ONOT POLL TE UCT ILEIRON R AINSTOW ATERWAYS U SDSDSSDSDSDTSALPOLYN D D D ONOT POLLTE UCTILE IRON RAINSTOWATERWAYS U WWWWS SSSSS S S WWWWG G G G G G G G G GGG G G G G G G G GGGGGGGGGE EEEEE E E EE EEEE E E E E E EEEEEE E E EE EE EEE E E E EEE EEE E E E E E EEE E E E E E EEE E EEE EEE EEEEEE EEETSALPOLYND D D O NOTPOLL TE UCTIL EIRON RAINS TOWATER WAYS U SD SD SDSDTSALPOLYND D D O NOTPOLL TE UCTI LEIRON RAINS TOWATERWAYS UWWSNYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS SSWWWE WWWWWWWWWSSSSSSSSSSWWWWWWWSSSSSSSWOHU OHU OHU OHU OHU OHU OHU SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSOHUOHU GGGGWWGGGGXXXXGGGFOFOFOFOFOFOFOFOFOFOFOWOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUXXXXXXXXXXXTT TTTTTTTTGGGGGGGGGGEEFOFOFOFOFOFOFOFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVEEEEEEEEEEWWWWWWWWWWTTTTFO FO FOFOCTVCTVFOFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTVFOFOFOFOFOFOFOW W W W W W W W EEE GEEEEEEEEG G G G G G G G EEECTVCTVGCTV CTVCTVFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOE E E E E E E GGGGGGGGE X WWWFO FO FO FOGGGGTTTT T T T T T T T T TTTTT TCTVCTVCTVCTVTTTTTTOHUOHUOHUOHUEE FOFOG G G EEW W WG GGEEEEFO FO FO FO CTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTVXXXXXXXXXXXXXSS SS SS SS SS SS SS SS SS SS SS SSST ST ST ST ST STSTST OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU X X X XXXXXX X X XXXXXX X XXXXXX X XX X X X XXXX X X X STSTSTSTSTSTSTSTSTMH V.P.VAULT ELEC V.P. TTELE VAULT ELEC T MCSH2OMM S HY DVAULT ELEC W D TELE MTELEMTELE VAULT ELEC VAULT ELEC T SVAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR C SW C SW H2O TGAS F.O. S M C S HY DVAULT F.O. VAULT ELEC VAULT CABLEVAULT CABLE CABLE MH D MH D CT T VAULT ELEC V.P. T M M VAULT ELEC VAULT ELEC CONTROL IRR CONTROL IRR VAULT ELECT S VAULT F.O. VAULT F.O. VAULT CABLE S MH MHW G ELEC ELEC ELEC ELEC T XXXWWWWWWWWOWNER LORIN YOUNG 316 N IMPALA DR.N IMPALA DRIVEOWNER CHRISTOPHER & SARAH WEEKS 317 N IMPALA DR. OWNER LEORA & JAY SPENCE 316 IRISH DR.IRISH DRIVEOWNER RICHARD & DIXIE LOYD 2316 LAPORTE AVENUE OWNER SYDNE ARCHAMBAULT 2314 LAPORTE AVENUE OWNER CURTIS LYONS LAPORTE AVENUE OWNER ALEX OZOLS 2224 LAPORTE AVENUE OWNER DANNY ROGERS 2214 LAPORTE AVENUE OWNER ROBERT JONES 2218 LAPORTE AVENUE OWNER JOSEPH LASALA 2216 LAPORTE AVENUE OWNER KURT VATTANO OWNER JAMES PEABODY 2212 LAPORTE AVENUE OWNER RANDOLPH MILAN 2140 LAPORTE AVENUE OWNER LAURA LARSON 320 N IMPALA DR.S IMPALA DRIVEBRIARWOOD ROADSSMH A21 INV. IN=5061.01 (W) INV. IN=5061.68 (S) INV. OUT=5060.81 (E) FG=5077.11 SSMH A21-1 INV. OUT=5062.26 (N) FG=5075.13 SSMH A20 INV. IN=5058.63 (W) INV. IN=5060.71 (S) INV. OUT=5058.43 (E) FG=5073.44 SSMH A20-1 INV. OUT=5061.32 (N) FG=5071.71 SSMH A15-1 INV. IN=5055.60 (E) INV. OUT=5055.50 (W) FG=5065.04 217.93 LF @ 1.00% 152.92 LF @ 0.40% 145.41 LF @ 0.40% 2 - (4X12) PROPOSED BOX CULVERT w/ CONCRETE CAP AND RESTRICTOR PLATE PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT 51' ROW5' SIDEWALK5' SIDEWALK STORM LINE 4 6' SIDEWALK4.5' SIDEWALK5' SI D E W A L K 26' EOC-EOC 16' 8' U.E. PROPOSED SUBDRAIN EXISTING BOX CULVERT PROPOSED FIRE HYDRANT ST R E E T A LAPORTE AVENUE SSMH A19 INV. IN=5058.18 (W) INV. OUT=5057.98 (E) FG=5072.53 30' FL-FL 25.16 LF @ 1.00% 81.72 L F @ 1 . 0 0 % SSMH A17 INV. IN=5053.70 (NW) INV. OUT=5053.50 (E) FG=5065.59 97.73 LF @ 0.40% WETLAND FUTURE BRIARWOODROADPROPOSED 8' ASPHALT WALK PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT 20' EMERGENCY ACCESS EASEMENT STREET C5' SIDEWALK PROPOSED CONCRETE WEIR WITH NOTCH AND WATER QUALITY PLATE STORM LINE 9 8' U.E. 10' U.E. 13' U.E. 57' ROW 9' U.E. 36' FL-FL 9' U.E. STORM LINE 5 EXISTING BOX CULVERT HEADWALL 30' FL-FL 51' ROW 9' U.E. 9' U.E.75' ELECTR ICTRANSMISS ION L INEEASEMENT BOOK 914PAGE 532 SSMH A18 INV. IN=5057.16 (W) INV. OUT=5056.96 (SE) FG=5069.55 PROPOSED CONCRETE APRON PROPOSED STORMTECH SC 740 DETENTION CHAMBERS PRIVATE COMBO WATER SERVICE LINE RAIN GARDEN D5 RAIN GARDEN D3 RAIN GARDEN D4 PRIVATE COMBO WATER SERVICE LINE PROPOSED RETAINING WALL PROPOSED 5' GRAVEL BIORETENTION 5' U.E. PROPOSED RETAINING WALL FUTURE 5' SIDEWALK (BY OTHERS)20' EMERGENCY ACCESS EASEMENT PER SEPARATE DOCUMENT REC. NO. _______ 22 4 . 4 0 L F @ 1 . 4 5 % SEE SHEET C4.07 FOR LAPORTE IMPROVEMENTS LOT 23 LOT 26 LOT 25 LOT 27 LOT 30 LOT 29 LOT 31 LOT 34 LOT 32 LOT 35 LOT 38 LOT 36 LOT 10 LOT 24 LOT 33LOT 28 LOT 14 LOT 3 LOT 12 LOT 13 LOT 15 LOT 8 LOT 11 LOT 9LOT 4LOT 1 LOT 2 LOT 18 LOT 27 LOT 22 LOT 13 LOT 11 LOT 12 LOT 15 LOT 14 LOT 16 LOT 17 LOT 20 LOT 19 LOT 25 LOT 26 LOT 29 LOT 21 LOT 24 LOT 23 LOT 28 LOT 37 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 3 BLOCK 2 BLOCK 3 BLOCK 3BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 2 TRACT J D&AE TRACT K UDA&EAE TRACT L D&AE TRACT M UDA&EAE TRACT N D&AE TRACT P UDA&EAE TRACT I UD&AE 60.73 LF @ 0.40% SSMH A16 INV. IN=5053.26 (W) INV. OUT=5053.06 (N) FG=5065.41 170.37 LF @ 0.40%157.94 LF @ 0.40%97.58 LF @ 0.40%SSMH A15 INV. IN=5052.38 (S) INV. IN=5054.87 (E) INV. OUT=5052.18 (N) FG=5065.70 SSMH A14 INV. IN=5051.78 (S) INV. OUT=5051.59 (N) FG=5066.12 92.77 LF @ 0.40%SSMH A13 INV. IN=5051.21 (S) INV. OUT=5051.01 (N) FG=5065.24 SheetSANCTUARY ON THE GREENSThese 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 30 NORTH EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W G T E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY SPROPOSED SEWER SERVICE WPROPOSED RESIDENTIAL WATER SERVICE SDPROPOSED SUBDRAIN 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS CONSTRUCTION STANDARDS, LATEST EDITION. 3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 4.ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 6.DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. 7.ALL SINGLE FAMILY ATTACHED AND DETACHED UNITS SHALL BE SERVICED BY STANDARD INTERIOR SETTING 3/4IN WATER METERS (FORT COLLINS DETAIL 14). 9-PLEX CONDOS SHALL BE SERVICED BY 1 1 2" WATER METERS AND 12-PLEX CONDOS SHALL BE SERVICED BY 2" WATER METERS. 8.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. 9.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL, LANDSCAPING). 10.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE 100-YEAR FLOODPLAIN. 11.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. THIS WILL HELP PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL FEATURES INTO THE FUTURE. NOTES: PROPOSED FIRE SERVICE F PROPOSED ELECTRIC E PROPOSED WATER METER PROPOSED ELECTRIC VAULTS MATCHLINE-SEE SHEET C2.05B M KEYMAP LAPORTE AVE.TAFT HILL RD.C2.04UTILITY PLANS10 ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 C2.03 C2.04 C2.05 C2.01 C2.02 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call RMATCHLINE-SEE SHEET C2.03MATCHLINE-SEE SHEET C2.01 GGTSALPOLYN D D D ONOT POLLTE UCTIL EIRON RAINSTO WATERWAYS U SDWWSSS WSGGGGGGGGW W WWWWWW W W S SSS SSSS S S G G G G G G GGGWWWWWSSS SSSSSS S WWWWWEEEEEEEE E EEEEEEEEE EEEEEEEESD SD SDSDSDSDTSALPOLYN DD D O NOTPOLL TE UCTILE IRONRAI NS TOWATERWAYS U FSDXXXXXOHUOHUSS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OHU X E FOFOG W W G G G EEEEEEEEEEEFO FO FO FO FO FO FO FOEWWWGGGEEEFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTVX XXXXFO FO FO FO FO FO FO FO FOEEEEEOHUOHUOHUOHUOHUOHUOHUOHUCTVECTVCTVWWWWWWWEEEGGGGGGGGWWWGEEECTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVEEECTVCTVCTV WWWWWWWWWWWWWWCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWFOFOFOFOFOFOCTVCTVCTVCTVE E EEEEEEEEEEEEEEEETTTTTTTTTTTTTTTOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUCTVCTVCTVCTVCTVEEEEEGGGGGGGGGGGGGGGGGGGWWWWWWGGGG GGWWWGGWWGGGWWGWGGGWWWWWWGG G GFOFOCTVCTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUX X X SS SS SS SS SS SS SS SS SS SS SS SSSSSS STSTST ST ST STSTSTSTSTSTSTSTSTSTST ST ST OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU XX X X X X XB M S W F.O. GAS HY DM WCS M M S M M S EELEC C MH D M M MMM W VAULT ELEC T MCS S C S W C S W W C SF E SW W M TEST STA C S MW F.O. D D VAULT ELEC VAULT CABLE ELEC VAULT ELEC D MW MW ELEC TFES C T M FE SMW VAULT ELEC T S T SVAULT ELEC VAULT ELEC T SVAULT ELEC T SVAULT ELEC GAS S VAULT ELEC D VAULT ELEC VAULT CABLEC VAULT ELEC VAULT ELEC W CVAULT CABLEVAULT ELEC S S S OWNER KURT VATTANO OWNER RANDOLPH MILAN 2140 LAPORTE AVENUE OWNER PAIGE HAIGH 2210 LAPORTE AVENUE OWNER CYNTHIA HERNANDEZ 2208 LAPORTE AVENUE OWNER KURT VATTANO OWNER KEITH & SHERALYN HESS 229 PENNSYLVANIA STREET OWNER SUSAN & CATHLEEN DESANTIS 230 PENNSYLVANIA STREET OWNER MELISSA VANDERSLUYS 223 PENNSYLVANIA STREET PENNSYLVANIA STREETOWNER PAULA METROPOULOS 224 PENNSYLVANIA STREET OWNER GILBERT BOYER 241 N TAFT HILL ROAD OWNER BRIAN & LAURA DAVIS 237 N TAFT HILL ROAD OWNER CARRIE HEYRMAN 233 N TAFT HILL ROAD OWNER HUGO RUTHERFURD 229 N TAFT HILL ROAD LAPORTE AVENUE BRIARWOOD ROADOWNER FAITH REALTY OWNER LAPORT OUTREACH MINISTRIES INC. 220 N TAFT HILL ROAD OWNER 7-ELEVEN 200 N TAFT HILL ROAD OWNER CITY OF FORT COLLINSNEW MERCER D ITCH NEW M E R C E R DI T C H SSMH A10-1E INV. OUT=5053.06 (NW) FG=5062.83 SSMH A1 INV. IN=5042.72 (N) INV. OUT=5042.52 (SE) FG=5056.60 EX. SSMH A INV. IN=5042.37 (NW) FG=5053.03 38.42 LF @ 0.40%137.39 LF @ 0.40%287.34 LF @ 0.40% PROPOSED 42' HALF ROW EXISTING 40' HALF ROW N TAFT HILL ROADCLUBHOUSE PROPOSED FIRE HYDRANT STORM LINE 11 CORE DRILL CONNECT TO EXISTING SANITARY MANHOLE DETENTION POND 5 EASEMENT EXCLUSION 5' SI D E W A L K EXISTING 15" SANITARY SEWER75' ELECTR ICTRANSMISS ION L INEEASEMENT BOOK 914PAGE 532 20' SANITARY SEWER EASEMENT BOOK 1348 PAGE 553 5' GRAVEL SID E W A L K SSMH A15-2 INV. IN=5056.09 (E) INV. OUT=5055.99 (W) FG=5064.35 99.33 LF @ 0.40% SSMH A15-3 INV. OUT=5056.49 (W) FG=5063.35 12' G R A V E L DI T C H A C C E S S R O A D TOP OF DITCH PEDESTRIAN BRIDGE PROPOSED FIRE HYDRANT STORM LINE 12 5' S I D E W A L K 5' SIDEWALK 20' EOC-EOC 10' U.E. 13' U.E. 5' ACC. 5' U.E. EXISTING FIRE HYDRANT EXISTING 15" STORM PROPOSED RETAINING WALL PRIVATE COMBO WATER SERVICE LINE 15' MAINTENANCE ACCESS EASEMENT DETENTION POND 4 RAIN GARDEN D3 RAIN GARDEN D3 RAIN GARDEN C5 RAIN GARDEN C6 RAIN GARDEN D4 PROPOSED CONCRETE WEIR NATURAL HABITAT BUFFER ZONE NEW MERCER DITCH EASEMENT (WIDTH VARIES)STORM LINE 14 EXISTING MANHOLE RIMS TO REMAIN ABOVE 100-YR WSEL (MIN ELEV: 5055.2) LOT 7 LOT 10 LOT 17 LOT 14 LOT 3 LOT 21 LOT 20 LOT 19 LOT 18 LOT 16 LOT 12 LOT 13 LOT 15 LOT 6LOT 8LOT 9LOT 5LOT 4LOT 1 LOT 2 BLOCK 3 BLOCK 3 BLOCK 3 BLOCK 3 BLOCK 3 TRACT P UDA&EAE TRACT U D&AE TRACT R UDA&EAE TRACT O D&AE SheetSANCTUARY ON THE GREENSThese 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 30 NORTH EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W G T E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY SPROPOSED SEWER SERVICE WPROPOSED RESIDENTIAL WATER SERVICE SDPROPOSED SUBDRAIN 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS CONSTRUCTION STANDARDS, LATEST EDITION. 3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 4.ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 6.DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. 7.ALL SINGLE FAMILY ATTACHED AND DETACHED UNITS SHALL BE SERVICED BY STANDARD INTERIOR SETTING 3/4IN WATER METERS (FORT COLLINS DETAIL 14). 9-PLEX CONDOS SHALL BE SERVICED BY 1 1 2" WATER METERS AND 12-PLEX CONDOS SHALL BE SERVICED BY 2" WATER METERS. 8.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. 9.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL, LANDSCAPING). 10.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE 100-YEAR FLOODPLAIN. 11.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. THIS WILL HELP PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL FEATURES INTO THE FUTURE. NOTES: PROPOSED FIRE SERVICE F PROPOSED ELECTRIC E PROPOSED WATER METER PROPOSED ELECTRIC VAULTS MATCHLINE-SEE SHEET C2.04B M KEYMAP LAPORTE AVE.TAFT HILL RD.C2.05UTILITY PLANS11 ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 C2.03 C2.04 C2.05 C2.01 C2.02 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R MATCHLINE-SEE SHEET C2.02 TSALPOLYND D D ON OTPOLLTEUCTILEIRON RAINSTOWATERWAYS U TSALPOLYN DD DONOTPOLLTEUCTILEIRONRAINSTOWATERWA YS USD SDTSALPOLYND D D ONOTPOL LTE UCTILEIRONRAINS TOWATERWAYS U TSALPOLYND DDONOTPOLLTEUCTILEIRONRA INSTOWATERWAYSU TSALPOLYND DDONOTPOLLTEUCTILEIRONRAIN STOWATER WAYS U TSALPOLYND DD ONO TPOLLTE UCTILEIRONRAINSTOWA TERWAYS U SD SD SD TSALPOLYND D DONOTPOLLTE UCTILEI RON RAINSTOWATERWAYSU TS ALPO LYNDDDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU TSALPOLYND D DONOTPOLLTE U CTILEIRON RAINSTOWATERWAYSU TSALPOLYND D D ONOTP OLLTEUCTILEIR ONRAINSTO WATERWAYS U TSALPOLYND D DONOTPOLLTEUCTILEIRONRA INSTOWATERWAYSU TSALPOLYN DDDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYSU SDSDSDSDSDSDSDSDSD SD SD SD SD SD SD TSALPOLYNDD DONOTPOLLTEUC TILEI RO NRAINSTOWATERWAYSU TSALPOLYND D DONOTPOLLTE UCTILEIRO N RAINSTOWATERWAYSUSD SD SD SD SD SD SD SD TSALPOLYND DD ONOTP OLLTE UCTILEIRONRAINSTO WATERWAYS U EEEEEEEEEE EEEE EEE EE EEE SBSBSBSB SBSB SB SB SB SB SB SB SBSB SBEE EEEEEEEEEEEEEEEEEEEEEEEEEEE E EEEE EEE EEEEEEEEE EEE TSALPOLYND DD ONOTPOLLTE UCTILEIRONR AINSTOWATERWAYSU TSALPOLYND D D ONOTPOLL TEUCTI LEIRONRAIN STOWATERWAYSU TSALPOLYND DD ONOTPOLLT EUCTILEIRONRA INSTOWATERWAYSU TSALPOLYND DD ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYSU TSALPOLYNDD DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU TSALPOLYND D DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS U NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS E E EETSALPOLYND DD ON OTPOLLTEUCTILEIRON RAINSTOWATERWAYSU TSALPOLYNDDDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU XOHU OHU OHU OHU OHU OHU OHU OHU SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SS SS SSSSSSSSSSSSSS SS SS SS SSOHUOHUOHUOHU GGXGFOFOFOOHU OHU OHU OHUXXX TTTGGGFOFOFOCTVCTVCTVEEEWWWTE W W CTVCTVFO FO G GFOFO FO FOCTVFOFOCTVCTVCTVCTVCTVFOFOFOFOW W W W EEEE E EEEEG G G G X XE FOFOFOTTTTTTG G G G G GWWW FO FOFOFOFOFOFOFOFOFOE E GGWFOGT T T TT CTVTTOHUXOHUOHUOHUOHUOHUG EEEFO FO WEFOCTVCTVCTV E E GGG G G G G GFOFOCTVCTVCTVCTVCTV FO FO FOEOHUOHUWGGECTVCTVCTVCTVCTV WWWWCTVCTVCTVCTVCTVFOFOFOFOFOGGGGGGGGWFOFOCTVEEEETTTTTOHUOHUOHUOHUCTVEGGGGGGGWGGGGWWGGFOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVGGGGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWWWWWWWXXCTVCTVCTVCTVOHUOHUOHUGGGGXXXXXXXXXXXTTTTTTOHUOHUXXXOHUOHUOHUOHUOHUX X SS SS SS SS SS ST STSTST ST SSSSSSST ST ST ST OHU OHU OHU OHU OHU OHU X XX XX XX X XXXX X X XXX STSTMH V.P. VAULTELEC V.P. T VAULT F.O. ELEC ELEC ELEC BRKRE CABLE CABLETT CELEC CABLE FE SCABLE B M T TELE D CABLE TELE TELE F.O. F.O. S VAULTF.O. S W F.O. GAS HY DM WCS M M S M M S S EELEC C MH D MMMMM W VAULT ELEC T MCSH2OMM S C S HY DVAULT ELEC W D CS W WCSF E SW M M T W V.P.V.P.V.P.V.P.V.P. C VAULTF.O. T VAULTELEC M HY DGAS M V.P.VAULT ELECT M C CS C VAULTELEC GAS M M W M CT VAULTELEC C W MMMMMMMM VAULTELEC H2O W CS CABLE ELEC W S W G S HY D VAULTCABLE CABLE TRAFFICVAULT VAULTELEC VAULT ELEC ELEC TELECABLE CABLE TELE TELE VAULT CABLE F.O. W TELE VAULTELEC ELEC VAULT ELEC VAULT ELEC CONTROLIRR W F.O. TELEMTELEMTELE VAULTELEC TELEM VAULT TELE VAULTCABLE VAULTCABLE VAULTF.O. GAS TELE CONTROL IRR CONTROLIRR CONTROLIRR HY DM VAULT ELEC T SVAULTELEC CONTROLIRR CONTROLIRR CONTROLIRR CONTROLIRR TELE TELE CONTROL IRR CONTROLIRR F.O. VAULTELEC VAULT F.O.TELE VAULT CABLE GAS CONTROL IRR CONTROLIRR CONTROLIRR WH2O G C SW CSW CSW C S H2O TGAS F.O. S M C S HY DVAULT F.O. VAULT ELEC VAULT CABLEVAULTCABLE CABLE MH D MH D M TESTSTA CT T VAULTELEC V.P. T M M VAULTELEC VAULT ELEC CONTROLIRR CONTROL IRR VAULT ELECT S VAULT F.O. VAULT F.O. VAULTCABLE S MH MHW G ELECELECELEC ELEC C S CS TT TVAULTELEC W M S F.O. VAULT F.O. ELEC CONTROL IRR V.P. V.P.V.P. V.P. M E CS MW F.O. D D VAULT ELEC VAULTCABLE ELEC VAULT ELEC D MW MW ELEC TFES C T M FE SMW VAULTELEC T S T SVAULT ELEC VAULTELEC T SVAULTELEC T SVAULT ELEC GAS S VAULT ELEC D S VAULTELEC VAULTCABLEC VAULT ELEC VAULTELEC W CVAULT CABLEVAULTELEC S S S S S S TELE T TH TH X XXXWWVAULT ELEC N IMPALA DRIVEIRISH DRIVEWEBB AVENUEOWNER KIRK WILSON W CHERRY STREET OWNER KIRK & DEBRA WILSON 320 N SUNSET STREET OWNER KIRK WILSON 310 N SUNSET STREET OWNER FRANK ERNSET 242 N SUNSET STREET OWNER KIRI SAFTLER 230 N SUNSET STREET OWNER POUDRE R-1 SCHOOL DISTRICT 2444 LAPORTE AVE OWNER POUDRE R-1 SCHOOL DISTRICT 2444 LAPORTE AVE OWNER FORREST SCHRUPP 2318 LAPORTE AVE OWNER CALVARY BAPTIST TEMPLE 2420 LAPORTE AVENUE OWNERRICHARD & DIXIELOYD2316 LAPORTEAVENUEOWNERSYDNE ARCHAMBAULT2314 LAPORTE AVENUEOWNERCURTIS LYONSLAPORTE AVENUEOWNERALEX OZOLS2224 LAPORTE AVENUEOWNERDANNY ROGERS2214 LAPORTE AVENUEOWNERROBERT JONES2218 LAPORTE AVENUEOWNER JOSEPH LASALA 2216 LAPORTE AVENUE OWNER KURT VATTANO PENNSYLVANIA STREETOWNER WILLIAM GREYBAR 413 N TAFT HILL ROAD OWNER ANDREA GABEL 420 N IMPALA DR. OWNER CITY OF FORT COLLINS LAPORTE AVENUE LAPORTE AVENUE N TAFT HILL ROADN TAFT HILL ROADLAPORTE AVENUE BRIARWOOD ROADOWNER FAITH REALTY OWNER MIRANDA SPINDEL 330 N TAFT HILL ROAD OWNER LAPORT OUTREACH MINISTRIES INC. 220 N TAFT HILL ROAD OWNER CITY OF FORT COLLINS OWNER 7-ELEVEN 200 N TAFT HILL ROAD OWNER CITY OF FORT COLLINS OWNER POUDRE R-1 SCHOOL DISTRICT 2444 LAPORTE AVE OWNER POUDRE R-1 SCHOOL DISTRICT 2444 LAPORTE AVE ACCESS DRIVEN E W M E R C E R D I T C H NEW MERCER D ITCH NEW MERC E R D I T C H GREEN ACRES SUBDIVISION GREEN ACRES SUBDIVISION BELLWETHER FARM SUBDIVISION STREET A STREET ASTREET C STREET BSTORM LINE 2 STORM LINE 1 STORM LINE 3 STORM LINE 7 STORM LINE 9 STORM LINE 8 STORM LINE 10 STORM LINE 13 STORM LINE 11 PROPOSED STORM TECH CHAMBERS PROPOSED STORM TECH CHAMBERS PROPOSED STORM TECH CHAMBERS STORM LINE 6 STORM LINE 12 STORM LINE 11 DETENTION POND 3 DETENTION POND 2 DETENTION POND 1 DETENTION POND 4 DETENTION POND 5 RAIN GARDEN D5 RAIN GARDEN D3 RAIN GARDEN B2 RAIN GARDEN D3 RAIN GARDEN C5 RAIN GARDEN C6 RAIN GARDEN D4 PROPOSED STORM TECH CHAMBERS STREET CLARIMER COUNTYCANAL NO. 2STORM LINE 14 BLOCK 2 BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 3 BLOCK 3 BLOCK 4 BLOCK 5 BLOCK 7 BLOCK 7 BLOCK 6 BLOCK 6 BLOCK 2 TRACT U D&AE TRACT Y UD&AE TRACT S UDA&EAE TRACT T UDA&EAE TRACT B DE TRACT A UDA&EAE TRACT E UDA&EAE TRACT D DAETRACT C DE TRACT K UDA&EAE TRACT J D&AE TRACT L D&AE TRACT M UDA&EAE TRACT N D&AE TRACT P UDA&EAE TRACT I UD&AE TRACT Q UDA&EAE TRACT V UDA&EAE TRACT X D&AE TRACT W D&AE TRACT H D&AE TRACT G D&AE TRACT F D&AE B M KEYMAP LAPORTE AVE.TAFT HILL RD.SheetSANCTUARY ON THE GREENSThese 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 30 NORTH C3.00OVERALL GRADING PLAN12 ( IN FEET ) 1 inch = ft. Feet0120120 120 240 360 C3.03 C3.04 C3.05 C3.01 C3.02 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R LEGEND: 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS CONSTRUCTION STANDARDS, LATEST EDITION. 3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 6.DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. 7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. 8.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL, LANDSCAPING). 9.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE 100-YEAR FLOODPLAIN. 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. THIS WILL HELP PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL FEATURES INTO THE FUTURE. NOTES: EXISTING DECID. TREE EXISTING CONIF. TREE EXISTING LIGHT POLE EXISTING STUMP STEXISTING STORM SEWER LINE EXISTING CURB/GUTTER FLOWLINE 4:1BANK SLOPE PROPOSED ASPHALT CROSS SLOPE CONCENTRATED FLOW DIRECTION PROPOSED SWALE FLOWLINE PROPOSED OUTFALL CURB/GUTTER FLOWLINE PROPOSED STORM DRAIN WITH INLET PROPOSED CONTOUR EXISTING CONTOUR 79.45PROPOSED FINISH GROUND ELEVATION (79.45) EXISTING GROUND ELEVATION PROPOSED INFLOW CURB/GUTTER FLOWLINE 2.0% 4950 100-YR FLOODWAY 100-YR FLOODPLAIN SDSDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDTSALPOLY ND D D ONOT POLLTE UCT ILEIRON RA INSTOWA TERWAYS U SD SD TSALPOLYN D D D ONOT POLLTE UCTILEI RONRA IN STOWATERWAYS U TSALPOLYN D D D ONOTPO LLTE UCTI LEIRON RAINST OWATERWAYS U NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYSXXXXXXXXXXX XXXXXXXST ST ST ST ST ST ST ST ST ST ST ST XXX X X X X X X X X CABLE F E SCABLE CABLE TELE N IMPALA DRIVEOWNERIRISH DRIVEOWNER LAURA LARSON 320 N IMPALA DR. OWNER SETH MCEWAN 324 N IMPALA DR. OWNER MARGOT STREFFENHAGEN 400 N IMPALA DR. OWNER VERNON BONDURANT 404 N IMPALA DR. OWNER PLEASANT VALLEY PROPERTIES LLC 408 N IMPALA DR. OWNER ANTHONY NEYLON 412 N IMPALA DR. OWNER MARY & PAUL WEIXELMAN 416 N IMPALA DR. OWNER ANDREA GABEL 420 N IMPALA DR. OWNER WEST VINE BUNGALOWS HOMEOWNERS N E W M E R C E R D I T C H 24' 29' 8' U.E. 26' 5' U.E. EXISTING 12" SANITARY SEWER EXISTING WETLANDS DETENTION POND 3 8' SIDEWALK 6' SIDEWALK 6' SIDEWALK6' SIDEWALK6' SIDEWALK OUTLET 10B INV. OUT=5054.03 (E) FG=5059.493 FES 10A INV. IN=5053.12 (W) FG=5056.639 181.03 LF R C P @ 0 . 5 0 % STMH 7B INV. IN=5056.84 (SE) INV. OUT=5056.84 (W) FG=5062.116FES 7A INV. IN=5054.71 (E) FG=5055.871 155.73 LF HDPE @ 1.37% SUBDRAIN CLEANOUT A11 INV. IN=5052.98 (S) INV. OUT=5052.98 (E) FG=5055.686 SUBDRAIN CLEANOUT A10 INV. IN=5052.07 (W) INV. OUT=5052.07 (E) FG=5054.816 SUBDRAIN CLEANOUT A9 INV. IN=5051.00 (W) INV. OUT=5051.00 (E) FG=5053.746 SUBDRAIN CLEANOUT A8 INV. IN=5050.75 (W) INV. OUT=5050.75 (E) FG=5053.498 51.07 LF PERF. PVC @ 0.50% 214.13 LF PERF. PVC @ 0.50% 180.53 LF P E R F . P V C @ 0 . 5 0 %350.59 LF PERF. PVC @ 0.50%PEDESTRIAN BRIDGE FES 8A INV. IN=5060.47 (SW) FG=5060.47 86.83 LF HDPE @ 0.10%INLET 8C INV. OUT=5060.56 (NE) FG=5062.656 12' G R A V E L D I T C H A C C E S S R O A D TOP OF DITCH SIDEWALK CHASE 30.92 LF HDPE @ 0.43% INLET 7C INV. IN=5057.33 (SE) INV. OUT=5056.97 (NW) FG=5061.427 5' GRAVEL BIORETENTION SIDEWALK CHASE (TYP.) DETENTION POND 2 RAIN GARDEN B2 47' 15.8%20.2% 5:1 4:1 4:14:1 5:14:1 PROPOSED RETAINING WALL PROPOSED GRASS SWALE 2' CONCRETE PAN 2' CONCRETE PAN 2.2%2.2%2.1%2.1%2.1%2.1%2. 2% 2.2%4:10.8 % 9.1 %4:14 : 15:118.4%5' SIDEWALK 5' SIDEWALK4:14:14:14:12.0%5:15:12.3% 2.2% 2' CONCRETE PAN SIDEWALK CHASE 7.3% NATURAL HABITAT BUFFER ZONE NEW MERCER DITCH EASEMENT (WIDTH VARIES) PROPOSED 100-YR FLOODPLAIN PROPOSED 100-YR FLOODWAY PROPOSED 100-YR FLOODPLAIN PROPOSED 100-YR FLOODWAY PROPOSED 100-YR FLOODPLAIN FFE=66.42 FFE=65.06 FFE=64.20 FFE=65.30 FFE=65.69 PROPOSED 100-YR FLOODPLAIN 8' U.E. BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 3 BLOCK 6 LOT 5 LOT 32 LOT 35 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 34 LOT 33 LOT 30 LOT 31 LOT 1 LOT 4 LOT 3 LOT 2 LOT 39 LOT 38 LOT 37 LOT 36 LOT 14 LOT 12 LOT 13 LOT 15 LOT 2 LOT 1 TRACT Q UDA&EAE TRACT Y UD&AE B M KEYMAP LAPORTE AVE.TAFT HILL RD.SheetSANCTUARY ON THE GREENSThese 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 30 NORTH C3.01GRADING PLAN13 ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 MATCHLINE-SEE SHEET C3.02C3.03 C3.04 C3.05 C3.01 C3.02 MATCHLINE-SEE SHEET C3.04 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R LEGEND: 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS CONSTRUCTION STANDARDS, LATEST EDITION. 3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 6.DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. 7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. 8.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL, LANDSCAPING). 9.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE 100-YEAR FLOODPLAIN. 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. THIS WILL HELP PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL FEATURES INTO THE FUTURE. NOTES: EXISTING DECID. TREE EXISTING CONIF. TREE EXISTING LIGHT POLE EXISTING STUMP STEXISTING STORM SEWER LINE EXISTING CURB/GUTTER FLOWLINE 4:1BANK SLOPE PROPOSED ASPHALT CROSS SLOPE CONCENTRATED FLOW DIRECTION PROPOSED SWALE FLOWLINE PROPOSED OUTFALL CURB/GUTTER FLOWLINE PROPOSED STORM DRAIN WITH INLET PROPOSED CONTOUR EXISTING CONTOUR 79.45PROPOSED FINISH GROUND ELEVATION (79.45) EXISTING GROUND ELEVATION PROPOSED INFLOW CURB/GUTTER FLOWLINE 2.0% 4950 100-YR FLOODWAY 100-YR FLOODPLAIN SDSD SD SD SD SD SD SD SD SD SDTS ALPOL YND D D ONO TPOLLT E UCTILEI RONRA INS TOWATERWAYS U SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSD SDTSALPOLYND D D ON OTPOLL TE UCTILE IRONR AINSTOWATERWAYS U SDSDXXXXXXXXXXSTSTST ST ST ST XXXXXXXXXXXELEC ELEC ELEC BRKRE CABLE CABLETT CELEC T D TELE M M T TH TH VAULT ELEC OWNER WILLIAM GREYBAR 413 N TAFT HILL ROAD N TAFT HILL ROADOWNER MIRANDA SPINDEL 330 N TAFT HILL ROAD OWNER CITY OF FORT COLLINS OWNER WEST VINE BUNGALOWS HOMEOWNERS NEW MERC E R D I T C H 36' FL-FL 57' ROW 20' EOC-EOC 26' EOC-EOC 30'' 9' U.E. PROPOSED 42'' HALF ROW EXISTING 40'' HALF ROW 30'' 8' U.E. 26' EOC-EOC 36' FL-FL 57' ROW 25' EOC-EOC 30'' 8'' ACC. (TYP.) PROPOSED 42'' HALF ROW EXISTING 40'' HALF ROW PROPOSED 4X16 BOX CULVERT6' SIDEWALK 8' SIDEWALK6' SIDEWALK 3' SIDEWALK3' SIDEWALK6' SIDEWALK9' U.E. PEDESTRIAN CROSSWALK PEDESTRIAN CROSSWALK6' SIDEWALK 17' ACC. 5' S I D E W A L K STMH 11D INV. IN=5050.70 (SE) INV. OUT=5050.70 (N) FG=5058.003 STMH 11C INV. IN=5050.12 (E) INV. IN=5050.12 (S) INV. OUT=5050.12 (W) FG=5055.872 STMH 11C-2 w/WQ WEIR INV. IN=5050.22 (S) INV. IN=5050.22 (N) INV. OUT=5050.22 (W) FG=5055.561 INLET 11C-1 INV. OUT=5050.24 (N) FG=5055.282 289.24 LF RCP @ 0.20%OUTLET 13B INV. OUT=5048.01 (NE) FG=5052.630 FES 13A INV. IN=5047.08 (SW) 183. 1 5 L F D O U B L E RCP @ 0. 5 0 % SUBDRAIN CLEANOUT A7 INV. IN=5050.49 (W) INV. OUT=5050.49 (NE) FG=5053.235 SUBDRAIN CLEANOUT A2 INV. IN=5048.86 (SW) INV. OUT=5048.86 (E) FG=5053.170 SUBDRAIN CLEANOUT A1 INV. IN=5048.15 (W) INV. OUT=5048.15 (S) FG=5054.647 SUBDRAIN CLEANOUT A3 INV. IN=5048.93 (W) INV. OUT=5048.93 (NE) FG=5052.350 SUBDRAIN CLEANOUT A6 INV. IN=5049.81 (SW) INV. OUT=5049.81 (E) FG=5052.707 SUBDRAIN CLEANOUT A5 INV. IN=5049.57 (W) INV. OUT=5049.57 (E) FG=5052.607 SUBDRAIN CLEANOUT A4 INV. IN=5049.33 (W) INV. OUT=5049.33 (E) FG=5052.507 24.91 LF PVC @ 0.20% 353.15 LF PVC @ 0.20% 36.77 LF PVC @ 0.20% 79.08 LF PERF. PVC @ 0.50% 49.44 LF PERF. PVC @ 0.50% 48.40 LF PERF. PVC @ 0.50% 135.4 4 L F P E R F. P V C @ 0. 5 0 % 51.07 LF PERF. PVC @ 0.50% STREET C STREET BCURB CUT & SIDEWALK CHASE3' SIDEWALK3' S IDEWA LK 9' U.E. 4' SID E W A L K FES 11A INV. IN=5049.50 (S) FG=5051.875 253.34 LF RCP @ 0.20% STMH 11B INV. IN=5050.01 (E) INV. OUT=5050.01 (N) FG=5056.087 7.94 LF RCP @ 0.20% 12' GRA V E L D I T C H A C C E S S R O A D PROPOSED STORMTECH MC 3500 DETENTION CHAMBERS C2 CURB CUT & SIDEWALK CHASE CURB CUT & SIDEWALK CHASE 5' GRAVEL BIORETENTION 3' SIDEWALK8 0 . 8 3 L F R C P @ 0 . 2 0 % 5' U.E. INLET 11C-3 INV. IN=5050.27 (N) INV. OUT=5050.27 (S) FG=5055.263 28.06 LF RCP @ 0.20% INLET 11C-4 INV. OUT=5050.47 (S) FG=5057.3516' SIDEWALKRAIN GARDEN C6 CURB CUT & SIDEWALK CHASE DETENTION POND 3 RAIN GARDEN D3 SIDEWALK CHASE 4' SIDEWALK GRASS SWALE 2.1%2.1%1 . 7% 1 7 . 0%5:19.1 % 2.6%2.6%2.1%2.1%2.1%2.1%3 . 2% 3 . 6%2.1%3.6%8.9%2.1% 2.1%2.1%2.1%2.0%2.1%2.0%1.8%2.0%1.9%4 : 1 4:15:17:14:17:15:14:15:16:150.80 LF RCP @ 0.20%55.05 LF RCP @ 0.20% 4:14:14:12.0%5:15:12.3% 2.2% 5:1 4:17.3%8.3%5:14:12' CONCRETE PAN 2' CONCRETE PAN SIDEWALK CHASE 5:14:1 6:1 2' CONCRETE PAN PROPOSED RETAINING WALL SIDEWALK CHASE NEW MERCER DITCH EASEMENT (WIDTH VARIES) CURB CUT 2.9% 2.7% 5.3% CURB CUT PROPOSED RIP RAPPROPOSED RIP RAP 4.7%25.0%27.0%6.1%44.00LARIMER COUNTY CANAL NO. 26:1PROPOSED RECTANGULAR RAPID FLASH BEACON 15' PEDESTRIAN RAMP 2.2 %2.2% CURB CUT & SIDEWALK CHASE PROPOSED GRASS SWALE FFE=60.40FFE=60.12FFE=61.51FFE=61.35FFE=62.35 FFE=59.47 FFE=59.86 FFE=62.28 FFE=64.16 FFE=65.97 FFE=65.12 FFE=66.42 FFE=61.32 FFE=61.00 FFE=60.92 FFE=59.93 FFE=59.92 FFE=60.40 FFE=60.33 FFE=59.90 FFE=59.79 FFE=64.86 2.1% 8' SIDEWALK BLOCK 3 BLOCK 5BLOCK 4 BLOCK 5 BLOCK 5 BLOCK 3 BLOCK 5 BLOCK 6BLOCK 6 BLOCK 6BLOCK 6BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 4 BLOCK 4 BLOCK 4 BLOCK 6 BLOCK 6 LOT 22 LOT 23 LOT 24 LOT 16 LOT 21 LOT 7 LOT 3 LOT 12 LOT 7LOT 5 LOT 6 LOT 9LOT 8 LOT 4 LOT 2 LOT 3 LOT 1 LOT 18 LOT 17 LOT 14 LOT 15 LOT 13LOT 10 LOT 11 LOT 23 LOT 22 LOT 19 LOT 20 LOT 12 LOT 18 LOT 10 LOT 11 LOT 14 LOT 13 LOT 15 LOT 17 LOT 9 LOT 8 LOT 5 LOT 6 LOT 1 LOT 2 LOT 4 LOT 14 LOT 16 LOT 12 LOT 13 LOT 15 LOT 25 LOT 16 LOT 31 LOT 39 LOT 11 LOT 28 LOT 25LOT 26LOT 29 LOT 27 LOT 34 LOT 33 LOT 32 LOT 30LOT 35LOT 36LOT 37 LOT 38 LOT 41 LOT 43 LOT 40 LOT 44 LOT 42 LOT 22LOT 18 LOT 24LOT 23LOT 20 LOT 21LOT 19 LOT 16LOT 15 LOT 17LOT 14LOT 13 LOT 3 LOT 8 LOT 9 LOT 10 LOT 12 LOT 7 LOT 6 LOT 4 LOT 5 LOT 2 LOT 1 TRACT R UDA&EAE TRACT T UDA&EAETRACT S UDA&EAE TRACT W D&AE TRACT X D&AE TRACT V UDA&EAE TRACT O D&AE SheetSANCTUARY ON THE GREENSThese 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 30 NORTH MATCHLINE-SEE SHEET C3.01B M KEYMAP LAPORTE AVE.TAFT HILL RD.( IN FEET ) 1 inch = ft. Feet04040 40 80 120 C3.03 C3.04 C3.05 C3.01 C3.02 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R MATCHLINE-SEE SHEET C3.05 C3.02GRADING PLAN14 LEGEND: 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS CONSTRUCTION STANDARDS, LATEST EDITION. 3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 6.DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. 7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. 8.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL, LANDSCAPING). 9.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE 100-YEAR FLOODPLAIN. 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. THIS WILL HELP PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL FEATURES INTO THE FUTURE. NOTES: EXISTING DECID. TREE EXISTING CONIF. TREE EXISTING LIGHT POLE EXISTING STUMP STEXISTING STORM SEWER LINE EXISTING CURB/GUTTER FLOWLINE 4:1BANK SLOPE PROPOSED ASPHALT CROSS SLOPE CONCENTRATED FLOW DIRECTION PROPOSED SWALE FLOWLINE PROPOSED OUTFALL CURB/GUTTER FLOWLINE PROPOSED STORM DRAIN WITH INLET PROPOSED CONTOUR EXISTING CONTOUR 79.45PROPOSED FINISH GROUND ELEVATION (79.45) EXISTING GROUND ELEVATION PROPOSED INFLOW CURB/GUTTER FLOWLINE 2.0% 4950 100-YR FLOODWAY 100-YR FLOODPLAIN SDTSALPOLYNDDD ONOTPO LLTE UCTIL EIRON RAINSTOWATERWAYS USD TSALPOLYND D D ONO TPOLLT E UCTILEI RONRAI NS TOWATERWAYS U TSALPOLYND D D ONOTPO LLTE UCTIL EIRON RAINST OWATERWA YS U TSALPOLYND D D ON OTPOLL T EUCT ILEIRON RAIN STOWAT ERWAYS UTSALPOLYND D D ON OTPOLL TEU CTILEIR ONRAIN STOWAT ERWAYS UTSALPOLYN D D D ONOT POLLTE UCTILE IRON RA INSTO WATERWAYS U TSALPOLYN D D D ONOT POLLTE UCTILE IRONR A INSTOWATERWAYS U TSALPOLYND D D ONO TPOLLT E UCTILE IRONRA I NSTOWA TERWAYS U TSALPOLYN D D D ONOT POLLTE UCTILE IRONRA INSTOWA TERWAYS U SBSBSBSB SBSB SB SB SB SB SB SB SBSB S B SDSDTSALPOLYND D DONOTPOLL TEUCT ILEIRON RAINS TOWATE RWAYS U TSALPOLYND D D O NOTPOLL TE UCTI LE IRONRA INS TOWATERWAYS U X X X X X X XXXXXXX XXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXX X X X XXXX X G VAULT CABLE CABLE TRAFFIC VAULT VAULT ELEC VAULT ELEC ELEC TELECABLE CABLE TELE TELE VAULT CABLE TELE VAULT ELEC ELEC VAULT ELEC VAULT ELEC CONTROL IRR MTELE VAULT ELEC TELEM VAULT TELE VAULT CABLE VAULT CABLEGAS TELE CONTROL IRR CONTROL IRR CONTROL IRR M VAULT ELEC T SVAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR TELE CONTROL IRR CONTROL IRR VAULT ELEC TELE VAULT CABLE GAS CONTROL IRR CONTROL IRR CONTROL IRR G CONTROL IRR CONTROL IRR VAULT ELECT S TT TVAULT ELEC M ELEC CONTROL IRR V.P. V.P.V.P. V.P. M E TELE T X X X XXXXXXOWNER LEORA & JAY SPENCE 316 IRISH DR. OWNER ROLAND & CAROL TREMBLE 317 IRISH DR. OWNER CARLA COOLEY 316 WEBB AVE. OWNER ERIC & MARY TACORONTE 317 WEBB AVE.IRISH DRIVEWEBB AVENUEOWNER KIRK WILSON W CHERRY STREET OWNER KIRK & DEBRA WILSON 320 N SUNSET STREET OWNER KIRK WILSON 310 N SUNSET STREET OWNER FRANK ERNSET 242 N SUNSET STREET OWNER KIRI SAFTLER 230 N SUNSET STREET OWNER POUDRE R-1 SCHOOL DISTRICT 2444 LAPORTE AVE OWNER POUDRE R-1 SCHOOL DISTRICT 2444 LAPORTE AVE OWNER FORREST SCHRUPP 2318 LAPORTE AVE OWNER CALVARY BAPTIST TEMPLE 2420 LAPORTE AVENUE OWNER RICHARD & DIXIE LOYD 2316 LAPORTE AVENUE LAPORTE AVENUE OWNER POUDRE R-1 SCHOOL DISTRICT 2444 LAPORTE AVE OWNER POUDRE R-1 SCHOOL DISTRICT 2444 LAPORTE AVE ACCESS DRIVEDETENTION POND 1 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK8' U.E. 8' U.E. 20' EOC-EOC 30' 30' 8' U.E. 8' U.E. 20' EOC-EOC 30' 8' U.E. 8' U.E. 28' EOC-EOC INLET 2B INV. OUT=5071.99 (NE) FG=5079.309 FES 2A INV. IN=5067.81 (SW) FG=5070.060 83.62 LF RCP @ 5.00 % INLET 3D INV. IN=5068.00 (W) INV. OUT=5068.00 (N) FG=5074.211 90° BEND 3E INV. IN=5068.09 (S) INV. OUT=5068.09 (E) FG=5075.421 INLET 3H INV. OUT=5069.17 (N) FG=5072.188 18.78 LF RCP @ 0.51% PROPOSED RETAINING WALL GRASS SWALE PROPOSED AREA INLETS GRASS SWALE 5' SIDEWALK30' FL-FL 51' ROW 9' U.E. 9' U.E. GRASS SWALE SIDEWALK CHASE STREET A STREET AGRASS SWALE STMH 1F INV. IN=5071.70 (S) INV. OUT=5071.70 (NE) FG=5082.504 STMH 1E INV. IN=5070.86 (SW) INV. IN=5070.86 (SE) INV. OUT=5070.86 (NE) FG=5081.820 STMH 1E-1A INV. IN=5070.91 (E) INV. OUT=5070.91 (NW) FG=5081.539 STMH 1D INV. IN=5070.70 (NW) INV. IN=5070.70 (SW) INV. OUT=5070.70 (NE) FG=5080.993 BASIN 1D-1A w/ WQ WEIR INV. IN=5071.65 (NE) INV. OUT=5071.65 (SE) FG=5080.953 STMH 1C INV. IN=5070.06 (SW) INV. OUT=5070.06 (E) FG=5080.345 STMH 1G INV. IN=5074.11 (W) INV. IN=5074.11 (E) INV. OUT=5074.11 (N) FG=5080.071 INLET 1G-1A INV. OUT=5074.21 (W) INV. OUT=5074.21 (E) FG=5079.737INLET 1G-2A INV. OUT=5074.31 (E) FG=5079.725 INLET 1D-1D INV. OUT=5071.81 (SW) FG=5079.000 INLET 1E-1B w/ WG WEIR INV. IN=5071.04 (E) INV. OUT=5071.04 (W) FG=5078.119 STMH 1B INV. IN=5069.16 (W) INV. OUT=5069.16 (N) FG=5078.113 INLET 1E-1C INV. OUT=5071.93 (W) FG=5076.814 FES 1A INV. IN=5067.50 (S) FG=5069.875 173.36 LF RCP @ 0.96%93.93 LF RCP @ 0.96%84.20 LF RCP @ 1.00%160.45 LF RCP @ 1.50%20.00 LF RCP @ 1.00% 64.63 LF RCP @ 0.99% 27.52 LF RCP @ 0.20% 118.27 LF HDPE @ 0.75% 53.94 LF RCP @ 1.76%81.87 LF RCP @ 0.20%67.25 LF RCP @ 0.20% 10.00 LF RCP @ 1.00% PROPOSED STORMTECH MC 4500 DETENTION CHAMBERS A6 33.81 LF RCP @ 0.50% INLET 3C INV. IN=5067.83 (S) INV. OUT=5067.83 (N) FG=5076.282 31.96 LF RCP @ 0.50% INLET 3B INV. IN=5067.67 (S) INV. OUT=5067.67 (N) FG=5076.270 75.02 LF RCP @ 1.00% FES 3A INV. IN=5066.92 (S) FG=5069.295 FUTURE 5' SIDEWALK (BY OTHERS)PROPOSED STORMTECH MC 4500 DETENTION CHAMBERS A5 2.9%2.9%2.1% 2.1%2.1%2.1%2.1% 2.3% GRASS SWALE 5' SIDEWALK RAIN GARDEN D514.6%4.7%PROPOSED 100-YR FLOODPLAIN23.2%21.8%BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 1 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 1 BLOCK 1 LOT 10 LOT 12 LOT 22 LOT 21 LOT 18 LOT 19 LOT 16 LOT 14 LOT 15 LOT 17 LOT 6 LOT 9 LOT 8 LOT 13 LOT 5LOT 4LOT 1 LOT 2 LOT 24 LOT 11 LOT 19 LOT 12 LOT 3 LOT 7 LOT 5 LOT 2LOT 4 LOT 1 LOT 6 LOT 11LOT 10LOT 9LOT 8LOT 7 LOT 13LOT 14LOT 15LOT 16LOT 17LOT 18 LOT 20 LOT 3 LOT 23 LOT 26 LOT 25 59.10 LF 12" HDPE @ 0.50% INLET 3G INV. IN=5068.87 (S) INV. OUT=5068.87 (N) FG=5071.892 59.12 LF 12" HDPE @ 0.50% INLET 3F INV. IN=5068.57 (S) INV. OUT=5068.57 (N) FG=5072.278 96.12 LF 12" HDPE @ 0.50% 3.2% TRACT B DE TRACT A UDA&EAE TRACT F D&AE TRACT D DAETRACT C DE TRACT G D&AE TRACT E UDA&EAE TRACT J D&AE TRACT H D&AE SheetSANCTUARY ON THE GREENSThese 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 30 NORTH MATCHLINE-SEE SHEET C3.04B M KEYMAP LAPORTE AVE.TAFT HILL RD.( IN FEET ) 1 inch = ft. Feet04040 40 80 120 C3.03 C3.04 C3.05 C3.01 C3.02 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R C3.03GRADING PLAN15 LEGEND: 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS CONSTRUCTION STANDARDS, LATEST EDITION. 3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 6.DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. 7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. 8.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL, LANDSCAPING). 9.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE 100-YEAR FLOODPLAIN. 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. THIS WILL HELP PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL FEATURES INTO THE FUTURE. NOTES: EXISTING DECID. TREE EXISTING CONIF. TREE EXISTING LIGHT POLE EXISTING STUMP STEXISTING STORM SEWER LINE EXISTING CURB/GUTTER FLOWLINE 4:1BANK SLOPE PROPOSED ASPHALT CROSS SLOPE CONCENTRATED FLOW DIRECTION PROPOSED SWALE FLOWLINE PROPOSED OUTFALL CURB/GUTTER FLOWLINE PROPOSED STORM DRAIN WITH INLET PROPOSED CONTOUR EXISTING CONTOUR 79.45PROPOSED FINISH GROUND ELEVATION (79.45) EXISTING GROUND ELEVATION PROPOSED INFLOW CURB/GUTTER FLOWLINE 2.0% 4950 100-YR FLOODWAY 100-YR FLOODPLAIN TSALPOLYN DD DO NOTPOLL TE UCT ILEIRON RAINS TOWATERWAYSUTSALPOLYN D D D ONOTP OLLTE U CTILEIR ON RAINSTO WATERWAY S U SD SD SD SD SD SD SD TSALPOLYND D D ONOTPO LLTE U CTILEIR ON RAINST OWATERW AYS U SDSDSDSDSDSDSDSDSDSDSDSDSDSDTSALPOLYND D DONOTPO LLT E UCT ILEIRON RAINST OWATERW AYS U TSALPOLYN D D D ONOT POLL TE UCT ILEIRON R AINSTOW ATERWAYS U SDSDSDSDSDTSALPOLYN D D D ONOT POLLTE UCTILE IRON RAINSTOWATERWAYS U TSALPOLYND D D O NOTPOLL TE UCTIL EIRON RAINS TOWATER WAYS U SD SD SDSDTSALPOLYND D D O NOTPOLL TE UCTI LEIRON RAINS TOWATERWAYS U NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS XXXXXXXXXXXXXXXXXXXXXXXXXX XXXST ST ST ST ST STSTST X X X XXXXXX X X XXXXXX X XXXXXX X XX X X X XXXX X X X STSTSTSTSTSTSTSTSTMH V.P.VAULT ELEC V.P. TTELE VAULT ELEC T MMM VAULT ELEC D TELE MTELEMTELE VAULT ELEC VAULT ELEC T SVAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR TGAS M VAULT ELEC VAULT CABLEVAULT CABLE CABLE MH D MH D CT T VAULT ELEC V.P. T M M VAULT ELEC VAULT ELEC CONTROL IRR CONTROL IRR VAULT ELECT S VAULT CABLE MH MH G ELEC ELEC ELEC ELEC T XXXOWNER LORIN YOUNG 316 N IMPALA DR.N IMPALA DRIVEOWNER CHRISTOPHER & SARAH WEEKS 317 N IMPALA DR. OWNER LEORA & JAY SPENCE 316 IRISH DR.IRISH DRIVEOWNER RICHARD & DIXIE LOYD 2316 LAPORTE AVENUE OWNER SYDNE ARCHAMBAULT 2314 LAPORTE AVENUE OWNER CURTIS LYONS LAPORTE AVENUE OWNER ALEX OZOLS 2224 LAPORTE AVENUE OWNER DANNY ROGERS 2214 LAPORTE AVENUE OWNER ROBERT JONES 2218 LAPORTE AVENUE OWNER JOSEPH LASALA 2216 LAPORTE AVENUE OWNER JAMES PEABODY 2212 LAPORTE AVENUE OWNER RANDOLPH MILAN 2140 LAPORTE AVENUE OWNER LAURA LARSON 320 N IMPALA DR.S IMPALA DRIVEBRIARWOOD ROADDETENTION POND 2 5' SIDEWALK5' SIDEWALK8' SIDEWALK4.5' SIDEWALK26' EOC-EOC STMH 4B INV. IN=5062.35 (W) INV. OUT=5062.35 (NE) FG=5067.393 71.9 1 L F R C P @ 5.2 4 % SUBDRAIN CLEANOUT A14 INV. IN=5057.19 (SE) INV. OUT=5057.19 (N) FG=5059.904 SUBDRAIN CLEANOUT A15 INV. IN=5057.38 (E) INV. OUT=5057.38 (NW) FG=5060.103 SUBDRAIN CLEANOUT A13 INV. IN=5056.61 (S) INV. OUT=5056.61 (N) FG=5059.389 115.91 LF PERF. PVC @ 0.50% GRASS SWALE SIDEWALK CHASE STREET A STREET A DETENTION POND 1 EXISTING BOX CULVERT TRASH ENCLOSURE (TYP.) CURB CUT & SIDEWALK CHASE 2 - (4X12) PROPOSED BOX CULVERT w/ CONCRETE CAP AND RESTRICTOR PLATE LAPORTE AVENUE5' SIDEWALK51' ROW 30' FL-FL 9' U.E. 9' U.E. 20' EOC-EOC 30' 20' EOC-EOC 8' U.E.8' U.E. 30' 8' U.E. 8' U.E. 57' ROW 36' FL-FL 9' U.E. 9' U.E. 38.81 LF PERF. PVC @ 0.50% 113.24 L F P E R F . P V C @ 0 . 5 0 % SUBDRAIN CLEANOUT A16 INV. OUT=5057.95 (W) FG=5060.788 PROPOSED CONCRETE WEIR WITH NOTCH AND WATER QUALITY PLATE 20' EMERGENCY ACCESS EASEMENT (BY SEPARATE DOCUMENT)FUTURE BRIARWOODROADPROPOSED 8' ASPHALT WALK STREET COUTFALL 4A INV. IN=5058.58 (SW) FG=5059.816 RAIN GARDEN D5 PROPOSED CONCRETE APRON PROPOSED STORMTECH SC 740 DETENTION CHAMBERS B3 5' U.E. 13' U.E. 5' GRAVEL BIORETENTION PROPOSED RETAINING WALL EXISTING BOX CULVERT SIDEWALK CHASE (TYP.) RAIN GARDEN D4 RAIN GARDEN D5 RAIN GARDEN D3 RAIN GARDEN D4 CURB CUT & SIDEWALK CHASE FUTURE 5' SIDEWALK (BY OTHERS)5:1 3:1 6:14:1 PROPOSED RETAINING WALL 4:1 4:14:14:14:1 2.3% PROPOSED HIGH POINT 2.1%2.1%2.1%2.1%2.0%2.2%RAIN GARDEN D5 3. 0 %2.0%2.9%2.8%PROPOSED GRADE BREAK INLET 4C INV. IN=5067.05 (W) INV. OUT=5067.05 (E) FG=5071.001 STMH 9C INV. IN=5059.07 (E) INV. OUT=5058.93 (W) FG=5064.714 INLET 9E INV. OUT=5059.14 (W) FG=5060.845 INLET 9B w/WQ WEIR INV. IN=5058.60 (E) INV. OUT=5058.60 (W) FG=5061.955 FES 9A INV. IN=5056.76 (E) FG=5057.993 39.32 LF RCP @ 4.68% 102.26 LF RCP @ 0.06% 168.99 LF RCP @ 0.20% 4' SIDEWALK PROPOSED 100-YR FLOODPLAIN PROPOSED 100-YR FLOODWAY PROPOSED 100-YR FLOODPLAIN 94.03 LF RCP @ 5.00% FFE=67.93 FFE=66.87 FFE=67.74 FFE=67.32 FFE=66.02 FFE=65.81 20' EMERGENCY ACCESS EASEMENT 8' U.E. BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 3 BLOCK 3 BLOCK 3 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 LOT 24 LOT 33LOT 28 LOT 3 LOT 37 LOT 23 LOT 26 LOT 25 LOT 27 LOT 30 LOT 29 LOT 31 LOT 34 LOT 32 LOT 35 LOT 38 LOT 36 LOT 10 LOT 18 LOT 27 LOT 22 LOT 10 LOT 13 LOT 11 LOT 12 LOT 15 LOT 14 LOT 16 LOT 17 LOT 20 LOT 19 LOT 25 LOT 26 LOT 29 LOT 21 LOT 24 LOT 23 LOT 28 LOT 14 LOT 3 LOT 12 LOT 13 LOT 15 LOT 8 LOT 11 LOT 9 LOT 5LOT 4LOT 1 LOT 2 BLOCK 2 TRACT I UD&AE TRACT P UDA&EAE TRACT K UDA&EAE TRACT L D&AE TRACT M UDA&EAE TRACT J D&AE TRACT N D&AE SheetSANCTUARY ON THE GREENSThese 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 30 NORTH MATCHLINE-SEE SHEET C3.05B M KEYMAP LAPORTE AVE.TAFT HILL RD.( IN FEET ) 1 inch = ft. Feet04040 40 80 120 C3.03 C3.04 C3.05 C3.01 C3.02 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call RMATCHLINE-SEE SHEET C3.03MATCHLINE-SEE SHEET C3.01 C3.04GRADING PLAN16 LEGEND: 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS CONSTRUCTION STANDARDS, LATEST EDITION. 3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 6.DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. 7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. 8.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL, LANDSCAPING). 9.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE 100-YEAR FLOODPLAIN. 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. THIS WILL HELP PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL FEATURES INTO THE FUTURE. NOTES: EXISTING DECID. TREE EXISTING CONIF. TREE EXISTING LIGHT POLE EXISTING STUMP STEXISTING STORM SEWER LINE EXISTING CURB/GUTTER FLOWLINE 4:1BANK SLOPE PROPOSED ASPHALT CROSS SLOPE CONCENTRATED FLOW DIRECTION PROPOSED SWALE FLOWLINE PROPOSED OUTFALL CURB/GUTTER FLOWLINE PROPOSED STORM DRAIN WITH INLET PROPOSED CONTOUR EXISTING CONTOUR 79.45PROPOSED FINISH GROUND ELEVATION (79.45) EXISTING GROUND ELEVATION PROPOSED INFLOW CURB/GUTTER FLOWLINE 2.0% 4950 100-YR FLOODWAY 100-YR FLOODPLAIN TSALPOLYN D D D ONOT POLLTE UCTIL EIRON RAINSTO WATERWAYS U SD SD SD SDSDSDSDTSALPOLYN DD D O NOTPOLL TE UCTILE IRONRAI NS TOWATERWAYS U SDXXXXXXX XXXXXXXXXXXXXX X X STSTST ST ST STSTSTSTSTSTSTSTSTSTST ST STXXXX X X XB M GAS M M M M M EELEC C MH D M M MMM VAULT ELEC T M FE SM TEST STA MW D D VAULT ELEC VAULT CABLE ELEC VAULT ELEC D MW MW ELEC TFES C T M FE SMW VAULT ELEC T S T SVAULT ELEC VAULT ELEC T SVAULT ELEC T SVAULT ELEC GAS VAULT ELEC D VAULT ELEC VAULT CABLEC VAULT ELEC VAULT ELEC CVAULT CABLEVAULT ELEC OWNER KURT VATTANO OWNER RANDOLPH MILAN 2140 LAPORTE AVENUE OWNER PAIGE HAIGH 2210 LAPORTE AVENUE OWNER CYNTHIA HERNANDEZ 2208 LAPORTE AVENUE OWNER KURT VATTANO OWNER KEITH & SHERALYN HESS 229 PENNSYLVANIA STREET OWNER SUSAN & CATHLEEN DESANTIS 230 PENNSYLVANIA STREET OWNER MELISSA VANDERSLUYS 223 PENNSYLVANIA STREET PENNSYLVANIA STREETOWNER PAULA METROPOULOS 224 PENNSYLVANIA STREET OWNER GILBERT BOYER 241 N TAFT HILL ROAD OWNER BRIAN & LAURA DAVIS 237 N TAFT HILL ROAD OWNER CARRIE HEYRMAN 233 N TAFT HILL ROAD OWNER HUGO RUTHERFURD 229 N TAFT HILL ROAD LAPORTE AVENUE BRIARWOOD ROADOWNER FAITH REALTY OWNER LAPORT OUTREACH MINISTRIES INC. 220 N TAFT HILL ROAD OWNER 7-ELEVEN 200 N TAFT HILL ROAD OWNER CITY OF FORT COLLINSNEW MERCER D ITCH NEW MERCER DITCH PROPOSED 42' HALF ROW EXISTING 40' HALF ROW N TAFT HILL ROADCLUBHOUSE DETENTION POND 5 EASEMENT EXCLUSION 5' S IDEWALK EXISTING 15" SANITARY SEWER OUTLET 11F w/ WQ PLATE INV. OUT=5051.09 (N) FG=5053.515 PEDESTRIAN BRIDGE RAIN GARDEN C5 12' G R A V E L DI T C H A C C E S S R O A D TOP OF DITCH CURB CUT & SIDEWALK CHASEINLET 6F INV. IN=5058.32 (W) INV. OUT=5058.32 (E) FG=5060.875 STMH 6D INV. IN=5056.76 (NW) INV. OUT=5056.76 (SE) FG=5062.535 STMH 6E INV. IN=5058.14 (W) INV. OUT=5058.14 (SE) FG=5062.414 STMH 11E INV. IN=5050.86 (S) INV. IN=5050.86 (NE) INV. OUT=5050.86 (NW) FG=5055.874 INLET 11E-1 INV. IN=5052.55 (NE) INV. OUT=5052.55 (SW) FG=5056.436 10' U.E. 5' U.E. 13' U.E. NATURAL HABITAT BUFFER ZONE 75' ELECTR ICTRANSMISS ION L INEEASEMENT BOOK 914PAGE 532 15' MAINTENANCE ACCESS EASEMENT116.86 LF RCP @ 0.20%DETENTION POND 4 RAIN GARDEN D3 RAIN GARDEN D4 11 4 . 5 5 L F R C P @ 1 . 2 0 % 36.32 LF RCP @ 0.50% STMH 6B INV. IN=5056.15 (NE) INV. OUT=5056.15 (S) FG=5063.141 42.57 LF RCP @ 0.50%161.24 LF RCP @ 0.50 % FES 6A INV. IN=5055.94 (N) FG=5057.977 OUTLET 12B INV. OUT=5054.74 (E) FG=5056.994 237.95 LF R C P @ 0 . 2 0 % RG BASIN 14B INV. IN=5054.27 (NE) INV. OUT=5054.27 (S) FG=5056.870 INLET 6C-1 INV. IN=5058.12 (N) INV. OUT=5058.12 (SW) FG=5060.700 4:14:1 5:1 4:1 4:1 8. 1 % 2.5% 2.1% 2.1 % 2. 0 % 6.3 % 2. 7% 2.3%2.0%CURB CUT & SIDEWALK CHASE 2.0%2.2%2.1%2.1%1 . 7%2.1%2.0%5' SIDEWALKPROPOSED RETAINING WALL PROPOSED CONCRETE WEIR 7: 1 6:1 8:1 4 : 12.3%2.4% 78.1 7 L F R C P @ 0. 5 2 % STMH 6C INV. IN=5056.55 (NW) INV. IN=5057.32 (NE) INV. OUT=5056.55 (SW) FG=5061.984 41.41 LF RCP @ 0.50% NATURAL HABITAT BUFFER ZONE 2' CONCRETE PAN NEW MERCER DITCH EASEMENT (WIDTH VARIES) CURB CUT CURB CUT 5 : 1 2.9% 5.3% 4' SIDEWALK 33.83 LF RCP @ 4.99%2.1% 2. 0 % 2. 1 %2.0%2.2%2. 0 %5:15.7% 4.4%4:17:12.2%7.5% 6:1 4 : 1 FES 14A INV. IN=5054.08 (N) FG=5055.315 37.77 LF RCP @ 0.50% FES 12A INV. IN=5054.27 (W) FG=5056.643 MAINTENANCE ROAD TURN AROUND PROPOSED 100-YR FLOODWAY PROPOSED 100-YR FLOODPLAIN EXISTING MANHOLE RIMS TO BE RAISED 1-FT ABOVE 100-YR WSEL (MIN. ELEV:5055.2)6:16' SIDEWALKFFE=66.02 FFE=65.81 FFE=64.63 FFE=65.42 FFE=59.00 20' EOC-EOC BLOCK 3 BLOCK 3 BLOCK 3 BLOCK 3 BLOCK 3 LOT 7 LOT 10 LOT 22 LOT 17 LOT 14 LOT 3 LOT 21 LOT 20 LOT 19 LOT 18 LOT 16 LOT 12 LOT 13 LOT 15 LOT 6LOT 8 LOT 9 LOT 5LOT 4LOT 1 LOT 2 TRACT P UDA&EAE TRACT R UDA&EAE TRACT U D&AE TRACT O D&AE SheetSANCTUARY ON THE GREENSThese 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 30 NORTH MATCHLINE-SEE SHEET C3.04B M KEYMAP LAPORTE AVE.TAFT HILL RD.( IN FEET ) 1 inch = ft. Feet04040 40 80 120 C3.03 C3.04 C3.05 C3.01 C3.02 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R MATCHLINE-SEE SHEET C3.02 C3.05GRADING PLAN17 LEGEND: 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS CONSTRUCTION STANDARDS, LATEST EDITION. 3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 6.DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. 7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. 8.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL, LANDSCAPING). 9.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE 100-YEAR FLOODPLAIN. 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. THIS WILL HELP PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL FEATURES INTO THE FUTURE. NOTES: EXISTING DECID. TREE EXISTING CONIF. TREE EXISTING LIGHT POLE EXISTING STUMP STEXISTING STORM SEWER LINE EXISTING CURB/GUTTER FLOWLINE 4:1BANK SLOPE PROPOSED ASPHALT CROSS SLOPE CONCENTRATED FLOW DIRECTION PROPOSED SWALE FLOWLINE PROPOSED OUTFALL CURB/GUTTER FLOWLINE PROPOSED STORM DRAIN WITH INLET PROPOSED CONTOUR EXISTING CONTOUR 79.45PROPOSED FINISH GROUND ELEVATION (79.45) EXISTING GROUND ELEVATION PROPOSED INFLOW CURB/GUTTER FLOWLINE 2.0% 4950 100-YR FLOODWAY 100-YR FLOODPLAIN TSALPOLYND D D O NOTPOLLTEUCT ILEIRONRAINSTOWATE RWAYS U TSALPOLYN DDDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU TSALPOLYND DD ONOTPO LLTEUCTILEIRONRAINST OWATERWAYS U TSALPOLYND D D ONOTPOLLT EUCTILEIRON RAINSTOWATERWAYSU TSALPOLYN DD DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS U TSALPOLYND DD ON OTPOLLTEUCTILEIRONRA INSTOWATERWAYS U TSALPOLYND D D ONOTPOLLTE U CTILEIRON RAINSTOWATERWAYSU TSALPOLYNDD DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU TSALPOLYND DD ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYSU TSALPOLYND D D ONOT POLLTEUC TILEIRONRAINSTOW ATERWAYS U TSALPOLYND DD ONOTPOLLT EUCTILEIRONRAI NSTOWATERWAYSU TSALPOLY NDD DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU TSALPOLYN DD D ONOTPOLLT EUCTIL EIRONRAI NSTOWATERWAYSU TSALPOLYND D DONOTPOLLTE UCT ILEIRON RAINSTOWATERWAYSU TSALPOLYND D D ONOTPOLLTE UCT ILEIRONRAINSTOWATERWAYSU TSALPOLYND DD ONOT POLLTEUCTILEIRON RAINSTOWATERWAYSU EEEEEEEEEE EEEE EEE EE EEE SBSBSBSB SBSB SB SB SB SBSB SB SBSB SBEE EEEEEEEEEEEEEEEEEEEEEEEEEEE E EEEE EEE EEEEEEEEE EEE TSALPOLYND D D ONOTPOLLTE UCTILEIRON RA INSTOWATERWAYSU TSALPOLYND DD ONOTPOL LTE UCTILEIRONRAINS TOWATERWAYS U TSALPOLYND D D ONOTPOLL TEUCTILEIRON RAIN STOWATERWAYSUTSALPOLYND DD ONOTPOLLTE UCTILEIRONRA IN STOWATERWAYSU TSALPOLYNDDDONOTPOLLTEUCT ILE IRONRAINSTOWATERWAYSU TSALPOLYN DD DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS U NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS E E EETSALPOLYND D D O NOTPOLLTEUCTILE IRONRAINSTOWATERWAYS U TSALPOLYNDD DONOTPOLLTEUCT ILEI RO NRAINSTOWATERWAYSU XOHU OHU OHU OHU OHU OHU OHU OHU SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SS SS SSSSSSSSSSSSSS SS SS SS SSOHUOHUOHUOHU GGXGFOFOFOOHU OHU OHU OHUXXX TTTGGGFOFOFOCTVCTVCTVEEEWWWTE W W CTVCTVFO FO G GFOFO FO FOCTVFOFOCTVCTVCTVCTVCTVFOFOFOFOW W W W EEEE E EEEEG G G G X XE FOFOFOTTTTTTG G G G G GWWW FO FOFOFOFOFOFOFOFOFOE E GGWFOGT T T TT CTVTTOHUXOHUOHUOHUOHUOHUG EEEFO FO WEFOCTVCTVCTV E E GGG G G G G GFOFOCTVCTVCTVCTVCTV FO FO FOEOHUOHUWGGECTVCTVCTVCTVCTV WWWWCTVCTVCTVCTVCTVFOFOFOFOFOGGGGGGGGWFOFOCTVEEEETTTTTOHUOHUOHUOHUCTVEGGGGGGGWGGGGWWGGFOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVGGGGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWWWWWWWXXCTVCTVCTVCTVOHUOHUOHUGGGGXXXXXXXXXXXTTTTTTOHUOHUXXXOHUOHUOHUOHUOHUX X SS SS SS SS SS ST STSTST ST SSSSSSST ST ST ST OHU OHU OHU OHU OHU OHU X XX XX XX X XXXX X X XXX STSTMH V.P. VAULTELEC V.P. T VAULT F.O. ELEC ELEC ELEC BRKRE CABLECABLETT CELEC CABLE FE SCABLE B M T TELE D CABLE TELE TELE F.O. F.O. S VAULTF.O. S W F.O. GAS HY DM WCS M M S M M S S EELEC C MH D MMMMM W VAULT ELEC T MCSH2OMM S C S HY DVAULT ELEC W D C S W WCSF E SW M M T W V.P.V.P.V.P.V.P.V.P. C VAULT F.O. T VAULTELEC MHYDGAS M V.P.VAULT ELECT M C C S C VAULT ELEC GAS M M W M CT VAULTELEC C W MMMMMMMM VAULTELEC H2O W C S CABLE ELEC W S W G SHYDVAULTCABLE CABLE TRAFFICVAULT VAULTELEC VAULTELEC ELEC TELECABLE CABLE TELE TELE VAULT CABLE F.O. CABLETELE W TELE VAULTELEC ELEC VAULTELEC VAULT ELEC CONTROLIRR W F.O. TELEMTELEMTELE VAULTELEC TELEM VAULT TELE VAULTCABLE VAULTCABLE VAULTF.O. GAS TELE CONTROLIRRCONTROLIRR CONTROLIRR HY DM VAULT ELEC T SVAULT ELEC CONTROLIRR CONTROLIRR CONTROLIRR CONTROLIRR TELE TELE CONTROLIRR CONTROLIRR F.O. VAULTELEC VAULTF.O.TELE VAULTCABLE GAS CONTROL IRR CONTROLIRR CONTROL IRR WH2O G CSW CSW C SW C S H2O TGAS F.O. S M CS HY DVAULT F.O. VAULTELEC VAULTCABLEVAULTCABLE CABLE MH D MH D M TESTSTA CT T VAULTELEC V.P. T M M VAULTELEC VAULTELEC CONTROL IRR CONTROL IRR VAULT ELECT S VAULT F.O. VAULT F.O. VAULTCABLE S MH MHW G ELECELECELEC ELEC C S C S TT TVAULT ELEC W M S F.O. VAULT F.O. ELEC CONTROL IRR V.P. V.P.V.P. V.P. M E C S MW F.O. D D VAULT ELEC VAULTCABLE ELEC VAULT ELEC D MW MW ELEC TFES C T M FE S MW VAULTELEC T S T SVAULT ELEC VAULTELEC T SVAULT ELEC T SVAULT ELEC GAS S VAULT ELEC D S VAULT ELECVAULT CABLEC VAULT ELEC VAULTELEC W CVAULT CABLEVAULTELEC S S S S S S TELE T TH TH X XXXWWVAULT ELEC OWNER KIRK WILSON W CHERRY STREET OWNER KIRK & DEBRA WILSON 320 N SUNSET STREET OWNER KIRK WILSON 310 N SUNSET STREET OWNER FRANK ERNSET 242 N SUNSET STREET OWNER KIRI SAFTLER 230 N SUNSET STREET OWNER POUDRE R-1 SCHOOL DISTRICT 2444 LAPORTE AVE OWNER POUDRE R-1 SCHOOL DISTRICT 2444 LAPORTE AVE OWNER FORREST SCHRUPP 2318 LAPORTE AVE OWNER CALVARY BAPTIST TEMPLE 2420 LAPORTE AVENUE OWNERRICHARD & DIXIELOYD2316 LAPORTEAVENUEOWNERSYDNE ARCHAMBAULT2314 LAPORTE AVENUEOWNERCURTIS LYONSLAPORTE AVENUEOWNERALEX OZOLS2224 LAPORTE AVENUEOWNERDANNY ROGERS2214 LAPORTE AVENUEOWNERROBERT JONES2218 LAPORTE AVENUEOWNER PATRICK ST. CLAIR 2216 LAPORTE AVENUE OWNER KURT VATTANO OWNER WILLIAM GREYBAR 413 N TAFT HILL ROAD OWNER ANDREA GABEL 420 N IMPALA DR. OWNER CITY OF FORT COLLINS OWNER FAITH REALTY OWNER MIRANDA SPINDEL 330 N TAFT HILL ROAD OWNER LAPORT OUTREACH MINISTRIES INC. 220 N TAFT HILL ROAD OWNER CITY OF FORT COLLINS OWNER 7-ELEVEN 200 N TAFT HILL ROAD OWNER CITY OF FORT COLLINS OWNER POUDRE R-1 SCHOOL DISTRICT 2444 LAPORTE AVE OWNER POUDRE R-1 SCHOOL DISTRICT 2444 LAPORTE AVE GREEN ACRES SUBDIVISION GREEN ACRES SUBDIVISION BELLWETHER FARM SUBDIVISION PROPOSED STORMTECH MC 4500 DETENTION CHAMBERS A6 PROPOSED STORMTECH SC-740 DETENTION CHAMBERS B3 DETENTION POND 3 DETENTION POND 2 DETENTION / WQ POND 1 DETENTION POND 4 DETENTION / WQ POND 5 RAIN GARDEN D5 RAIN GARDEN D3 RAIN GARDEN B2 RAIN GARDEN D3 RAIN GARDEN C5 RAIN GARDEN C6 PROPOSED STORMTECH MC 4500 DETENTION CHAMBERS C2 RAIN GARDEN D4N IMPALA DRIVEIRISH DRIVEWEBB AVENUEPENNSYLVANIA STREETLAPORTE AVENUE LAPORTE AVENUE N TAFT HILL ROADN TAFT HILL ROADLAPORTE AVENUE S IMPALA DRIVEBRIARWOOD ROADACCESS DRIVEN E W M E R C E R D I T C H NEW MERCER D ITCH NEW M E R C E R D I T C H NEW M E R C E R DI T C H STREET A STREET C STREET B1.13 ac. A-7 0.89 ac. A-4 3.08 ac. B-2 1.09 ac. C-4 3.63 ac. C-1 0.52 ac. A-8 2.88 ac. A-1 1.07 ac. B-4 2.21 ac. A-5 0.31 ac. A-3 2.41 ac. B-1 1.95 ac. B-3 0.93 ac. D-4 2.18 ac. C-2 2.32 ac. C-5 2.20 ac. C-72.32 ac. D-1 1.30 ac. D-2 1.68 ac. D-3 0.96 ac. A-6 0.88 ac. A-2 1.09 ac. C-3 1.64 ac. B-5 0.70 ac. C-8 GRAVEL BIORETENTION 100-YR FLOODWAY 100-YR FLOODPLAIN 100-YR FLOODWAY 100-YR FLOODPLAIN 100-YR FLOODWAY 100-YR FLOODPLAIN 100-YR FLOODPLAIN GRAVEL BIORETENTION 2.12 ac. C-6 B M KEYMAP LAPORTE AVE.TAFT HILL RD.SheetSANCTUARY ON THE GREENSThese 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 30 NORTH C6.00DRAINAGE EXHIBIT29 ( IN FEET ) 1 inch = ft. Feet0120120 120 240 360 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING CONTOUR PROPERTY BOUNDARY EXISTING STORM SEWER 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 FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE"Preliminary Drainage Report for Sanctuary West dated March 24, 2021" FOR ADDITIONAL INFORMATION. NOTES: FLOW PATH DRAINAGE BASIN BUBBLE A DESIGN POINT A BASIN BOUNDARY PROPOSED STORM SEWER FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION FLOODPLAIN NOTES: 1.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION 2.THIS PROJECT IS LOCATED WITHIN A FEMA 100-YEAR FLOODWAY AND FLOOD FRINGE AND MUST COMPLY WITH CHAPTER 10 OF THE CITY CODE. 3.ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED HEREON ARE PER NAVD 88 DATUM. 4.ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN FLOAT (E.G., PICNIC TABLES, BIKE RACKS, ETC.) MUST BE ANCHORED. 5.THE LOWEST FLOOR AND THE FINISHED FLOOR FOR ANY BUILDING IN THE FLOODPLAIN SHALL BE FLOODPROOFED UP TO THE REGULATORY FLOOD PROTECTION ELEVATION. 6.A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE FLOODPLAIN. 7.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL, LANDSCAPING). 8.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. 9.REFER TO THE PRELIMINARY DRAINAGE REPORT FOR SANCTUARY WEST DATED MARCH 24, 2021 FOR ADDITIONAL INFORMATION. POND SUMMARY TABLE Pond ID 100-Yr. Detention Vol. (Ac-Ft) Water Quality Capture Volume (Ac-Ft) Total Req'd Vol. (Ac-Ft) Peak Release (cfs) Pond 1 0.95 N/A 0.47 15.80 Pond 2 3.71 N/A 3.71 15.50 Pond 3 4.01 0.48 4.49 14.90 Pond 4 0.35 N/A 0.35 5.70 Pond 5 0.47 N/A 0.47 5.60 Design Point Basin(s)Area, A (acres) 2-yr Tc (min) 10-yr Tc (min) 100-yr Tc (min) C2 C10 C100 Intensity, i2 (in/hr) Intensity, i10 (in/hr) Intensity, i100 (in/hr) Flow, Q2 (cfs) Flow, Q10 (cfs) Flow, Q100 (cfs) WQ Flow (cfs) A1 A1 2.88 10 10 10 0.25 0.25 0.31 2.21 3.78 7.72 1.59 2.72 6.95 0.80 A2 A2 0.88 7 7 7 0.87 0.87 1.00 2.60 4.44 9.06 1.99 3.41 7.97 1.00 A3 A3 0.31 6 6 6 0.87 0.87 1.00 2.67 4.56 9.63 0.72 1.23 2.99 0.36 A4 A4 0.89 9 9 8 0.87 0.87 1.00 2.35 4.02 8.38 1.83 3.12 7.46 0.91 A5 A5 2.21 12 12 11 0.87 0.87 1.00 2.09 3.57 7.42 4.03 6.88 16.40 2.02 A6 A6 0.96 11 11 10 0.87 0.87 1.00 2.13 3.63 7.72 1.79 3.04 7.41 0.89 A7 A7 1.13 11 11 11 0.87 0.87 1.00 2.13 3.63 7.57 2.10 3.58 8.55 1.05 A8 A8 0.53 12 12 12 0.87 0.87 1.00 2.05 3.50 7.29 0.94 1.60 3.83 0.47 B1 B1 2.41 10 10 10 0.25 0.25 0.31 2.21 3.78 7.72 1.33 2.28 5.81 0.67 B2 B2 3.08 12 12 12 0.67 0.67 0.84 2.05 3.50 7.16 4.24 7.24 18.52 2.12 B3 B3 1.95 12 12 11 0.87 0.87 1.00 2.09 3.57 7.42 3.56 6.07 14.47 1.78 B4 B4 1.07 10 10 10 0.87 0.87 1.00 2.21 3.78 7.72 2.06 3.52 8.26 1.03 B5 B5 1.64 12 12 12 0.87 0.87 1.00 2.09 3.57 7.29 2.99 5.10 11.96 1.50 C1 C1 3.63 10 10 10 0.25 0.25 0.31 2.21 3.78 7.72 2.01 3.43 8.76 1.00 C2 C2 2.18 14 14 14 0.87 0.87 1.00 1.95 3.34 6.82 3.71 6.36 14.86 1.86 C3 C3 1.09 12 12 12 0.87 0.87 1.00 2.05 3.50 7.16 1.94 3.32 7.80 0.97 C4 C4 1.09 5 5 5 0.87 0.87 1.00 2.85 4.87 9.95 2.71 4.63 10.85 1.36 C5 C5 2.32 6 6 5 0.87 0.87 1.00 2.76 4.72 9.95 5.59 9.55 23.08 2.80 C6 C6 2.12 6 6 5 0.87 0.87 1.00 2.76 4.72 9.95 5.12 8.74 21.12 2.56 C7 C7 2.20 11 11 11 0.87 0.87 1.00 2.17 3.71 7.57 4.17 7.12 16.65 2.08 C8 C8 0.70 6 6 6 0.87 0.87 1.00 2.67 4.56 9.63 1.63 2.78 6.74 0.81 D1 D1 2.32 8 8 8 0.61 0.61 0.77 2.40 4.10 8.38 3.42 5.84 14.92 1.71 D2 D2 1.30 11 11 11 0.87 0.87 1.00 2.17 3.71 7.57 2.46 4.21 9.84 1.23 D3 D3 1.68 12 12 12 0.82 0.82 1.00 2.09 3.57 7.29 2.87 4.90 12.25 1.44 D4 D4 0.93 9 9 9 0.87 0.87 1.00 2.30 3.93 8.21 1.87 3.19 7.63 0.93 SheetSANCTUARY ON THE GREENSThese 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 30 C6.01FLOODPLAIN EXHIBIT30 FLOODPLAIN EXHIBIT FOR REFERENCE ONLY SEE SANCTUARY FLOODPLAIN REPORT FOR MORE INFORMATION