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HomeMy WebLinkAboutSPRING CREEK FARMS NORTH FILING NO. 2 - Filed SP-SITE/LANDSCAPE PLAN - 2012-11-30m a- %O N VICINITY MAP z APPLICANT / DEVELOPER DTMF INVESTMENTS, LLC 2725 ROCKY MOUNTAIN AVE. SUITE 200 LOVELAND, CO 80538 (970)962-9990 CIVIL ENGINEER TST, INC. CONSULTING ENGINEERS 760 WHALERS WAY BUILDING C, SUITE 200 FORT COLLINS, CO 80525 (970) 226-0557 ARCHITECT / PLANNER OZ ARCHITECTURE 1805 29TH STREET, SUITE 2054 BOULDER, CO 80301 (303) 449-8900 0 SPRING CREEK FARMS NORTH FILING NO.2 LANDSCAPE ARCHITECT / ENTITLEMENT PLANNER NORRIS DESIGN 1101 BANNOCK STREET DENVER, CO 80204 (303)892-1166 LEGAL DESCRIPTION SPRING CREEK FARMS NORTH FILING NO. 2 BEING A REPLAT OF OUTLOT A OF SPRING CREEK FARMS NORTH, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 19, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLUNS, COUNTY OF LARIMER, STATE OF COLORADO. INDEX TO PLANS CC=/ER - SITE PLAN OVERALL SITE PLAN SITE PLAN NOTES 10/05/12 DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES SP-1 APPROVED THIS kjMPAY OF W I 20 j• BY THE COMMUNITY DEVELOPMENT AND NEIGHBORIJOOD SERVICES JRECTOR OF THE CITY OF SP-2 FORT4f�I,I.INS, COLORAP4 i/,_ / 1. ZONE DISTRICT - MMN, MEDIUM DENSITY MIXED -USE NEIGHBORHOOD DISTRICT. 2. AT LEAST THREE (3) DIFFERENT BUILDING DESIGNS WILL BE PROVIDED AS PER LAND USE CODE, DIVISION 4.6.E.b, AND AT LEAST THREE (3) DISTINCTIVE COLOR SCHEMES WILL BE PROVIDED AS PER LAND USE CODE 4.8.E.C. 3. THERE ARE NO CITY OR FEMA DESIGNATED FLOODPLAIN OR FLOODWAYS LOCATED ON THE SITE. 4. THERE ARE NO WETLANDS, WATERCOURSES, RESERVOIRS, PONDS, OR IRRIGATION DITCHES LOCATED ON THE SITE. 5. THERE ARE NO EXISTING TREES OR NATURAL HABITATS ON SITE OR WITHIN 5W FEET OF THE PROJECT BOUNDARY. 6. THE CIT1' OF FORT COLLINS POWER TRAIL IS LOCATED APPROXIMATELY 4W TO THE WEST OF THE PROJECT SITE ON THE WEST SIDE OF THE UNION PACIFIC RAILROAD TRACKS. 7. SEE PLAT AND UTILITY PLANS FOR ALL EASEMENTS, LOT AREAS, DIMENSIONS AND DESIGN OF STREETS AND WALKS. S. SEE GRADING AND DRAINAGE PLANS FOR THE DRAINAGE COURSES AND STRUCTURES. 9. THERE ARE NO PUBLIC PARKS ON THIS SITE. THE AMENDED OVERALL DEVELOPMENT PLAN FOR SPRING CREEK FARMS NORTH, DATED APRIL 25, 2011 SHOWS A SMALL NEIGHBORHOOD PARK PLANNED IN PARCEL D, WHICH IS ON THE WEST SIDE OF JOSEPH ALLEN DRIVE AND ADJACENT TO THIS SITE. ALL DWELLING UNITS ON THIS SITE ARE WITHIN 1300 FEET WALKING DISTANCE TO THAT NEIGHBORHOOD PARK. THIS NEIGHBORHOOD PARK MUST BE FULLY INSTALLED BEFORE THE LAST CERTIFICATE OF OCCUPANCY IS ISSUED FOR THIS PROJECT. 10. ACTIVE RECREATION AREAS ON THE SITE INCLUDE THE 18,000 SF LAWN AREA ADJACENT TO THE POOL, PLAYGROUND, POOL DECK AREA, THE SPORT COURT, AND THE DOG PARK. 11. THE MAIN LOOP ROAD THROUGH THE SITE IS DESIGNATED AS A "STREET -LIKE PRIVATE DRIVE". 12. PROPOSED PERIMETER TREATMENTS: ON THE EASTERN EDGE OF THE PROJECT ALONG TIMBERLINE ROAD A TREE LAWN WITH TURF BETWEEN THE BACK OF CURB AND THE SIDEWALK WILL BE PROVIDED. ON THE NORTHERN, SOUTHERN, AND WESTERN PERIMETERS ALONG CHARLES BROCKMAN DRIVE, DRAKE ROAD, AND JOSEPH ALLEN DRIVE WILL BE A TREE LANK WITH TURF BETWEEN THE BACK OF CURB AND THE SIDEWALK AND A SINGLE ROW OF TREES AT 49 SPACING. FROM THE SIDEWALK TO THE BUILDING FACES WILL BE A MIX OF TURF AND WATER -WISE LANDSCAPING BEDS ALONG WITH A VARIETY OF CANOPY, ORNAMENTAL, AND EVERGREEN TREES. EVERGREENS WILL ALSO BE USED TO SCREEN THE EQUIPMENT AREAS ON THE SIDES OF THE BUILDINGS FROM THE STREET. 13. THE TRAILS AT TIMBERLINE APARTMENTS MANAGEMENT ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND IRRIGATION OF THE TREE LAWN BETWEEN THE BACK OF CURB AND SIDEWALK ALONG ALL PERIMETER ROADWAYS INCLUDING TIMBERLINE ROAD, DRAKE ROAD, CHARLEo BROCKMAN DRIVE AND JOSEPH ALLEN DRIVE. 14. SIGNAGE AND ADDRESSING ARE NOT PERMITTED THROUGH THE DEVELOPMENT REVIEW PROCE£". 15. A MODIFICATION OF SECTION 3.2.1(K)(1)(a) REGARDING THE USE OF 114 DETACHED GARAGES AND 4 ATTACHED GARAGES TOWARD THE 514 PARKING SPACE MINIMUM MULTI -FAMILY PARKING SPACE REQUIREMENTS WAS APPROVED AT PUBLIC HEARING. THE APPROVED MODIFICATION INCLUDES CHARGING AN ADDITIONAL FEE ASSOCIATED WITH PROVIDING A GARAGE TO AN OCCUPANT. COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES DIRECTOR OWNER'S CERTIFICATION OF ACCEPTANCE OF CONDITIONS KNOW ALL MEN BY THESE PRESENT THAT: THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE THE LAWFUL RECORDED OWNERS OF THE PROPERTY SHOWN ON THIS PROJECT DEVELOPMENT PLAN, EXCEPT ANY EXISTING PUBLIC STREETS, ROADS, OR HIGHWAYS, DO HEREBY CERTIFY THAT VWE ACCEPT THE CO PI IONS AND RESTFjICTIONS SET FORTH ON SAID PLAN AND IN THE CONDITIONS OF APPROVAL BY THE CITY OF FORT COLLINS, DATED _, 20,aAND THAT I/WE CONSENT TO THE RECORDATION OF ANY INFORMATION PERTAINING THERETO. OWNER: DTMF INVESTMENTS, LLC, A COLORADO LIMITED LIABILITY COMPANY BY: MCWHINNEY REAL ESTATE SERVICES, INC., A COLORADO CORPORATION, MANAGER i BY: CHIEF OPERATING OFFICER DO L. HILL NOTARY PUBLIC STATE OF COL-OjLAVO ) COUNTY OF _LA E I ^ E. JL ) � SS THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ,Q -- DAY OF O c+ 200- BY: o A)l a-S L . H:11 WITNESS M HAND AND OFFICIAL SEAL: MY COMMISSION EXPIRES: J%4. lj 2^13 nPUBLIC NOTARY PUBLIC My Cm". bp+°s Jww 21. 2013 OWNER'S CERTIFICATION OF ACCEPTANCE OF CONDITIONS KNOW ALL MEN BY THESE PRESENT THAT: THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE THE LAWFUL RECORDED OWNERS OF THE PROPERTY SHOWN ON THIS PROJECT DEVELOPMENT PLAN, EXCEPT ANY EXISTING PUBLIC STREETS, ROADS, OR HIGHWAYS, DO HEREBY CERTIFY THAT UWE ACCEPT THE CONDITIONS AND RESTRICTIONS SET FORTH ON SAID PLAN AND IN THE CONDITIONS OF APPROVAL BY THE CITY OF FORT COLLINS, DATED 20j.�tAND THAT INWE CONSENT TO THE RECORDATION OF ANY INFORMATION PERTAINING THERETO. OWNER: SC RESIDENTIAL, LLC A COLORADO LIMITED LIABILITY COMPANY N102" l 1W STATE OF ...:O.i COUNTY OF A. oP_ ) � SS ��yy�� THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS Ley DAY OF Qio6e✓ _ 201a,._ BY: WITNESS MY HAND AND OFFICIAL SEAL: ?IvAlCH MY COMMISSION EXPIRES: A�s��' �OTARy 1 v,'•., PUBLIC r.(i i 40 VOTARY PUBLIC pnm�luaO` � om TST, INC. 760 Whalers Way Building C, Suite 200 Fort Collins, Phone: Colorado 970 226 0557 Fax: 970.226.0204 McWHINNEN' Lifestyle Communities N O Z ! V Z W Z of 000 MLU r.v+ m 0 O Z 06 0 Q mU LL V) W C J LL C O �e LU LU H -t LU w �_ UO. U ~ F- V LL a. V ) PROJ. NO. 1045.0039.00 DRAWN: R.O.B. CHECKED: H.E.M. DESIGNED: DATE: 10/05/12 REVISIONS 0039SITE PLAN FDP SPRING CREEK FARMS NORTH FILING NO.2 ISSUED FOR: FINAL DEVELOPMENT PLAN SHEET TITLE: COVER- SITE PLAN SCALE: AS NOTED SHEET NUMBER SPE1 S-277 2649 N 'T 0. 1 IMt5tr%LIIVt MUAU ►; NOTE: THE PARKWAY AND SIDEWALK ALONG THE WEST SIDE OF JOSEPH ALLEN DRIVE IS NOT REQUIRED TO BE BUILT AS A PART OF THIS PROJECT, BUT WILL BE REQUIRED TO BE INSTALLED IN THE FUTURE WITH THE BUILDOUT OF THE PARCEL ABUTTING THE WEST SIDE OF JOSEPH ALLEN DRIVE RIGHT-OF-WAY. Irrigation Construction Notes 1. DRAWINGS AND BASE INFORMATION - ALL BASE AND PLANTING INFORMATION HAVE BEEN PROVIDED BY NORRIS DESIGN. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY HYDROSY5TEMS•KDI OF ANY DISCREPANCIES BETWEEN THE UTILITY OR PLANTING PLANS AND THE IRRIGATION PLAN. IF CONTRACTOR FAILS TO NOTIFY HYIDRO5Y5TEM5*KDI AND MAKES CHANGES TO THE IRRIGATION SYSTEM DESIGN, HE ASSUMES ALL COSTS AND LIABILITIES ASSOCIATED WITH THOSE FIELD CHANGES. REFER TO SPECIFICATIONS FOR ADDITIONAL PROJECT REQUIREMENTS, 2. SYSTEM PRESSURE - HYDROSYSTEMS•KDI HAS CONTACTED THE LOCAL WATER DISTRICT THAT SERVES THIS SITE AND THEY HAVE BEEN TOLD THAT THE STATIC WATER PRESSURE IN THIS AREA SHOULD BE 120 PSI MIN. THE CONTRACTOR 15 RESPONSIBLE TO FIELD VERIFY PRESSURE PRIOR TO COMMENCING ANY CONSTRUCTION AND NOTIFY HYDRO5Y5TEM5•KDI OF ANY VARIANCE FROM THE STATED PRESSURE. IF CONTRACTOR FAILS TO FIELD VERIFY PRESSURE AND/OR NOTIFY HYDROSYSTEMS•KDI OR ANY VARIATIONS FROM THIS PRESSURE, THEN HE ASSUMES ALL CONSTRUCTION AND ENGINEERING COSTS ASSOCIATED WITH SYSTEM MODIFICATIONS REQUIRED TO ACCOMMODATE ACTUAL SITE PRESSURE. THIS SYSTEM HAS BEEN DESIGNED FOR A REQUIRED STATIC PRESSURE OF 112 PSI MINIMUM. 3. IRRIGATION SYSTEM OPERATION INTENT - THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TO IRRIGATE THE ESTABLISHED LANDSCAPE WITHIN A SIX NIGHT PER WEEK, NINE HOUR PER NIGHT WATERING WINDOW. ESTABLISHMENT WATERING WILL REQUIRE UP TO TWICE AS MUCH IRRIGATION FOR A FOUR TO 51X WEEK PERIOD. THE DESIGN 15 BASED ON THE FOLLOWING PROJECTED WEEKLY APPLICATION RATES AFTER ESTABLISHMENT. THESE FIGURES ARE BASED ON A 30-YEAR AVERAGE WEATHER DATA AND WILL NEED TO BE ADJUSTED DUE TO SEASONAL CHANGES AND WEATHER CONDITIONS ABOVE AND BELOW THE AVERAGE VALUES UTILIZED. BLUEGRASS TURF 1.60" PER WEEK PEAK SEASON ORNAMENTAL PLANTINGS 1.00" PER WEEK PEAK SEASON NATIVE SEED MIXES 1.00" PER WEEK PEAK SEASON (TWO SEASONS) NOTE: IT 15 THE INTENT OF THI5 DESIGN THAT NATIVE AREAS WOULD ONLY BE IRRIGATED FOR E5TA5L I5HMENT. 4. EQUIPMENT INSTALLATION - IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATION EQUIPMENT BE INSTALLED WITHIN PROPERTY LIMITS AND WITHIN LANDSCAPED AREAS. ANY EQUIPMENT SHOWN OUTSIDE OF THESE LIMITS IS SHOWN IN THAT LOCATION FOR GRAPHICAL CLARITY ONLY. ALL VALVE BOXES SHALL BE INSTALLED A MINIMUM OF 2'-0" FROM EDGE OF ANY PAVED SURFACES. ALL VALVE BOXES SHALL BE PLACED A MINIMUM OF 3'-0' FROM THE CENTERLINE OF ANY DRAINAGE SWALE. 5. SLEEVING - ALL SLEEVING UNDER PAVED SURFACES SHOWN ON PLANS 15 BY CONTRACTOR UNLESS OTHERWISE NOTED. SLEEVING SHALL BE INSTALLED IN THE SIZES AND QUANTITIES SHOWN ON PLANS OR BASED ON THE SCHEDULE BELOW. WHERE SLEEVES ARE SHOWN, BUT NOT LABELED, FOLLOW THE SCHEDULE BELOW. ALL MAINLINE, CONTROL WIRES AND DRIP LINES UNDER PAVED SURFACES ARE TO BE INSTALLED IN SLEEVING. SLEEVED PIPE SIZE/WIRE QUANTITY REQUIRED SLEEVE SIZE & (QUANTITY) 3/4'' - 1114'' PIPING 2" PVC (1) %" - 2" PIPING 4" PVC (1) COMMUNICATION GABLE 3" PVC (1) 6. POP-UP SPRAYNOZZLES - CONTRACTOR TO INSTALL PLASTIC NOZZLES ON ALL POP-UP SPRAY HEADS. INSTALL Il SERIES NOZZLES ON ALL HEADS SPACED AT 15' TO 16'. INSTALL 15 SERIES NOZZLES ON ALL HEADS SPACED AT 12' TO 14'. INSTALL 12 SERIES NOZZLES ON ALL HEADS SPACED 10' TO 111. INSTALL 10 SERIES NOZZLES ON ALL HEADS SPACED AT 8' TO 93'. INSTALL 8 SERIES NOZZLES ON ALL HEADS SPACED LESS 6' TO 1'. INSTALL 5 SERIES NOZZLES ON ALL HEADS SPACED 5' OR LESS. INSTALL SIDE STRIP NOZZLES ON ALL HEADS WITH AN "5' DESIGNATION AND RIGHT AND LEFT CORNER STRIP NOZZLES ON ALL HEADS WITH A 'L' OR "R' DESIGNATION. VARIABLE ARC NOZZLES SHOULD BE UTILIZED ADJACENT TO CURVILINEAR SHRUB BEDS OR FOR ANY ANGLES THAT ARE NOT A STANDARD NOZZLE ANGLE. 7. DRIP IRRIGATION - REFER TO IRRIGATION DETAIL SHEET FOR DRIP EMITTER QUANTITIES AND PLACEMENT. 8. ADJUSTMENT - CONTRACTOR SHALL FINE TUNE/ADJUST THE IRRIGATION SYSTEM TO REDUCE/AVOID OVERSPRAY ONTO HARD SURFACES BY ADJUSTING NOZZLE DIRECTION AND NOZZLE RADIUS. 9. UNLABELED PIPING - ALL UNLABELED LATERAL PIPING SHALL BE 3/4' MINIMUM UNLESS OTHERWISE NOTED. 10. 2-WIRE SYSTEM NOTES - CONTRACTOR SHALL GROUND ALL DECODERS AND DECODER WIRE PER MANUFACTURERS RECOMMENDATIONS AND STANDARDS. (MINIMUM OF EVERY 500' OF WIRE OR EVERY IOTH DECODER AND AT ALL ENDS OF WIRE RUN). A. CONTRACTOR SHALL USE ONLY MANUFACTURED 2-WIRE WIRE (PAIGE P1354D FOR HUNTER). B. ONLY USE SINGLE STATION DECODERS (SEE SCHEDULE FOR SPECIFIC MODEL). C. ONLY USE SENSOR DECODER FOR FLOW SENSOR (SEE SCHEDULE FOR SPECIFIC MODEL) IF INDICATED ON PLANS. D. LOOP 5' OF 2-WIRE INTO ALL VALVE BOXES (WITH DECODERS AND SPLICES) FOR MAINTENANCE. E. USE ONLY 3M D5R-6 WATERPROOF CONNECTORS ON ALL WIRE SPLICES AND ALL WIRE SPLICES ARE TO BE MADE WITHIN A VALVE BOX WITH CONTROL VALVES OR A SEPARATE 10' ROUND VALVE BOX FOR WIRE SPLICES. F. INSTALL SURGE PROTECTOR RODS OR PLATES 8 LF. FROM VALVES, DECODERS, AND COMMUNICATION WIRE, G. LOOP EXTRA 10' OF 2-WIRE INTO A VALVE BOX AT PHASING LINES FOR FUTURE CONNECTION (IF INDICATED ON PLANS). Know wmrs below. 3 0 15' 30' 6I CON before you da NORTH SCALE: 1"= 30'-0" HydroSystems-0, Inc./, trgab_ . \\ Canibm 860 Tabor Street Stile 200 Lakewood Colorado8040, 303-980-5327 303-980-5384 (tax) REFER TO SHEET 1-1 FOR IRRIGATION CONSTRUCTION NOTES AND PLAN REFER TO SHEET 1-2 FOR IRRIGATION SCHEDULE AND PLAN REFER TO SHEET 1-3 FOR IRRIGATION CHARTS AND PLAN REFER TO SHEET 1-4 THROUGH 1-6 FOR IRRIGATION DETAILS my J NOMIS DESIGN 1101 Bannock Street Denver, Colorado 80204 P 303.892.1166 F 303.892.1186 www.norris-design.com VV McWHINNEY 272S Rocky Mountain Ave. Suite 260 LovelanrL G) 807:i8 970-962-9990 J_ LL O Z U) � r LL. W W W C) r V Z J cu F— 0 Z Lp co 00 0 O U od Cu 0 CuU Z N Z _ 0 G H PROJ. NO. 1045.0039.00 DRAWN: AMC CHECKED: KJD DESIGNED: AMC DATE: 10/05/2012 REVISIONS: SPRING CREEK FARMS NORTH FILING NO. 2 ISSUED FOR: FINAL DEVELOPMENT PLAN SHEET TITLE: IRRIGATION PLAN AND NOTES SCALE: AS NOTED SHEET NUMBER ki S•277 2649 II NO N 1 tJf t W C/] z C~ 5. I IMbLKLIINE KUAU NOTE: THE PARKWAY AND SIDEWALK ALONG THE WEST SIDE OF JOSEPH ALLEN DRIVE IS NOT REQUIRED TO BE BUILT AS A PART OF THIS PROJECT, BUT WILL BE REQUIRED TO BE INSTALLED IN THE FUTURE WITH THE BUILDOUT OF THE PARCEL ABUTTING THE WEST SIDE OF JOSEPH ALLEN DRIVE RIGHT-OF-WAY, tsac of ilmm A Irsiyid Irrigation Schedule SYMBOL MANUFACTURER MODEL NO. DESCRIPTION DETAIL NO. OGO* HUNTER / TORO PR05-06-PRS30-CV W/ PRECISION SERIES NOZZLE POPUP SPRAY HEAD II R P, HUNTER / TORO PROS-06-STRIP NOZZLEPRECISION POPUP SPRAY HEAD II OV HUNTER / TORO PROS-I2-PRS30-CV W/ PRECISION SERIES NOZZLE-5' HI -POP SPRAY HEAD 12 HUNTER I-20-06 W/ 0 NOZZLE GEAR DRIVEN ROTOR 13 HUNTER ICV SERIES W/ A5-ADJ REGULATOR AND ICID-100 DECODER ELECTRIC CONTROL VALVE 14 HUNTER HQ-44-LRG QUICK COUPLING VALVE 9 ® HUNTER ACC-99D-PED ELECTRIC CONTROLLER 4 4 16 ® HUNTER WIRELESS SOLAR SYNC - W65-5EN RAIN SHUT-OFF DEVICE 5 ® FEBCO 825YA WITH WATTS 223-HP PRV BACKFLOW PREVENTER 1 N/S GUARDSHACK se -I BACKFLOW PREVENTER ENCLOSURE 2 N/S MATCO OR EQUAL 201X - 3/4'' MANUAL DRAIN VALVE 10 MATCO OR EQUAL LINE SIZE GATE VALVE 8 HUNTER ICV-F5 W/ ICD-100 DECODER MASTER CONTROL VALVE 3 •.•.•. CLASS 200 BE - 21/2" 4 SMALLER PVC MAINLINE I CLASS 200 BE PVC LATERAL -1 CLAS5 200 PVC 5LEEVING 6 - - - - - - CLASS 200 BE - 1" PVC DRIP LATERAL 18 CENTENNIALEQUAL OR DURA-POL POLY DRIP TIDING 3/4'' MIN. 8 ® HUNTER PCZ-101 (LF) OR ICZ-101 (HF) W/ AS-ADJ REGULATOR AND ICD-100 DECODER DRIP VALVE ASSEMBLY l ® DRIP LINE BLOW-OUT STUB 19 N/S RAIN BIRD XERI-BUG DRIP EMITTERS 18 N/5 HUNTER CD-100 VALVE DECODER 3, 14 4 15 N/5 PAIGE P1354D 2-WIRE DECODER GABLE 3, 14, 15, 11 G)A GROUNDING LOCATION 15 4 16 e WOODFORD MODEL Y34 YARD HYDRANT 20 O WATER METER RE: CIVIL CONTROLLER 4 STATION NO. CONTROL VALVE 51ZE CONTROLLER 4 STATION NO. s VALVE 51ZE - HF OR LF DRIP VALVE ca 015' 30' 60' NORTH SCALE: 1"= 39-0" HydroSystems-0 Inc. mwbm corlaft \\ 860 Tabor Street Site 200 •V Lakewood, Cdcrado 80401 303-%0-5327 303-%0-5384 (fax) Knorr wws below. C81 bofon you ft REFER TO SHEET 1-1 FOR IRRIGATION CONSTRUCTION NOTES AND PLAN REFER TO SHEET 1-3 FOR IRRIGATION CHARTS AND PLAN REFER TO SHEET 14 FOR IRRIGATION PLAN REFER TO SHEETS 1-4 THROUGH 1-6 FOR IRRIGATION DETAILS mr!" NOIKIS DESIGN 1101 Bannock Street Denver, Colorado 80204 P 303.892.1166 F 303,892.1186 www.norris-design.com CIO MCWHINNEY 272S Rocky Mountain Ave. Suitc 200 Loveland, CO 80538 970-962-9990 CV O �Z V Z L.L O 04 2 Z o 00 L O G O 0 CU z U 06 o LL LU Cn Z LL _ O W LU E o PROJ. NO. 1045.0039.00 DRAWN: AMC CHECKED: KJD DESIGNED: AMC DATE: 10/05/2012 REVISIONS: SPRING CREEK FARMS NORTH FILING NO. 2 ISSUED FOR: FINAL DEVELOPMENT PLAN SHEET TITLE: IRRIGATION PLAN AND SCHEDULE SCALE: AS NOTED SHEET NUMBER -2 S-277 2649 A61 A60 sl dr HF 25 I" ' 2ab? �O 2Y2rr �i (In" det / ttbWIT wr F � sn " A r r' l-1 G 1 � � Jai POINT OF CONNECTION - 2" PEAK FLOW REQUIREMENT- 80 GPM, REQUIRED STATIC PRESSURE- 112 PSI TIE ONTO 2" COPPER STUB -OUT DOWNSTREAM OF WATER METER (BY OTHERS) AT 54'' DEPTH IN THIS APPROXIMATE LOCATION. EXTEND 2" TYPE K SOFT COPPER AT 48" MINIMUM DEPTH TO BACKFLOW PREVENTER LOCATION. INSTALL ONE WINTERIZATION ASSEMBLY, ONE 2" REDUCED PRESSURE BACKFLOW PREVENTER WITH ONE WATTS 223-HP PRESSURE REDUCING VALVE (SET PRV r 112 PSI.) AND PROTECTIVE ENCLOSURE, ONE MANUAL DRAIN VALVE, ONE QUICK COUPLING VALVE AND EXTEND PVC MAINLINE AS SHOWN. INSTALL ONE 2" ICV VALVE WITH DECODER AND PROGRAM TO CONTROLLER AS MASTER VALVE. WORK SHALL CONFORM TO LOCAL CODE. FEES AND PERMITS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID FOR BY CONTRACTOR. FINAL BACKFLOW PREVENTER LOCATION SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. CONTROLLER LOCATION "A" PEDESTAL MOUNT ONE 99 STATION HUNTER ACC-D CONTROLLER, AT INDICATED LOCATION. 120 VOLT POWER IS AVAILABLE WITHIN 25 LF. OF CONTROLLER LOCATION FROM METER PEDESTAL. ELECTRICAL METER, WIRE/CONDUIT, STEP-DOWN TRANSFORMER AND POWER CONNECTION TO CONTROLLER 15 BY CONTRACTOR WITH WORK CONFORMING TO LOCAL CODES. FEES AND PERMITS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID BY CONTRACTOR. FINAL CONTROLLER LOCATION SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION. MOUNT ONE HUNTER WIRELESS SOLAR SYNC DEVICE ON BUILDING WHERE THERE IS 20 FT. OF CLEARANCE FROM ANY OVERHANG OR OBSTRUCTING FEATURE. INSTALL RAIN SENSOR RECEIVER IN CONTROLLER PEDESTAL ENCLOSURE. FINAL RAIN SENSOR LOCATION SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION. s GARA( Z B Mn„ ZY2rr Mn Mn' J \ f , GARAC / C I � {I f i JOSEPH ALLEN DRIVE Y/--`�✓ V\ Mn', T �AR CARE CEN GARAGE E GARAGE 2�rr n t D I ,:: I + I I I ; A2 R / dr PF Mn^ ,�V2rrA GRAVEL GARAGE H T GARAGE G I / ii (2)2"r '1 { / I { I\ I � l 1 I {�1 I { J J l .............................. ., ry Mn^ 3n" # t BLDG. 3 4 ): 1 Z Mn" $� J Mn' BLDG.4 l � 1 zna qJ: , f V r !�{ r \ , l ' r GARAGE F \ I \ BLDG.5 J en { •___7.sa.F- pr R 5 IM,___-cp __ 3 e„r,.�•�•�•L. �•r • �•rn• •r•� �•rrr• elIDer elIDer 04 ,' 41.0er e1.0er (20: 9.0er 5er 1�:: � �IDer 9.0er 95 r 12 e3IDer •3IDer •3 er 1}.4: �:, 1:: 415 r 9IDer �p '3IDer (kj' tv4' ty4• tY1• _ <; -I--- 4 - K e3msr 43m.r- - «s ®.r 93,0.r P'lloer 9er ♦5, •3 m. - -9IDer A A46 A4, A45 A49 dr NF dr HF 15 r' 4s%" 4, 1 2" S. TIMBERLINE ROAD 21/ 32 1 2" N 75- 4 1::,:r V4' -7 p:2:: A52 ls,\ ,:2" A51 I,: I06 (Q) �l ♦ (I 5er 3IDer 5sr C NOTE: THE PARKWAY AND SIDEWALK ALONG THE WEST SIDE OF JOSEPH ALLEN DRIVE IS NOT REQUIRED TO BE BUILT AS A PART OF THIS PROJECT, BUT WILL BE REQUIRED TO BE INSTALLED IN THE FUTURE WITH THE BUILDOUT OF THE PARCEL ABUTTING THE WEST SIDE OF JOSEPH ALLEN DRIVE RIGHT-OF-WAY. IRRIGATION WATER BUDGET CHART Hydrozone Area (sf) Water Needs (gal/sf) Annual Water Use (gallons) High 104,385.00 18 1,878,930.00 Moderate 111,057.00 10 11110,570.00 Low 17,843.00 3 53,529.00 Very Low 44,328.00 0 0.00 TOTAL 277,613.00 Avg : 10.96 39043,029.00 Project Name: Trails At Timberline Project Location: Ft Collins Irrigation System Hydraulic Worksheet Prepared by HvdroSystems-TDI, Inc. Date: 19-Jul-12 Static Water Pressure: 120.00 From: Wes of. Ft Collins Water Hydraulic Grade: @ Zone A26 Quantity Velocity Equipment or (one if not Nominal Equipment or Friction Loss Through through Flow Rate Loss/Gain Material specified) Size Pipe Material Pipe per Chart (psi) pipes (ft/sec) (gpm) (psi) Corp Stop: 2" Typical Corp. Stop 80 0.50 Svc Line (tap to meter): 30LF 2" KCopper 6.14 /100FT 8,51 80 1.84 Curb Stop: 2" Typical Curb Stop 80 0.30 Water Meter: 2" Typical Meter 80 4.90 Svc Line (meter to back -flow): 15 LF 2" K Copper 6.14 /100 FT 8.51 80 0.92 Backflow: 2" Febeo 825YA 80 12.50 Stop & Waste: 2" Typical Stop & Waste Valve 80 0.40 Master Valve: 2" Hunter ICV 80 3.20 Flow Sensor: 2" FS 80 0.00 Cate Valve: 2 2 1/2" Typical Bronze Gate Valve 80 0.06 Cate Valve: 2 2 1/2" Typical Bronze Gate Valve 80 0.06 Cate Valve: 2 2 1/2" Typical Bronze Cate Valve 80 0.06 Cate Valve: 1 2" HP - PRV Valve 80 13.00 Pressure Required at Head: Rotors 45.00 Lateral Allowance: 3.00 Control Valve allowance: 2" Hunter ICV 80 3.20 Mainline allowances: 20 LF 2 1/2" CL 200 PVC 1.36 / 100 FT 4.82 80 0.27 2000 LF Looped 2 1/2" CL 200 PVC 0.38 /100 FT 2.41 80 7.60 150 LF 2 1/2" CL 200 PVC 136 / 100 FT 4.82 80 2.04 Mainline Fitting allowance: 10% of Mainline allowances 0.99 Elevation: Tap Dev. 0 Control Valve Elev. 4 1.73 Factor of Safety: 10% System Losses 10.16 Total System requirements (PSI) 111.74 Available pressure (PSI) 120.00 Difference (PSI) 8.26 REFER TO SHEET 1-1 FOR IRRIGATION 30 15' 39 60' NORTH SCALE: t"= 30'-0" HydroSystems-KDI, Inc. �� IRRIGATION DETAILS 860 Tabor street, Sate 200 r Lakewood, Colorado 80401 303-WO-6327 303-980-5384 (fax) -rs CONSTRUCTION NOTES AND PLAN Know what's below. REFER TO SHEET I-2 FOR IRRIGATION CaN Wore you as SCHEDULE AND PLAN REFER TO SHEETS I-4 THROUGH I-6 FOR NOIKIS DESIGN 1101 Bannock Street Denver, Colorado 80204 P 303.892.1166 F 303.892.1186 www.norris-design.com co McWHINNEY 2725 Rocky Mountain Avc. Suite 20) Loveland, CO 8t/.978 970-962-9990 CV O �z V Z J U. Z O ��27� O VJ w LL = L�U/ 2 LL Q f0 V Z ; LL 13. VJ 000 OLO NN LO �00 ICU 0 0 iU od O CU O �U � o �U. PROD. NO. 1045.0039.00 DRAWN: AMC CHECKED: KJD DESIGNED: AMC DATE: 10/05/2012 REVISIONS: SPRING CREEK FARMS NORTH FILING NO. 2 ISSUED FOR: FINAL DEVELOPMENT PLAN SHEET TITLE: IRRIGATION PLAN AND CHARTS SCALE: AS NOTED SHEET NUMBER I 3 a S-277 2649 NOTE: CONCRETE PAD PENETRATIONS TO BE I' A LARGER THAN TUBING DIAMETER REFER TO ENCLOSURE DETAIL FOR CONCRETE PAD DIMENSIONS DIAMETER OF FITTINGS, NIPPLE AND TUBING SHALL EQUAL DIAMETER OF BACKFLOW PREVENTER N UNLESS NOTED OTHERWISE. BRONZE UNION - CxF W/ 2' BRONZE NIPPLE 6. THICK CONCRETE PAD LENGTH AS REQUIRED 30' MIN. WIDTH TOP OF 5LA5 TO BE I' ABOVE FINISH N GRADE 10'RDU44D VALVE BOX BRAND 'WA' (WINTERIZATION N ASSEMBLY) INTO VALVE BOX LID - REFER TO TECHNICAL SPECIFICATIONS -E( PROTECTIVE ENCLOSURE - REFER TO DETAIL REDUCED PRESSURE BACKFLOW PIREVENTER / WATTS 223-HP PRESSURE REGULATING VALVE W/ l LINE SIZExCL BRASS NIPPLE (SIZE PER PLAN) CxM ADAPTER QUICK COUPLING VALVE - INSTALL AS PER Q.C.V. DETAIL — •E—iiiilii EE 0 0 Ilii= v, O TYPE 'K' PVC PRESSURE HARD MAINLINE REFER TO COPPER IRRIGATION SCHEDULE I/4" CxMALE ADAPTER WITH 1/4" BRASS THREADED CAP (COMPRESSION FITTINGS ARE NOT ACCEPTED) I/4" TYPE K' COPPER PIPE LINE SIZE x 1/4" FLARExFLARE COPPER TEE (COMPRESSION FITTINGS ARE NOT ACCEPTED) IRRIGATION SHUT-OFF VALVE (AY McDONALD 6105 OR EQUAL, STOP VALVE ONLY, NO DRAIN ALLOWED) - TO BE 5' MINIMUM DOWNSTREAM OF METER PIT SERVICE LINE FROM WATER METER BACKFLOW PREVENTER W/Pressure Regulating Valve NOTES: CONTRACTOR TO GROUND AND PROVIDE SURGE PROTECTION FOR CONTROLLER IN ACCORDANCE WITH MANUFACTURER'S RECO`MENDATIONS AND GROUND ROD(S)/PLATES SHOWN. CONTROLLER GROUNDING SHALL COMPLY W/ MANUFACTURERS SPECIFICATIONS. INSTALL A DISCONNECT SWITCH AND 120 VOLT GFI RECEPTACLE WITHIN PEDESTAL ALL ELECTRICAL WOW TO CONFORM TO LOCAL CODE. SLOP£ PLAN VIEW DISCONNECT SWITCH 4 RECEPTACLE CONTROLLER INSTALL 4' HT. SELF ADHE51VE VINYL LETTERING CORRESPONDING WITH CONTROLLER • ON OUTSIDE SURFACE O' ENCLOSURE DOOR DECODER WIRE 0© 34' NON-METALLIC LIQUIDTITE CONDUIT W/ MALE ADAPTERS (2) AND LOCK RINGS, WASHERS CONCRETE PAD CLOSEST FINISH GRADE ,AD—{ F GROUNDING ROD (REFER TO DETAIL) GROUNDING WIRE (REFER TO DETAIL) ?PVC CONDUIT W/ SWEEP ELL - GROUND WIRE I' PVC CONDUIT W/ SWEEP ELL - DECODER WIRE 34' PVC CONDUIT W/ SWEEP ELL - 120v SERVICE ELECTRIC CONTROLLER IIII FINISH GRADE TRENCH NOTES PAD PENETRATIONS FOR BACKFLOW PREVENTER RISERS TO BE I' LA SER THAN RISER DIAMETER TOP SURFACE OF CONCRETE PAD SHALL BE I' ABOVE FINISH GRADE. BPDI GUARDSHACK GS SERIES ENCLOSURE G5-.5 15' GS-I 24' EQ ¢ EQ �t Y BFP MODEL/SIZE ENCLOSURE MODEL X Y FEBCO 525YA - 314' 36-.5 12' 24' FEBCO 525YA - 1', 1V2' 4 2' G5-1 24' 36' CONCRETE PAD INSTALL ENCLOSURE ANCHORS AS PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE OWNER WITH KEYED PADLOCK FOR ENCLOSURE PROVIDE ENCLOSURE IN FEDERAL GREEN COLOR BACKFLOW ENCLOSURE MOUNT IN LOCATION WHERE SENSOR CAN RECEIVE FULL SUN, 15 OPEN TO RAINFALL AND OUT OF SPRINKLER SPRAY PATTERN EQ EQ RECTANGULAR VALVE BOX WITH EXTENSIONS AS REQUIRED. BRAND 't1V' INTO VALVE BOX LID. REFER TO TECHNICAL TO TECHNICAL SPECIFICATIONS. FIN15H GRADE Y I II TWO RUNS 414 AWG UFUL WIRING — TO DECODER • LT—j III PROVIDE ADDITIONAL WIRING WITHIN BOX TO ALLOW REMOVAL OF CONTROL VALVE FROM BOX FOR MAINTENANCE PURPOSES. COTROL VALVE REFERRTO PLAN FOR SIZING 6' 6' 3/4' GRAVEL SUMP - 2 CU. FT. PLAN PVC PRESSURE MAINLINE -REFER TO PLAN FOR FOR SIZE. TWO RUNS Fl4 AUC% UFUL WIRING TO NEXT DECODER FLOW 0 0 0 On o HUNTER SOLAR SYNC - TOP OF TO BE ABOVE GUTTER AND/OR ANY OBSTRUCTIONS ADJUSTABLE LENGTH MOUNTING ARM SECURE TO POLE WITH SS -CLAMPS LIGHT POLE NOTE: MOUNT SENSOR RECEIVER WITHIN CONTROLLER PEDESTAL ET MANAGEMENT DEVICE GATE VALVE 10'ROUND VALVE BOX BRAND 'GV' ON LID OF VALVE BOX. REFER TO TECHNICAL SPECIFICATIONS. FINISH GRADE GATE VALVE W/ CROSS HANDLE AND SOLID WEDGE DISC 3/4' CRUSHED GRAVEL SUMP - FILL BOX TO WITHIN 2' OF TOP O= 6' PVC ACCESS SLEEVE 6' CLASS 160PVC SLEEVE BOTTOM TO BE NOTCHED AND CONTACT TOP OF PRE55URE MAINLINE PVC PRESSURE MAINLINE SCH. 40 PVC MALE ADAPTER (2) - SIZE TO EQUAL GATE VALVE DIAMETER UNDISTURBED SOIL REFER TO ELECTRIC CONTROL VALVE DETAIL FOR MORE INFORMATION ON WIRING MASTER CONTROL VALVE WITH DECODER PAVED SURFACE CURB AND GUTTER - IF APPLICABLE SLEEVE LOCATIONS SHALL BE MARKED WITH BLUE PAINT ON TOP O' CURB (TYPICAL BOTH ENDS) ROUGH GRADE SEAL ENDS OF SLEEVE WITH CLOTH DUCT TAPE (TYPICAL) PVC SLEEVING (TYPICAL) NOTE: ALL SLEEVING TO BE CLASS 200 BE PVC, SIZE AS NOTED. INSTALL SLEEVES IN SIDE -BY -SIDE CONFIGURATION AT MULTIPLE SLEEVE LOCATIONS (DO NOT VERTICALLY STACK SLEEVING) IRRIGATION SLEEVING 10' ROUND VALVE BOX BRAND 'QC' INTO VALVE BOX LID. REFER TO TECHNICAL SPECIFICATIONS. FINISH GRADE — T —Im-- IIIIIIII. 3/4' CRUSHED GRAVEL - SUMP - FILL BOX TO WITHIN 2' OF BOTTOM OF QCV LID QUICK COUPLING VALVE 1' BRASS NIPPLE — LENGTH AS REQUIRED �L 3, II—IIII 2- Tag a0w I—IIII 0 0 -IIII 0 tea' a A ¢ 00 , Oo 0 ' a 0 0 0 LINE SIZE BRASS COUPLING �/2'X12' MBAR STABILIZING STAKE TYPICAL TWO SIDES PER QUICK COUPLING VALVE LOCATION LASCO 'G 136-212 UNITIZED SWING JOINT W/ 5RA55 INSERT STABILIZER ELBOW. PROVIDE WITH I' MIPT INLET PRESSURE MAINI-NExI' PVC SERVICE TEE - SOLVENT WELD OR GASKETED FITTING REFER TO SPECIFICATIONS APPLY TEFLON TAPE TO ALL THREADED NIPPLES QUICK COUPLING VALVE HydroSystems-KDI, Inc. iWton A. 860 Tabor Street SUte 200 Lakewood Cobrado 80401 303-800-5327 303-960-53e4 (tax) REFER TO SHEET 1-1 FOR IRRIGATION CONSTRUCTION NOTES AND PLAN REFER TO SHEET 1-2 FOR IRRIGATION SCHEDULE AND PLAN REFER TO SHEET 1-3 FOR IRRIGATION CHARTS AND PLAN REFER TO SHEETS 1-5 AND 1-6 FOR IRRIGATION DETAILS mwr)" NOIRIS DESIGN 1101 Bannock Street Denver, Colorado 80204 P 303.892.1166 F 303.892.1186 www.nords-design.com co McWHINNEY 2725 Rocky Mountain Ave. Suite 2W Loveland, CO 80538 970-962-9990 m LO o N Z C a) CU O CC U od C� / CU u Z c� Z S_ 2 C: /p L E O PROJ. NO. 1045.0039.00 DRAWN: AMC CHECKED: KJD DESIGNED: AMC DATE: 10/05/2012 REVISIONS: SPRING CREEK FARMS NORTH FILING NO. 2 ISSUED FOR: FINAL DEVELOPMENT PLAN SHEET TITLE: IRRIGATION DETAILS SCALE: AS NOTED SHEET NUMBER Im4 S-277 2649 10' ROUND VALVE BOX - BRAND THE LETTER 'D' IN LID- REFER TO TECHNICAL SPECIFICATIONS 2' VALVE MARKER -Q V 3/4' CRUSHED GRAVEL SUMP N 1 CU. FT. _ FINISH GRADE I 4 I —I I I I —III I— r` . -I 1 111 o ° o o �1=11111111 � -IIII IIII N 2' GL160 PVC ACCESS SLEEVE - I I IIII LENGTH AS REQUIRED 3/4' FxF SC 4W PVC SO ELL (2) 3/4'xCL PVC NIPPLE BCH. SO (2) O 3/4'x6' BCH. O0 GALVANIZED STEEL NIPPLE 3/4' BRASS GLOBE VALVE E3/4' MxF SCHAO PVC 90 ELL BOIL BLANKET COVERING SUMP 3/4'x4' PVC NIPPLE BCH. 80 3/4' CRUSHED GRAVEL SUMP SEE TECHNICAL SPECIFICATIONS FOR SUMP SIZE PVC PRESSURE MAINLINE APPLY TEFLON TAPE TO ALL MALE THREADED PVC FITTINGS AND ALL NIPPLES MANUAL DRAIN VALVE DBR-6 MODEL ICD-100— DECODER TWO BLACK WIRES VALVE SOLENOID 10 RECTANGULAR VALVE BOX. BRAND DBR-6 LID WITH CONTROLLER 4 STATION'. REFER TO TECHNICAL SPECIFICATIONS. CENTER BOX OVER ASSEMBLY 4' I 111-111 FINISH GRADE 1 I —I PROVIDE 60' CONTINUOUS COILS OF ALL 'MAINTENANCE' 111__ SPAN CONTROL/COt'MON WIRING WITHIN VALVE BOX (PER DECODER) DBR-6 PVC BALL VALVE - FIPTxFIPT 0 0 00 U7 ELECTRIC CONTROL VALVE a 'Q o 3/4' CRUSHED GRAVEL SUMP - FILL BOX TO WIRE ° BOTTOM OF VALVE BODY 0 IST DPTOTH �o 0 .D BCH. 80 PVC NtPPL£ - LENGTH AS XT DECODER o REQUIRED PVG LATERAL o SERVICE TEE - SOLVENT WELD SWEEP TO SPECIFIED DEPTH OR GASKETED FITTING - REFER TO SPECIFICATIONS ID WIRE PATH TWISTED TO NEXT DECODER PVC MIPTxSLIP ADAPTER NOTE: DIAMETERS OF BALL VALVES, PVC FITTINGS AND NIPPLES SHALL EQUAL ELECTRIC CONTROL VALVE DIAMETER TO EARTH GROUND, REFER VALVE BOXES SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO GROUNDING DETAIL TO ADJACENT SIDEWALKS AND HARD SURFACES WHERE APPLICABLE APPLY TEFLON TAPE TO ALL MALE THREADED FITTINGS AND THREADED NIPPLES ELECTRIC CONTROL VALVE WITH DECODER 14 DRIP TUBING/PIPING - REFER TO SCHEDULE STAINLESS STEEL WORM GEAR OR PINCH CLAMP MIPTxINBERT PvC ADAPTER PRESSURE REGULATING FILTER CONTROL VALVE ID WIRE PATH -TWISTED TO NEXT DECODER RECTANGULAR VALVE BOX - BRAND BOX LID W/ CONTROLLER AND STATION NUMBER - REFER TO TECHNICAL SPECIFICATIONS. PVC BALL VALVE (MIPTxMIPT) TWO BLACK WIRES TO VALVE SOLENOID FxF SCH. 40 PVC WcI ELL W/ BCH. 80 VERTICAL NIPPLE - LENGTH AS REQUIRED PRESSURE SUPPLY LINE 3/4' CRUSHED GRAVEL SUMP - FILL BOX TO BOTTOM OF VALVE BODY. ALL VALVE ASSEMBLY COMPONENTS SHALL BE CLEARLY VISIBLE WITHIN VALVE BOX BLACK WIRES TO VALVE SOLENOID ID WIRE PATH -TWISTED FROM PREVIOUS DECODER WATER PROOF CONNECTION (DDR-6) DECODER SECURED TO PVC PIPE (REFER TO GROUNDING DETAIL) NOTE: INSTALL ASSEMBLY TO REST ON GRAVEL SUMP. CONTAIN ENTIRE ASSEMBLY WITHIN BOX. NO VALVE BOX EXTEN81'ONS WILL BE ACCEPTED PROVIDE 3'-4' CLEARANCE BETWEEN TOP OF CONTROL VALVE SOLENOID AND BOTTOM OF VALVE BOX LID. TOP OF VALVE BOX TO Be FLUSH WITH FINISH GRADE VALVE BOX SHALL NOT REST ON DRIP TUBING DRIP VALVE ASSEMBLY BOL Lun cx c.,tr AL CTKfiVC i CURB 4 GUTTER, SIDEWALK =1 I OR SURFACE WHERE Af-FLIcABLE— POP-UP SPRAY HEAD W/ PURPLE COVER '/2' MALExBARB ELL 1-2' CA. POLYETHYLENE SWING PIPE j (4 LF. MAXIMUM LENGTH) 1/2' MALExBARB ADAPTER PVC LATERAL PIPING W/ LINE SIZEx�i2' SLIPxr1PT FITTING NOTE: DIAMETERS OF FITTINGS AND NIPPLES SHALL EQUAL ROTOR INLET DIAMETER SET HEAD PERPENDICULAR TO FINISH GRADE POP-UP SPRAY HEAD RECTANGULAR VALVE BOX WITH CONTROL VALVE AND DECODER DECODER — DECODER, WIRE TIE (2)J TO 3/4' PVC PIPE TO STABILIZE IN VALVE BOX 12, MIN FINISH GRADE V-12' MINIMUM' SECURE DECODER TO PVC PIPE WITH NYLON WIRE TIE (2) }�o 0 J0-3OC 0 o )t O C 0 0 c SUBGRADE 3/4' PVC TO DECODER "6 BRAIDED COPPER WIRE HI -POP SPRAY 10' ROUND VALVE BOX WIRE CLAMP 3' I 3/4' CRUSHED GRAVEL SUMP (2 C.U. FT.) 8 FT. COPPER GROUNDING ROD DECODER GROUNDING DETAIL Em DRIP EMITTER PLANTING BACKFILL MATERIAL POLY DRIP TUBING PLANT ROOTBALL EMITTER - STAKE TO EDGE OF ROOTBALL EMITTER TUBING - 60" MAXIMUM LENGTH PLAN 15 SET BOTTOM OF CAP AT GRADE CURB AND GUTTER, SIDEWALK OR HARD SURFACE WHERE APPLICABLE 12' HI -POP SPRAY HEAD I12' MALExBARB 00 ELBOW t2' FLEX PIPE (6'-12' LENGTH) 1/2' MALExBARB ADAPTER PVC LATERAL PIPING W/ SCH. 40 PVC LINE SIZExk2' SLIPxFIPT FITTING NOTE: SET HEAD PERPENDICULAR TO FINISH GRADE APPLY TEFLON TAPE TO ALL MALE PVC THREADED FITTINGS SIDE INLET IS NOT TO BE UTILIZED FOR SWING JOINT CONNECTION HEAD 12 SET LIP AT FINISHED GRADE CURB AND GUTTER, SIDEWALK OR HARD SURFACE WHEN APPLICABLE SPECIFIED ROTOR RBxMAL£ ELL XYETHYLENE SWING PIPE KIMUM LENGTH) BARB ADAPTER _ _RAL PIPING W/ LINE 6IZEx11/2' SLIPxFIPT FITTING SET HEAD PERPENDICULAR TO FINISH GRADE GEAR DRIVEN ROTOR HEAD CONTROLLER(S) % CONTINUOUS SOLID BARE COPPER WIRE (TYP.) CADWELD GTII6IG 'ONE SHOT' WELD 5/8' x 8 FT. COPPER -GLAD GROUNDING ROD % CONTINUOUS SOLID BARE COPPER WIRE (TYP.) COPPER GROUNDING PLATE 4"x96"x 0.0626" — GROUND ENHANCEMENT MATERIAL PER MANUFACTURER'S RECOMMENDATIONS , 13 HydroSystems-01, Inctn 860 Tabor Street SUte 20, • \�// Lakewood Colorado 80401 303-980-5327 i�, = — — ., , RACE 303-93o-5334 (fax) 3-0' ll']-! 5' REFER TO SHEET 1-1 FOR IRRIGATION GROUNDING PLATE DESIGN CONSISTS OF ONE VERTICAL 8-FOOT COPPER CONSTRUCTION NOTES AND PLAN CLAD GROUNDING ROD (AT LEAST EIGHT FEET FROM THE EQUIPMENT), AND ONE COPPER GROUNDING PLATE PER 40 STATIONS REQUIRING GROUNDING. INSTALL GROUNDING PLATE HORIZONTALLY, THREE FEET DEEP AND 15FROM REFER TO SHEET 1-2 FOR IRRIGATION THE GROUNDING ROD. SHOULD MULTIPLE RODS/PLATES BE REQUIRED, THEY SHALL DE PLACED A MINIMUM OF 3 LINEAR FEET FROM EACH OTHER REFER TO ASIC STANDARDS FOR MORE INFORMATION. SCHEDULE AND PLAN NOTE: PERFORM CADWELD CONNECTION TO GROUNDING ROD(S) AND PLACEMENT CF GROUNDING PLATE(S) IN OWNER'S PRESENCE PRIOR TO BACKFILL. REFER TO SHEET 1-3 FOR IRRIGATION FIELD UNIT GROUNDING CHARTS AND PLAN 16 REFER TO SHEET 1-4 AND 1-6 FOR IRRIGATION DETAILS PLANT MATERIAL EMITTER - REFER TO SCHEDULE FOR EMITTER QUANTITY. REFER TO SPECIFICATIONS FOR MANUFACTURER AND MODEL NUMBER MULCH LAYER EMITTER MICRO -TUBING POLY DRIP TUBING - RE: TECHNICAL SPECIFICATIONS 6" 10 GAUGE JUTE STAKE OR APPROVED EQUAL SECTION PLANT SIZE EMITTER FLOW RATE EMITTER QTY. AT MULCHED BED LOCATIONS EMITTER CITY. AT NATIVE SEED LOCATIONS I GALLON MATERIAL 05 GPH ONE EACH ONE EACH 5 GALLON MATERIAL 05 GPH TWO EACH TWO EACH I k2" CALIPER TREE I.m GPH THREE EACH FOUR EACH 2" CALIPER TREE Iz GPH FOUR EACH SIX EACH 212" CALIPER TREE RID GPH SIX EACH EIGHT EACH 3" CALIPER TREE RID GPH EIGHT EACH TEN EACH 311/2" CALIPER TREE RID GPH NINE EACH ELEVEN EACH 4" CALIPER TREE RID GPH TEN EACH TWELVE EACH 6 FT. CONIFEROUS TREE RID GPH FOUR EACH SIX EACH 8 FT. CONIFEROUS TREE RID GPH SIX EACH NINE EACH 10 FT. CONIFEROUS TREE RID GPH EIGHT EACH TWELVE EACH 12 FT. CONIFEROUS TREE RID GPH TEN EACH FOURTEEN EACH NOTES: INSTALL EMITTERS ON OPPOSING SIDES OF ROOTBALL. THREE OR MORE EMITTERS SHALL BE EQUALLY SPACED AROUND ROOT BALL. EMITTERS ARE TO BE INSTALLED TO CLEAR SURFACE BY A MINIMUM OF I" AND A MAXIMUM OF 2". FLUSH ALL LINES THOROUGHLY, INCLUDING EMITTER MICRO -TUBING PRIOR TO EMITTER INSTALLATION. IF PLANTING ON A 4:1 SLOPE OR STEEPER, INSTALL BOTH EMITTERS ON UPHILL SIDE OF ROOT BALL. EMITTERS SHALL BE SELF -FLUSHING, PRESSURE COMPENSATING -TYPE UNLESS NOTED OTHERWISE WITHIN TECHNICAL SPECIFICATIONS. DRIP VALVE ZONES ARE DESIGNED TO ACCOUNT FOR DIFFERENCES IN PLANT REQUIREMENTS (HYDROZONES) AND SUN EXPOSURE CONTRACTOR SHALL ENSURE HYDROZONES ARE VALVED SEPARATELY AS SHOWN ON PLAN. SITE CONDITIONS MAY DICTATE THAT MULTIPLE SUN EXPOSURES ARE VALVED TOGETHER DURING THE DESIGN PROCESS. CONTRACTOR SHALL ADJUST EMITTER SCHEDULE AS FOLLOWS: EMITTER QUANTITIES SHALL REMAIN THE SAME BUT EMITTER GAL ONAGES 514AL L BE DOUBLED FOR PLANT5 WITH SOUTH AND WEST EXPOSURES EMITTER QUANTITIES AND GALLONAGE SHALL BE AS SHOWN IN SCHEDULE FOR PLANTS WITH NORTH AND EAST EXPOSURES PLANTINGS TINGS WITH NORTH AND EAST EXPOSURE SHALL DICTATE VALVE RUN TIMER AND CONTRACTOR SHALL ADJUST SCHEDULING ACCORDINGLY NOUNS DESIGN 1101 Bannock Street Denver, Colorado 80204 P 303.892.1166 F 303.892.1186 www. norris-design. corn wY McWHINNEY 272S Rocky Mountain Ave. Suite .200 Loveland, CO 80538 97C-962-9990 N O z V Z J U. O rZ V LL W UJI U CD Z O (N 5L o 0 U 06 .O o �J Z of cn Z a) S _ .• L `O J � ,O L LL PROJ. NO. 1045.0039.00 DRAWN: AMC CHECKED: KJD DESIGNED: AMC DATE: 10/05/2012 REVISIONS: SPRING CREEK FARMS NORTH FILING NO. 2 ISSUED FOR: FINAL DEVELOPMENT PLAN SHEET TITLE: IRRIGATION DETAILS SCALE: AS NOTED SHEET NUMBER I-5 S-277 2649 A qW 1`4 N W POP-UP SPRAY HEAD WITH CLOSED NOZZLE AND SWING PIPE (ZONE OPERATIONAL INDICATOR) 10' ROUND VALVE BOX - BRAND 'DB'INTO VALVE BOX LID. REFER TO TECHNICAL SPECIFICATIONS. FINISH GRADE i '4' PVC BALL VALVE WITH '4' PVC INSxMIPT ADAPTER AND 5.5 CLAMP '4' DRIP TUBING - COIL SUFFICIENT O ob LENGTH IN BOX TO EXTEND HOSE (Do o °O ADAPTER OUTSIDE OF VALVE BOX. ° o 34' WASHED RIVER ROCK SUMP (I CU. FT.) 0 COMPRE5510N-TYPE OR INSERT TEE (WI CLAMP5) DEFLECT TUBING TO PERMIT ENTRY THROUGH THROUGH BOTTOM OF VALVE BOX. DRIP LINE FLUSH -OUT AND 19 OPERATIONAL INDICATOR o v WOODFORD FROSTFREE YARD o HYDRANT MODEL 0Y34 Ili"A OPENING TO BE I' LAR3ER THAN RISER DIAMETER I CF 3/4' CRUSHED GRAVEL SUMP AT HYDRANT DRAIN 2'-0' X 2'-0' X 6' CONCRETE PAD IIII-IIII-II- =111 0 ' 0 I-IIII-� I I=III I O - BRASS NIPPLE SIZED AS III I O IIII_ NEEDED 0 RIP X MIP PVC 90 ELL (2) 0 OQ� O 0' S' PVC NIPPLE PVC INE t/" O PIP XMMIPLPVC 90 ELL SOIL SEPARATOR FABRIC SURROUNDING GRAVEL SUMP GARDEN HYDRANT 20 Project Trails At Tin berliw Location Ft Co➢uts Controller A - Point of Connection # 1 ('2 29-Aug-12 arget Watering Window= six nights per week - eight hours per night (48 hours/week) stimated weekly application = 1.60" (Spray Irrigated Bluegrass Sod) stimated weekly application =0.80" (Spray Irrigated Native Seed) Establishment Irrigation Only Final three eolumnsto be stimated weekly application = 0.96" (Spray Irrigated Shrubs & Perennials) filled out upon stimated weekly application = 0.80" (Drip Irrigated Shrubs & Perennials) completion of as-builts. renared by HvdroSvstems-KDI, Inc. /one Feak Lone run water vperanng rrcc Zone Precip. Flow Demand time usage Pressure Microclim tion No. Plant Type Zone Description Rate in/hr GPM In/wk minutes gaUwk psi Soil Type Slope ate Rate Al Bluegrass Turf Popup Spray 12 ft 1.20 35 1 60 13.11 2,794 3000 Clay A2 Shrub Drip 1 00 7 0.80 7.99 335 30.00 Clay A3 Bluegrass Turf Popup Spray 12 ft 1 20 23 1.60 13 31 1,836 30.00 Clay A4 Shrub Drip 1.00 7 0.80 7.99 335 30.00 Clay A Bluegrass Turf Popup Spray 12 ft 120 14 160 13.31 1,118 30.00 Clay A6 Bluegrass Turf Popup Spray 12 ft 1 20 23 1.60 13 31 1,836 30.00 Clay A7 Bluegrass Turf Popup Spray 15 ft 1 20 19 1.60 13 31 1,517 30.00 Clay A8 Shrub Drip 100 7 0.80 7.99 335 30.00 Clay A9 Shrub Drip 1 00 7 0.80 7.99 335 30.00 Clay A10 Shrub Drip 100 5 0.80 7.99 240 30.00 Clay All Garden Beds Hipop Spray 5 ft 1.15 2 0.96 8 35 100 30.00 Clay Al2 Garden Beds Hipop Spray 5 ft 1.15 2 0.96 8.35 100 30.00 Clay A13 Garden Beds Hipop Spray 5 ft 1.15 2 0.96 8.35 100 30.00 Clay A14 Carden Beds Hipop Spray 5 ft 1.15 2 0.96 8.35 100 30.00 Clay A 15 Carden Beds Hipop Spray 5 ft 1.15 2 0.96 8.35 100 30.00 Clay A16 Carden Beds Hipop Sprav 5 ft 1.15 2 0.96 8.35 100 30.00 Clav A17 Shrub Drip 1.00 7 0.80 7.99 335 30.00 Clay A18 Bluegrass Turf Popup Spray 15 ft 1.20 24 1.60 13.31 1,916 30.00 Gay A19 Shrub Drip 1.00 7 0.80 7.99 335 30.00 Clay A20 Bluegrass Turf Popup Sprav 15 ft 1.20 27 1.60 13.31 1156 3000 Clay A21 Bluegrass Turf Popup Spray 15 It 1.20 23 1.60 13.31 1.836 30.00 Clay A22 Native Grass Rotor 8-H 0.92 48 0.80 8.68 1500 4000 Clay A23 Native Grass Rotor 8-H 0.92 48 0.80 8.68 1500 4000 Clay A24 Shrub Drip 1.00 2 0.80 7.99 96 30.00 Clay A25 Bluegrass Turf Popup Spray 10 It 1.20 17 1.60 11.31 1,357 3000 Clay A26 Native Grass Rotor 8-F 0.46 48 0.80 17.36 5,000 4000 Clay A27 Native Grass Rotor 8-H 0.92 48 0.80 8.68 1500 40.00 Clay A28 Bluegrass Turf Popup Spray 12 ft 1.20 35 1.60 13.31 1794 3000 Clay A29 Bluegrass Turf Popup Spray 12 ft 1.20 32 1.60 13.31 1555 3000 Clay A30 Shrub Drip 1.00 4 0.80 7.99 192 30.00 Clay A31 Shrub Drip 1.00 4 0.80 7.99 192 30.00 Clay A32 Native Grass Rotor 8-F 0.46 24 0.80 17.36 2.500 40.00 Clay A33 Bluegrass Turf Popup Spray 10 ft 1.20 22 1.60 1331 1.756 30.00 Clay A34 Bluegrass Turf Popup Spray 12 ft 1.20 22 1.60 11.31 1.756 30.00 Clay A35 Shrub Drip 1.00 7 0.80 7.99 335 30.00 Clay A36 Shrub Drip 1.00 7 0.80 7.99 335 30.00 Clay A37 Bluegrass Turf Popup Spray 10 ft 1.20 22 L60 13.31 1,756 30.00 Clay A38 Bluegrass Turf Rotor 1.0sr-H 0.69 19 L60 23.14 1638 40.00 Clay A39 Bluegrass Turf Popup Spray 15 ft 1.20 42 1 60 13.31 3.353 30.00 Clay A40 Bluegrass Turf Popup Spray 12 ft 1.20 53 1 60 13.31 4,232 30.00 Clay iA41 BIwgrassTurf Popup Spray 10 ft 1.20 27 1 60 13.31 2,156 30.00 Clay A42 Bluegrass Turf Rotor 3.Osr-H 1.07 13 1.60 1492 1,164 40.00 Clay A43 Shrub Drip 100 2 0.80 7.99 96 30.00 Clay A44 Bluegrass Turf Popup Spray 12 ft 1.20 18 1 60 13.31 1,437 30.00 Clay A45 Shrub Drip 1.00 7 0.80 7.99 335 30.00 Clay A46 Shrub Drip 1.00 7 0.80 7.99 335 30.00 Clay A47 Bluegrass Turf Rotor l.Osr-H 0.69 15 1.60 23.14 2,083 40.00 Clay A48 Bluegrass Turf Rotor 3.Osr-H 1.07 48 1.60 14.92 4,298 40.00 Clay A49 Bluegrass Turf Rotor 3 Osr-H 1.07 47 1.60 14.92 4,208 40.00 Clay A50 Bluegrass Turf Popup Spray 10 1.20 32 1.60 13.31 2,555 30.00 Clay A51 Bluegrass Turf Popup Spray SST 1 20 34 1.60 13.31 2,715 30.00 Clay A52 Bluegrass Turf Popup Spray 12 ft 1.20 46 1.60 1331 3,673 30.00 Clay A53 Bluegrass Turf Popup Spray 8 ft 1 20 10 1.60 13.31 798 30.00 Clay A54 Bluegrass Turf Popup Spray 10 ft 120 27 1.60 13.31 2,156 30.00 Clav A55 Shrub Drip 1.00 6 0.80 7.99 288 30.00 Clay A56 Shrub Drip 1.00 6 0.80 7.99 288 30.00 Clay A57 Bluegrass Turf Popup Spray SST 120 33 1.60 13.31 2,635 30.00 Clay A58 Bluegrass Turf Popup Spray 10 ft 120 15 1.60 1331 1,198 30.00 Clay A59 Bluegrass Turf Popup Spray 12 ft 120 25 1.60 13.31 1,996 30.00 Clay A60 Bluegrass Turf Popup Spray SST 1.20 25 1.60 13.31 1,996 30.00 Clay A61 Shrub Drip 100 5 0.80 7.99 240 30.00 Clay A62 Bluegrass Turf Popup Spray 12 ft 120 28 1.60 13.31 2,236 30.00 Clay A63 Shrub Drip 1.00 7 0.80 7 99 335 30.00 Clay A64 Bluegrass Turf Popup Spray 12 1.20 14 1.60 1331 1,118 30.00 Clay A65 Bluegrass Turf Rotor 1.5sr-H 053 28 1.60 30.13 5,062 40.00 Clav A66 Garden Beds Popup Spray 5 ft 1.15 2 0.96 8.35 100 30.00 Clay A67 Shrub Drip 1 00 2 0.80 7 99 96 30.00 Clay A68 Shrub Drip 1.00 7 0.80 7.99 335 30.00 Clay A69 Bluegrass Turf Popup Spray SST 1.20 33 1.60 13.31 2,635 30.00 Clay A70 Bluegrass Turf Popup Spray 10 ft 1.20 7 1.60 13.31 559 30.00 Clay A71 Shrub Drip 1.00 7 0.80 7 99 335 30.00 Clay A72 Bluegrass Turf Rotor 3.0-H 0.46 60 1.60 34.71 12,497 40.00 Clay A73 Bluegrass Turf Rotor 3 0-F 023 15 1.60 69.43 6,248 40.00 Clay A74 Bluegrass Turf Popup Spray 10 ft 1 20 26 1.60 13.31 2,076 30.00 Clay A75 Bluegrass Turf Popup Spmy 8 ft 1 20 3 1.60 13.31 240 30.00 Clay A76 Shrub Drip 1.00 6 0.80 7.99 288 30.00 Clay A77 Bluegrass Turf Popup Spray SST 1.20 33 1.60 13.31 2.635 30.00 Clay A78 Shrub Drip 1.00 6 0.80 7.99 288 30.00 Clay A79 Bluegrass Turf Popup Spray 12 ft 120 35 1.60 13.31 2.794 30.00 Clay A80 Shrub Drip 1.00 7 0.80 7 99 335 30.00 Clay A81 Shrub Drip 1.00 2 0.80 7 99 96 30.00 Clav A82 Bluegrass Turf Popup Spray SST 1.20 20 1.60 13.31 1,597 30.00 Clay A83 Bluegrass Turf Popup Sprav 12 ft 1.20 17 1.60 1331 1,357 30.00 Clay A84 Bluegrass Turf Rotor 2.Osr-H 1.37 46 1.60 11.66 3,217 40.00 Clay A85 Bluegrass Turf Popup Spray 10 ft 1.20 27 1.60 1331 2.156 30.00 Clay A86 Shrub Drip 1.00 7 0.80 7.99 335 30.00 Clay A87 Shrub Drip 1.00 7 0.80 7.99 335 30.00 Clay A88 Bluegrass Turf Popup Spray 10 ft 1.20 18 1.60 13.31 lA37 3000 Clay A89 Bluegrass Turf Rotor 3.Osr-H 1.07 66 1.60 14.92 5,910 40.00 Clay A90 Bluegrass Turf Popup Spray 10 It 1.20 26 1.60 13.31 2.076 30.00 Clay Total projected peak season water use per week (gallons) 151,589 Total peak season hours per week - Controller A* 84.26 Projected peak season run-time when operating multiple valves simultaneously: 47.69 (Includes Native zones and paired by microclimate and precipitation rates) Tased upunsequential operation of zone. after native estabhs hment with drip vah es running concurrently with spray. System has been des igned to operate multiple zones simultantious lyup to 80(3PM MWIT" NOIKIS DESIGN 1101 Bannock Street Denver, Colorado 80204 P 303.892.1166 F 303.892.1186 www.norris-design.com I McWHINNEY 2725 Rocky Mountain Ave Suite 200 Loveland, CO 805,48 970-962-9990 0 Z U) se LU r0 V Z Ca lrl O CNI Z LO Cl (U Cl O U 06 L` Cl � V Z (n Z_ C' 2 Cl G E Cl PROJ. NO. 1045.0039.00 DRAWN: AMC CHECKED: KJD DESIGNED: AMC DATE: 10/05/2012 REVISIONS: SPRING CREEK FARMS NORTH FILING NO. 2 ISSUED FOR: FINAL DEVELOPMENT PLAN SHEET TITLE: IRRIGATION DETAILS SCALE: AS NOTED SHEET NUMBER k6 S-277 2649 0% v N LAND USE ----------------------------------------------- I I 6' CONCRETE SIDEWALK (CONNECTION _ TO POWER TRAIL) SF ACREAGE % OF SITE PROPOSED USES Building Coverage 161,689 3.712 23.2% Roodway!Parking Coverage 206,962 4.751 29.7% Landscape Coverage 301,505 6.922 43.2% Ztye Recreational Use Area 27,327 0.627 3.9% Total 697,483 16.012 100.0% Gross Site Area 778,940 17.882 Public ROW Dedicated 81,457 1.870 Net Site Area 697,483 16.012 " Gross Site Area includes right-of-way dedicated for Joseph Alen Drive and Drake Rd '• Public ROW dedicated is Joseph Alen Drive and Drake Road PARKING REQUIREMENTS Unit Type Units Spaces/Unit Totals Studio 18 1.5 27 One Bedroom 144 1.5 216 Two Bedroom 133 1.75 233 Three Bedroom 19 2.0 38 Total Parking Spaces Required I I514 Multi -Family Dwellings Total Floor Area (includes balconies and breezeways) 321,204 Building 1.1 15,847 Building 2.1 - 2.5 27,446 Building 3.1 - 3.2 39,231 Building 3.3 - 3.5 41,439 Number of Dwelling Units 312 Max Height (feet) 46 # of floors 3 # of bedrooms 480 du/acre (net site area) 19 PARKING DATA sf sf sf sf sf Standard Parking Spaces 406 Handicap Parking Spaces 11 Garage Parking Spaces (detached gani and penthouse untts) 118 Total Parking Spaces on Site 535 Surface - Bicycle Spaces 52 Covered-, Bicycle Spaces 30 2% of total PROPOSED USES Welcome Center/Penthouse Dwellings Total Floor Area 14,341 2nd Floor Area (3,546 residential, 441 decks) 3,977 1st Floor Area (8,935 WC + 1,429 Res. Garage) 10,364 Ground Floor Porches (entries i} covered space) 1,740 Deck Area 441 Number of Dwelling Units 2 Max Height (feet) 40 # of floors 2 # of bedrooms 5 du/acre (net site area) 0.125 Overall, Residential Density (du/acre net) 20 Overall. Residential Floor Area Ratio (net) 0.47 sf sf sf sf sf SITE DISTANCE TRIANGLE (TYP) [i Other Buildings Garage - 4 bay (1-880 sf) 880 Garage - 5 bay (5.1,100 sf) 4,400 Garage - 8 bay (7-1,820 sf) 12,740 Garage - 10 bay (1-2,200 sf) 2,200 Garage - 12 bay (1-2, 948 sf) 2,948 Garage - 12 bay H/C (1-3,068 sf) 3,068 Maintenance Building 900 Car Care Pavilion 520 Mailbox Pavilion 680 Garden Shed 50 Dog Wash 85 Pool House (783 sf enclosed + 319 sf covered) 1,102 Trash Enclosures (7-160 sf) 1,120 sf sf sf sf sf sf sf sf sf sf sf sf sf Z 50 0 50 100 scale 1"=50, feet LEGEND HANDICAP PARKING SPACE & TRASH ENCLOSURE T TRAFFIC FLOW INDICATOR p PAINTED CROSSWALK PROPERTY LINE LIGHT POLE • ❑ BIKE RACK MONUMENT ID SIGNAGE o PET WASTE STATION TRASH/RECYCLE RECEPTACLES OO OO BENCH 0M T8T, INC. 760 Whalers Way Building C, Suite 200 Fort Collins, Colorado Phone: 970.226 0557 Fax: 970 226 0204 00 McWHINNEY Lifestyle Communities ��� Rnailr CN d Z Z LL; Z �I L.L J � W LoI I W m (D 0 O� 0 a Z atS ) U Q (a I U) J La c o WLu H �, L1J LOLI Lu ~ U Z C) PROJ. NO. 1045.0039.00 DRAWN: R.O.B. CHECKED: H.E.M. DESIGNED: DATE: 10/05/12 REVISIONS l FILE: 0038_SITE PLAN FDP SPRING CREEK FARMS NORTH FILING NO.2 ISSUED FOR: FINAL DEVELOPMENT PLAN SHEET TITLE: SITE PLAN SCALE: AS NOTED SHEET NUMBER SP02. s-277 2649 KEYMAP MATCHLINE SHEET L-4 6�A LANDSCAPE & IRRIGATION SHEETINDEX L-1 LANDSCAPE PLAN L-2 LANDSCAPE PLAN L-3 LANDSCAPE PLAN L-4 OFFSITE LANDSCAPE IMPROVEMENTS L-5 DETAILS AND LANDSCAPE NOTES L-6 LANDSCAPE PLANT LIST L-7 HYDROZONE PLAN 1-1 IRRIGATION PLAN 1-2 IRRIGATION PLAN AND SCHEDULE 1-3 IRRIGATION PLAN AND CHARTS 1-4 IRRIGATION DETAILS 1-5 IRRIGATION DETAILS I-6 IRRIGATION DETAILS LANDSCAPE CONCEPT STATEMENT ="I" NOWS DESIGN 1101 Bannock Street Denver, Colorado 80204 P 303.892.1166 F 303.892.1186 www.norris-design.com 3 NORTH N.T.S. � VV McWHINNEY 2725 Rocky Mountain Ave. Suite 200 Love and. CO 80538 q70 `0,2-1)990 A VARIETY OF LANDSCAPED AND AMENITY AREAS HAVE BEEN INCORPORATED INTO THE PLAN FOR THIS NEW COMMUNITY. THESE SPACES HAVE BEEN DESIGNED TO PROVIDE ACTIVE AS WELL AS PASSIVE RECREATIONAL OPPORTUNITIES FOR RESIDENTS. ANTICIPATED AMENITIES MAY INCLUDE THE FOLLOWING: A LARGE COMMUNITY GARDEN WITH GARDEN WASTE COMPOSTING BIN AND SPORT COURT LOCATED IN THE SOUTHERN PORTION OF THE SITE; A DOG PARK INCORPORATED IN THE NORTHERN PORTION OF THE SITE; AND A LARGE AMENITY AREA IN CONJUNCTION WITH THE CLUBHOUSE SPACE LOCATED IN THE CENTRAL PORTION OF THE SITE. IN ADDITION, AN OUTDOOR AREA FOR YOGA, A PLAYGROUND AREA, AND ACTIVITY AREA WITH HORSESHOE PITS MAY ALSO BE PROVIDED. A LARGE, OPEN LAWN AREA HAS ALSO BEEN INCLUDED IN THE DESIGN TO ALLOW FOR MULTIPLE USES. N THERE ARE ALSO MANY LANDSCAPED AREAS INCORPORATED THROUGHOUT THE SITE. PLANT MATERIAL HAS BEEN SELECTED TO PROVIDE COLOR, STRUCTURE AND TEXTURE THROUGHOUT THE YEAR. WATER WISE PLANT MATERIAL W HAS BEEN UTILIZED AND THE AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM WILL BE DESIGNED TO ADDRESS W SPECIFIC NEEDS OF DIFFERENT PLANT SPECIES, SOIL CONDITIONS, AS WELL AS THE SLOPE AND ASPECT OF THE U) DIFFERENT HYDROZONES. Lu Z STREET TREES AND TREE -LAWNS HAVE ALSO BEEN PROVIDED ON THE PERIMETER STREETS. BUFFERING OF -� ELEMENTS SUCH AS METERS AND AIR CONDITIONING UNITS HAS ALSO BE CONSIDERED. H a LEGEND • DECIDUOUS CANOPY TREE 20' SPREAD SHOWN ODECIDUOUS ORNAMENTAL TREE 15' SPREAD SHOWN EVERGREEN TREE + 10' SPREAD SHOWN SHRUBS + + EVERGREEN SHRUBS ,- GRASSES TURF DETENTION SLOPE SEED MIX ++; DETENTION BASIN SEED MIX PERENNIAL BED COBBLE e 'P` COMMUNITY GARDEN PLOTS CRUSHER FINES EDGER MATCHLINE t- FIRE HYDRANT ° LIGHT FIXTURES BICYCLE RACK BENCH TRASH 8t RECYCLE RECEPTACLES PET WASTE STATION T TRASH COLLECTION 0 15' 30' 60' NORTH SCALE: V= 30'-0" p"000a RETAINING WALL LL I..L� O z Ccn G LaL LLj w U n ! V z I (a 11.0 z c) 05 Cu 0 'C) p 0 m (.5 06 0 Lu � W C:> Z O vi z c_ _ C 0 L C) Q � U. PROJ. NO. 1045.0039.00 DRAWN: CA CHECKED: WB DESIGNED: BR DATE: 10/05/2012 REVISIONS: SPRING CREEK FARMS NORTH FILING NO. 2 ISSUED FOR: FINAL DEVELOPMENT PLAN SHEET TITLE: LANDSCAPE PLAN SCALE: AS NOTED SHEET NUMBER L-1 S-277 264 9 alOy_ •1 �bwfw<,75� y it L} I ��.•,_T1 VA OOf/ 40�OOJD �Ore�rn •-�� �►I� �1 A� •¢�+� /Iep,r� i1-.a'.4t r+� r .{. ,•}�� .�A [�3ri,,�'••"��1�1i O tr./,,.. �'! iC d1 ♦ q ., iy \� „ rl■��■►�.�t��� ,��. �� O% v %O N ml RIGHT OF WAY TYP. 4-BCH S. TIMBERLINE ROAD KEYMAP LEGEND • DECIDUOUS CANOPY TREE 20' SPREAD SHOWN ODECIDUOUS ORNAMENTAL TREE 15' SPREAD SHOWN OEVERGREEN TREE + 10' SPREAD SHOWN SHRUBS + + EVERGREEN SHRUBS GRASSES TURF DETENTION SLOPE SEED MIX ++ DETENTION BASIN SEED MIX PERENNIAL BED COBBLE COMMUNITY GARDEN PLOTS CRUSHER FINES --------- EDGER MATCHLINE �- FIRE HYDRANT ° LIGHT FIXTURES BICYCLE RACK BENCH TRASH 8t RECYCLE RECEPTACLES PET WASTE STATION T TRASH COLLECTION cxwac� RETAINING WALL C50 15' 30' 60' NORTH SCALE: 1"= 30'-0" 3 NORTH N.T.S. am "J NORRIS DESIGN 1101 Bannock Street Denver, Colorado 80204 P 303.892.1166 F 303.892.1186 www.norris-design.com A 7 McWHINNEY 2725 RoLky Mountain Ave. Suite 200 Loveland, CO 80538 4370 W,2-'»<30 J LL 0 Z Cc) NG I..L LL Uj LU I..L U V Z I CU O N Z 13f Lo 00 0 N U 06 o LU CUU Z W V) � = C � LU E � LL PROJ. NO. 1045.0039.00 DRAWN: CA CHECKED: WB DESIGNED: BR DATE: 10/05/2012 REVISIONS: SPRING CREEK FARMS NORTH FILING NO. 2 ISSUED FOR: FINAL DEVELOPMENT PLAN SHEET TITLE: LANDSCAPE PLAN SCALE: AS NOTED SHEET NUMBER L1111111111113 S-277 26,49 KEYMAP J LU co MATCHLINE SHEET L-2 RIGHT OF WAY s . I � I � I Uj DRIVE ftm- �— g�e_os . �� a�� sa■� �e >� a>��� �®� ®ems :iMATCHLINE SHEET L-2 li NOTE: THE PARKWAY AND SIDEWALK ALONG THE WEST SIDE OF JOSEPH ALLEN DRIVE IS NOT REQUIRED TO BE BUILT AS A PART OF THIS PROJECT, BUT WILL BE REQUIRED TO BE INSTALLED IN THE FUTURE WITH THE BUILDOUT OF THE PARCEL ABUTTING THE WEST SIDE OF JOSEPH ALLEN DRIVE RIGHT-OF-WAY. MATCHLINE SHEET L-3 y Z Y U 0 w m W J Q U LEGEND • DECIDUOUS CANOPY TREE 20' SPREAD SHOWN ODECIDUOUS ORNAMENTAL TREE 15' SPREAD SHOWN OEVERGREEN TREE + 10' SPREAD SHOWN SHRUBS + EVERGREEN SHRUBS ;P GRASSES TURF DETENTION SLOPE SEED MIX ++ DETENTION BASIN SEED MIX PERENNIAL BED COBBLE COMMUNITY GARDEN ai�' PLOTS CRUSHER FINES ------ EDGER NINNIII IIINNIN MATCHLINE t- FIRE HYDRANT ° LIGHT FIXTURES WL BICYCLE RACK BENCH TRASH 8t RECYCLE g RECEPTACLES PET WASTE STATION T TRASH COLLECTION cx=oav RETAINING WALL 010 15' 30' 60' NORTH SCALE: V= 30'4' a NORTH N.T.S. J '" NOIJIS DESIGN 1101 Bannock Street Denver, Colorado 80204 P 303.892.1166 F 303.892.1186 www.norris-design.com McWHINNEY 2725 Rocky Mountain Ave. Suite 2010 Loveland, C0 80538 970')62-99<)0 CN O Z Z J — Rf Lf) = Z W Lo C) F- � 00 O CU C) p o L3 z U 06 o wCIO L) Q — CD -- LL. _ C) C) W U W E C) V Q LL- V ;Z LL U) PROJ. NO. 1045.0039.00 DRAWN: CA CHECKED: WB DESIGNED: BR DATE: 10/05/2012 REVISIONS: SPRING CREEK FARMS NORTH FILING NO. 2 ISSUED FOR: FINAL DEVELOPMENT PLAN SHEET TITLE: OFFSITE LANDSCAPE IMPROVEMENTS SCALE: AS NOTED SHEET NUMBER L-4 S- ZI t Z64 9 El ROOT BALL DIAMETER TREE PLANTING DETAIL PERENNIAL PLANT LAYOUT 8'-0" O.C. TYR POOL FENCE IEW - THREE STAKES PRUNING NOTES: 1. ALL PRUNING SHALL COMPLY WITH ANSI A300 STANDARDS. 2. DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT LEADERS AND BROKEN BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED. HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKING NOTES: 1. STAKE TREES PER FOLLOWING SCHEDULE, THEN REMOVE AT END OF FIRST GROWING SEASON. FOLLOWS: 1.1 1 z' CALIPER SIZE - MIN. 1 STAKE ON SIDE OF PREVAILING WIND (GENERALLY N.W. SIDE) 1.2 1 "' - 3" CALIPER SIZE - MIN. 2 STAKES - ONE ON N.W. SIDE, ONE ON S.W. SIDE (OR PREVAILING WIND SIDE AND 1800 FROM THAT SIDE) 1.3 3" CALIPER SIZE AND LARGER - 3 STAKES PER DIAGRAM 2. WIRE OR CABLE SHALL BE MIN. 12 GAUGE, TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. NYLON STRAPS SHALL BE LONG ENOUGH TO ACCOMMODATE 1-'" OF GROWTH AND BUFFER ALL BRANCHES FROM WIRE. O SPECIFIED MULCH 2 AMENDED PLANTING BED TILLED 0 TO A DEPTH OF 6" (� CENTER OF PLANT WHEN PLANTED ON A CURVE ORIENT ROWS TO FOLLOW THE LONG AXIS OF AREAS WHERE PLANTS ARE MASSED. SCALE: 1" = V-0" O 2 Y" POST CAP 20 2Y"SQ. POST 0 Y4" PICKET, 3" O.C. Q 1 Y2" X 1 Y" TOP AND BOTTOM RAILS O CONCRETE FOOTING PER MANUFACTURER, SLOPE CONCRETE AWAY FROM POST FOR POSITIVE DRAINAGE SCALE: 1/2" = V-0" 5 2X CONTAINER WIDTH SHRUB PLANTING FENCE GATE i 0 PLACE MIN. � PVC PIPE AROUND GROMMETED NYLON STRAPS EACH WIRE. EXPOSED WIRE SHALL BE MAX. 2" EACH SIDE Qs GALVANIZED WIRE, MIN. 12 GAUGE CABLE - TWIST WIRE O TREE WRAP TO BE INSTALLED ONLY TO KEEP FROM SLIPPING. ONLY FROM OCTOBER 1 THROUGH APRIL 30. (DECIDUOUS 6 FT. STEEL T-POST (SEE ONLY) SCHEDULE). ALL SHALL BE DRIVEN OUTSIDE ROOTBALL AND O PLANT TREE SO THAT FIRST IN UNDISTURBED SOIL. ORDER MAJOR ROOT IS 1"-2" >> 4-6" HIGH WATER SAUCER IN ABOVE FINAL GRADE. NON -TURF AREAS. O 3" DEEP MULCH RING PLACED A 12 BACKFILL WITH BLEND OF MINIMUM OF 4 FT. IN DIAMETER. EXISTING SOIL AND A MAXIMUM DO NOT PLACE MULCH IN 20% (BY VOLUME) ORGANIC CONTACT WITH TREE TRUNK MATERIAL. WATER THOROUGHLY (FINISHED GRADE REFERENCES WHEN BACKFILLING TOP OF MULCH). t3 PLACE ROOT BALL ON O 1:1 SLOPE ON SIDES OF PLANTING UNDISTURBED SOIL TO PREVENT HOLE. SETTLEMENT. O REMOVE ALL TWINE, ROPE, BURLAP AND WIRE FROM ENTIRE ROOT BALL AND TRUNK O PLACE SOIL AROUND ROOT BALL FIRMLY, DO NOT COMPACT OR TAMP. SETTLE SOIL WITH WATER TO FILL ALL AIR POCKETS. PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING SET SHRUB ROOT -BALL 1" HIGHER THAN FINISH BED GRADE SCALE: 3/16" = V-0" Q SPECIFIED MULCH AMENDED SOIL IN PLANTING BED 2O PER SPECIFICATIONS. TILL SOIL TO A DEPTH OF EIGHT INCHES. Q FINISH GRADE (TOP OF MULCH) NOTE: 1. BROKEN OR CRUMBLING ROOT -BALLS WILL BE REJECTED 2. CARE SHOULD BE TAKEN NOT TO DAMAGE THE SHRUB OR ROOT -BALL WHEN REMOVING IT FROM ITS CONTAINER 3. ALL JUNIPERS SHOULD BE PLANTED SO THE TOP OF THE ROOT -BALL OCCURS ABOVE THE FINISH GRADE OF THE MULCH LAYER 4. DIG PLANT PIT TWICE AS WIDE AND HIGH AS THE CONTAINER SCALE: 1-1/2" = V-0" O CONCRETE FOOTING PER MANUFACTURER, SLOPE CONCRETE AWAY FROM POST FOR POSITIVE DRAINAGE O PERFORATED METAL PANEL TO EXTEND MIN. 18" FROM LEVER IN ALL DIRECTIONS SCALE: 1/2" = V-0" LANDSCAPE NOTES 1. TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRING RE -VEGETATION AND LANDSCAPING. 2. PRIOR TO INSTALLATION OF PLANT MATERIAL, ANY AREA IN WHICH PLANT MATERIAL IS EXPECTED OR INTENDED TO BE INSTALLED MUST BE LOOSENED TO A MINIMUM DEPTH OF 8" AND ORGANIC SOIL AMENDMENTS SHALL BE THOROUGHLY INCORPORATED TO A MINIMUM DEPTH OF 6" AT A RATE OF AT LEAST 3 CU. YD. PER 1000 SF. 3. ALL SHRUB BEDS ARE TO BE MULCHED TO A MIN. 3" DEPTH WITH � GRANITE OVER SPECIFIED GEOTEXTILE WEED CONTROL FABRIC. ALL GROUND COVER AND PERENNIAL FLOWER BEDS SHALL BE MULCHED TO A 2" DEPTH WITH DOUBLE SHREDDED CEDAR. NO WEED CONTROL FABRIC IS REQUIRED IN GROUNDCOVER OR PERENNIAL AREAS. 4. SHRUB BEDS ARE TO BE CONTAINED BY 4" x 14 GAUGE GALVANIZED ROLL TOP AND PERFORATED EDGER, RYERSON OR EQUAL. EDGER IS NOT REQUIRED WHEN ADJACENT TO CURBS, WALLS, OR WALKS. 5. ALL SODDED, TURF SEEDED, AND LANDSCAPED AREAS SHALL BE WATERED BY AN UNDERGROUND, AUTOMATIC IRRIGATION SYSTEM, AND SHALL PROVIDE 100% COVERAGE. 6. ALL PLANTS SHALL BE A -GRADE OR NO. 1 GRADE, FREE OF DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAF DENSITY, AND SPREAD APPROPRIATE TO THE SPECIES AS DEFINED BY AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. 7. ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL PRACTICES IN A MANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND HEALTHY GROWTH. 8. THE APPLICANT, LANDOWNER, OR SUCCESSOR SHALL BE RESPONSIBLE FOR THE REGULAR MAINTENANCE OF ALL LANDSCAPING ELEMENTS. ALL PLANT MATERIAL SHALL BE MAINTAINED FREE FROM DISEASE, PESTS, WEEDS, AND LITTER, AND ALL LANDSCAPE STRUCTURES SHALL BE REPAIRED OR REPLACED PERIODICALLY TO MAINTAIN STRUCTURALLY SOUND CONDITION. 9. THE SOIL IN ALL LANDSCAPE AREAS, INCLUDING PARKWAYS AND MEDIANS, SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN EIGHT (8) INCHES AND SOIL AMENDMENTS SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF AT LEAST SIX (6) INCHES BY TILLING, DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF SOIL AMENDMENT PER ONE THOUSAND (1000) SQUARE FEET OF LANDSCAPE AREA. 10. A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED ON THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALKS AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATIONS AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT MAY RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. 11. THE DEVELOPER SHALL CONTACT THE CITY FORESTER TO INSPECT ALL STREET TREE PLANTINGS AT THE COMPLETION OF EACH PHASE OF THE DEVELOPMENT. ALL TREES NEED TO HAVE BEEN INSTALLED AS SHOWN ON THE LANDSCAPE PLAN. APPROVAL OF STREET TREE PLANTING IS REQUIRED BEFORE FINAL APPROVAL OF EACH PHASE, FAILURE TO OBTAIN APPROVAL BY THE CITY FORESTER FOR STREET TREES IN A PHASE SHALL RESULT IN A HOLD ON CERTIFICATE OF OCCUPANCY FOR FUTURE PHASES OF THE DEVELOPMENT. 12. TREE SPECIES DIVERSITY MUST COMPLY WITH REQUIREMENTS PER LUC 3.2.1(D)(3). 13. REVIEW AND APPROVAL OF THE IRRIGATION PLANS IS REQUIRED BY WATER UTILITIES PRIOR TO ISSUANCE OF BUILDING PERMIT. 14. TREES ARE REQUIRED TO BE PLANTED WITH A 10' MINIMUM SEPARATION FROM WATER AND SEWER MAIN LINES, 6' SEPARATION OF WATER AND SEWER SERVICE LINES AND 4' SEPARATION OF GAS LINES. qm"J"9 NOIKIS DESIGN 1101 Bannock Street Denver, Colorado 80204 P 303.892.1166 F 303.892.1186 www. norris-desi'gn.corn \r►V McWHINNEY- 2725 Rocky Mountain Ave. Suite 200 Loveland, CC 80538 970-CJ62-9990 CU ix) I Z I x) lO 100 c G � p Lf U 06 o CU �W IU Z C Q � ILL • • L PROJ. NO. 1045.0039.00 DRAWN: CA CHECKED: WB DESIGNED: BR DATE: 10/05/2012 REVISIONS: SPRING CREEK FARMS NORTH FILING NO. 2 ISSUED FOR: FINAL DEVELOPMENT PLAN SHEET TITLE: DETAILS AND LANDSCAPE NOTES SCALE: AS NOTED SHEET NUMBER L-5 S-277 2649 PLANT LIST NA uen rem �a QTY SYMBOL BOTANICAL NAME SIZE WATER USE DECIDUOUS TREES 23 BOA BURR OAK QUERCUS MACROCARPA 2" CAL. B&B - BULLET GALL RESISTANT L 30 CAL WESTERN CATALPA CATALPA SPECIOSA 2" CAL. B&B L 34 CHO CHINKAPIN OAK QUERCUS MUEHLENBERGII 2" CAL. B&B L 27 ELM ACCOLADE ELM ULMUS'MORTON' 2" CAL. B&B M 12 EOA ENGLISH OAK QUERCUS ROBUR 2" CAL. B&B M 5 KCT KENTUCKY COFFEE TREE GYMNOCLADUS DIOICUS 2" CAL. B&B L 8 NAR NARROWLEAF COTTONWOOD POPULUS ANGUSTIFOLIA 2" CAL. B&B M 11 PIMA PATMORE GREEN ASH FRAXINUS PENNSYLVANICA'PATMORE' 2" CAL. B&B M 24 RLI REDMOND LINDEN TILIA AMERICANA'REDMOND' 2" CAL. B&B M 19 SEN SENSATION MAPLE ACER NEGUNDO'SENSATION' 2" CAL. B&B L 48 SHA SHADEMASTER LOCUST GLEDITSIA TRIACANTHOS INERMIS'SHADEMASTER' 2" CAL. B&B L 29 SKY SKYLINE HONEY LOCUST GLEDITSIA TRIACNATHOS INERMUS'SKYLINE' 2" CAL. B&B L ORNAMENTAL TREES 21 ABS AUTUMN BRILLIANCE SERVICEBERRY AMELANCHIER ARBOREA'AUTUMN BRILLIANCE' 6.8' CLUMP, B&B L 27 CCP CHANTICLEER PEAR PYRUS CALLERYANA'CHANTICLEER' 1.5" CAL. B&B M 14 GIRT GOLDEN RAIN TREE KOELREUTERIA PANICULATA 1.5" CAL. B&B L 12 HWM HOT WINGS MAPLE ACER TATARICUM'GARANN' 64CLUMP, B&B L 13 LTR JAPANESE TREE LILAC'IVORY SILK' SYRINGA RETICULATA 64CLUMP, B&B L 17 MAS EUROPEAN MOUNTAIN ASH SORBUS AUCUPARIA 1.5" CAL. B&B M 17 RAD RADIANT CRABAPPLE MALUS X'RADIANT' 1.5" CAL. B&B M 6 SHC SHUBERT CHOKECHERRY PRUNUS VIRGINIANA'SHUBERT 1.5" CAL. B&B L 24 SPR SPRING SNOW CRABAPPLE MALUS'SPRING SNOW 1.5" CAL. B&B M 6 TCH THORNLESS COCKSPUR HAWTHORN CRATAEGUS CRUS-GALLI INERMIS 6-8' CLUMP, B&B L EVERGREEN TREES 34 AUS AUSTRIAN PINE PINUS NIGRA 6' HT. MIN. B&B -FULLY BRANCHED TO GROUND L 22 BSP BAKERI SPRUCE PICEA PUNGENS'BAKERI' V HT. MIN. B&B -FULLY BRANCHED TO GROUND M 11 FAT FAT ALBERT SPRUCE PICEA PUNGENS GLAUCA TAT ALBERT 6-8' HT. MIN. B&B -FULLY BRANCHED TO GROUND M 5 FFF FORMAL FORM FOXTAIL PINE PINUS ARISTATA'FORMAL FORM' #15 CONT. L 10 FOX BRISTLECONE PINE PINUS ARISTATA UHT. MIN. B&B -FULLY BRANCHED TO GROUND L 12 PBF ISELI FASTIGIATE BOSNIAN PINE PINUS LEUCODERMIS'ISELI FASTIGIATE' 6' HT. MIN. B&B -FULLY BRANCHED TO GROUND L 38 PVP VANDERWOLF'S PYRAMID PINE PINUS FLEXILIS'VANDERWOLF'S PYRAMID' V HT. MIN. B&B -FULLY BRANCHED TO GROUND L EVERGREEN SHRUBS BCH BLUE CHIP JUNIPER JUNIPERUS HORIZONTALIS'BLUE CHIP' #5 CONT. L BST BLUE STAR JUNIPER JUNIPERUS SQUAMATA SLUE STAR' #5 CONT. L BUF BUFFALO JUNIPER JUNIPERUS SABINA'BUFFALO' #5 CONT. L GSP DWARF GLOBE BLUE SPRUCE PICEA PUNGENS'GLAUCA GLOBOSA' #6 CONT. M MMO MOPS MUGO PINE PINUS MUGO'MOPS #5 CONT. L MPA PANCHITO MANZANITA ARCTOSTAPHYLOS'PANCHITO' #5 CONT. L MTA TANNENBAUM MUGO PINE PINUS MUGO'TANNENBAUM' #5 CONT. L OGC COMPACT OREGON GRAPE HOLLY MAHONIA AQUIFOLIUM COMPACTA #5 CONT. L OGH OREGON GRAPE HOLLY MAHONIA AQUIFOLIUM #5 CONT. L PBR BREPO PINE PINUS NIGRA'BREPO' #5 CONT. L RHM R.H. MONTGOMERY SPRUCE PICEA PUNGENS'R.H. MONTGOMERY' #5 CONT. M DECIDUOUS SHRUBS: 2.5' SPREAD BCD IROQUOIS BEAUTY DWARF CHOKEBERRY ARONIA MELANOCARPA'MORTON' #5 CONT. L BOW DWARF BUTTERFLY BUSH'NANHO BLUE' BUDDLEIA DAVIDII'NANHO BLUE' #5 CONT. M CBU COLUMNAR BUCKTHORN FRANGULAALNUS'COLUMNARIS' #5 CONT. L CCB CORAL BEAUTY COTONEASTER COTONEASTER DAMMERI'CORAL BEAUTY' #5 CONT. M DCM CAROL MACKIE DAPHNE DAPHNE X BURKWOODI'CAROL MACKIE' #5 CONT. M DKS DARK KNIGHT SPIREA CARYOPTERIS X CLANDONENSIS'DARK KNIGHT #5 CONT. L FCW PINK FLOWER CARPET ROSE ROSA X'NOATRAUM' #5 CONT. L FLI FINE LINE BUCKTHORN FRANGULA ALNUS FINE LINE #5 CONT. L GBA GOLDEN BARBERRY BERBERIS THUNBERGII'AUREN #5 CONT. L GND DARTS GOLD NINEBARK PHYSOCARPUS OPULIFOLIUS'DART"S GOLD' #5 CONT. L HPB HELMOND PILLAR BARBERRY BERBERIS THUNBERGII 'HELMOND PILLAR' #5 CONT. L KEL KELSEY DOGWOOD CORNUS SERICEA'KELSEYI' #5 CONT. M LPS LITTLE PRINCESS SPIREA SPIREA JAPONICA'LITTLE PRINCESS' #5 CONT. M MKL MISS KIM LILAC SYRINGA PATULA'MISS KIM' #5 CONT. L MSN SNOWBELLE MOCKORANGE PHILADELPHUS X'SNOWBELLE' #5 CONT. L RSD GOLDEN RUBY BARBERRY BERBERIS THUNBERGII GOLDEN RUBY #1 CONT. L SJW JAPANESE WHITE SPIREA SPIREA ALBIFLORA #5 CONT. M SNM MAGIC BERRY SNOWBERRY SYMPHORICARPOS DOORENBOSII'MAGIC BERRY' #5 CONT. L DECIDUOUS SHRUBS: 5-r SPREAD ALP ALPINE CURRANT RIBES ALPINUM #5 CONT. L CHM CHEYENNE MOCKORANGE PHILADELPHUS LEWISII CHEYENNE #5 CONT. L DOB DWARF BURNING BUSH EUONYMUS ALATUS 'COMPACTUS' #5 CONT. M DGM DWARF GINNALA MAPLE ACER GINNALA'COMPACTA' #5 CONT. L DIH IVORY HALO DOGWOOD CORNUS ALBA #5 CONT. M FER FERNBUSH CHAMAEBATIARIA MILLEFOLIUM #5 CONT. L NDI DIABOLO NINEBARK PHYSOCARPUS OPULIFOLIUS'MONIO' #5 CONT. L NMP NEW MEXICO PRIVET FORESTIERA PUBESCENS PUBESCENS #5 CONT. L PBS PAWNEE BUTTES SANDCHERRY PRUNUS BESSII 'PAWNEE BUTTES' #5 CONT. L RES REGENT SERVICEBERRY AMELANCHIER ALNIFOLIA'REGENT' #5 CONT. L SAA AUTUMN AMBER SUMAC RHUS TRILOBATA'AUTUMN AMBER #5 CONT. L SMS SNOWMOUND SPIREA SPIREA NIPPONICA #5 CONT. M VKO KOREANSPICE VIBURNUM VIBURNUM CARLESII #5 CONT. M VLA MOHICAN WAYFARING VIBURNUM VIBURNUM LANTANA'MOHICAN' #5 CONT. L YCU GOLDEN CURRANT RIBES AUREUM #5 CONT. L NOTE: NO MORE THAN 15% OF THE TREES PROVIDED SHALL BE THE SAME SPECIES QTY SYMBOL COMMON NAME BOTANICAL NAME SIZE WATER USE DECIDUOUS SHRUBS: 7"9' SPREAD ALC THINLEAF ALDER ALNUS TENUIFOLIA #5 CONT. M AMP AMERICAN PLUM PRUNUS AMERICANA #5 CONT. L BBU BURNING BUSH EUONYMUS ALATUS #5 CONT. M BEA DREAM CATCHER BEAUTY BUSH KOLKWITZIA AMABILIS'MARACDO' #5 CONT. L BSF SILVER FOUNTAIN BUTTERFLY BUSH BUDDLEJA ALTERNIFOLIA'ARGENTEA' #5 CONT. L COP COPPERTINA NINEBARK PHYSOCARPUS OPULIFOLIUS COPPERTINA #5 CONT. L GLS GRO-LOW SUMAC RHUS AROMATICA'GRO-LOW' #5 CONT. L PKP PRINCESS KAY PLUM PRUNUS NIGRA'PRINCESS KAY' #5 CONT. M SEL PURPLEIWHITE FRENCH LILAC SYRINGAVULGARIS'SENSATION' #5 CONT. L YTD YELLOW TWIG DOGWOOD CORNUS SERICEA'FLAVIRAMEN #5 CONT. M GRASSES AMG ADAIGO MAIDEN GRASS MISCANTHUS SINENSUS'ADAIGO' #1 CONT. M AVG BLUE AVENA GRASS HELICTOTRICHON SEMPERVIRENS #1 CONT. L BGB BLONDE AMBITION GRAMA GRASS BOUTELOUA GRACILIS'BLONDE AMBITION' #1 CONT. L FRV VARIEGATED FEATHER REED GRASS CALAMAGROSTIS ACUTIFLORA'AVALANCHE' #1 CONT. L GHM HEAVY METAL BLUE SWITCH GRASS PANICUM VIRGATUM'HEAVY METAL' #1 CONT. L HFB LITTLE BUNNY FOUNTAIN GRASS PENNISETUM ALOPECUROIDES'LITTLE BUNNY #1 CONT. L HFR HARDY'KARLEY ROSE' FOUNTAIN GRASS PENNISETUM ORIENTALE'KARLEY ROSE' #1 CONT. L ISI INDIAN STEEL INDIAN GRASS SORGHASTRUM NUTANS'INDIAN STEEL' #1 CONT. L JSW JOSE SELECT TALL WHEATGRASS ELYTRIGIA ELONGATA'JOSE SELECT #1 CONT. L KFG KOREAN FEATHER REED GRASS CALAMAGROSTIS BRACHYTRICHA #1 CONT. L LBG THE BLUES LITTLE BLUESTEM GRASS SCHIZACHYRIUM SCOPARIUM'THE BLUES' #1 CONT. L MCV VARIEGATED MOOR GRASS MOLINIA CAERULEA'VARIEGATN #1 CONT. M MFG MEXICAN FEATHER GRASS NESSELLA TENUISSIMA #1 CONT. L MMG MORNING LIGHT MAIDEN GRASS MISCANTHUS SINENSIS WORNING LIGHT #1 CONT. M NSO NORTHERN SEA OATS CHASMANTHIUM LATIFOLIUM #1 CONT. M PMG PURPLE MAIDEN GRASS MISCANTHUS SINENSIS PURPURASCENS #1 CONT. M RSG SHENANDOAH RED SWITCH GRASS PANICUM VIRGATUM'SHENANDOAH' #1 CONT. L VMG I VARIEGATED MAIDEN GRASS MISCANTHUS SINENSIS VARIEGATUS #1 CONT. M PERENNIALS AGA CORONADO HYSSOP AGASTACHE AURANTIACA #1 CONT. L CMW WALKER'S LOW CATMINT NEPETA FAASSENII'WALKER'S LOW #1 CONT. L + + CSI SILVER SCROLLS CORAL BELLS HEUCHERA'SILVER SCROLLS' #1 CONT. M DDY STELLA D'ORO DAYLILY HEMEROCALLIS'STELLA D'ORO #1 CONT. L Eve DIP PINELEAF GARDEN PINK DIANTHUS PINIFOLIUS #1 CONT. M ECR RUBY STAR CONEFLOWER ECHINACEA PURPUREA'RUBY STAR' #1 CONT. L GAI BURGUNDY BLANKET FLOWER GAILLARDIA X GRANDIFLORA'BURGUNDY #1 CONT. L HBU DOUBLE BUBBLEMINT AGASTACHE CANA #1 CONT. L HIM HIMALAYAN SAGE PHLOMIS CASHMERIANA #1 CONT. M HOR LENTEN ROSE HELLEBORUS ORIENTALIS #1 CONT. M PCY YELLOW MEXICAN HAT RATIBIDA COLUMNIFERA #1 CONT. L PIES ROCKY MOUNTAIN PENSTEMON PENSTEMON STRICTUS #1 CONT. L PEY YELLOW PINELEAF PENSTEMON PENSTEMON PINOFOLIUS'MERSEAYELLOW #1 CONT. L PRM MISSOURI EVENING PRIMROSE OENOTHERA MACROCARPA #1 CONT. L PXR RED ROCKS PENSTEMON PENSTEMON X MEXICALI RED ROCKS #1 CONT. L SES AUTUMN JOY STONECROP SEDUM'AUTUMNJOY #1 CONT. L SFS SEA FOAM SAGE ARTEMISIA VERSICOLOR'SEA FOAM' #1 CONT. L YCO YELLOW CONEFLOWER ECHINACEA PARADOXA #1 CONT. L GROUNDCOVER IPM MESA VERDE ICEPLANT DELOSPERMA MESA VERDE 4" CONT. L LAL LARGE LEAFED LAMBS EAR STACHYS BYSANTINA'HELEN VON STEIN' 4" CONT. L MRE CREEPING ORGEGON GRAPE HOLLY MAHONIA REPENS #1 CONT. L PCB BLUE CREEPING PHLOX PHLOX SUBULATA'EMERALD CUSHION' 4" CONT. L SAG ANGELINA STONECROP SEDUM RUPESTRE'ANGELINN 4" CONT. L SSU SNOW -IN -SUMMER CERASTIUM TOMENTOSUM 4" CONT. L BULBS DAF DAFFODIL -YELLOW NARCISSUS GOBLET 1 BULB M PFO PURPLE SENSATION FLOWERING ONION ALLIUM AFLATUNENSE PURPLE SENSATION 1 BULB L TURF GRASS BLEND: SOD DROUGHT TOLERANT TEXAS HYBRID BLUEGRASS BLEND DETENTION SLOPE SEED MIX APPLICATION RATE:16.00 PLS POUNDS/AC. BROADCAST, RAKE TO COVER. BOTANICAL NAME: VARIETY: COMMON NAME: PLS LBS./AC. BOUTELOUA CARTIPENDULA NATIVE SIDEOATS GRAMA 2.80 BUCHLOE DACTYLOIDES NATIVE BUFFALOGRASS 6.20 BOUTELOUA GRACILIA NATIVE BLUE GRAMA 0.60 DISTICHLIS STRICTA NATIVE INLAND SALTGRASS 0.90 ELYMUS ELYMOIDES NATIVE BOTTLEBRUSH SQUIRRELTAIL 1.80 KOELERIA MACRANTHA NATIVE PRAIRIE JUNEGRASS 0.20 PASCOPYRUM SMITHII ARRIBA WESTERN WHEATGRASS 3.20 SPOROBOLUS AIROIDES PLAINS -MONTANE ALKALI SACATON 0.30 TOTAL: 16.00 NOTE: 1. ALL MATERIALS FURNISHED SHALL BE FREE OF COLORADO STATE NOXIOUS WEEDS AS DEFINED IN ARTICLE III, SECTION 21-40 OF THE CODE OF THE CITY OF FORT COLLINS. DETENTION BASIN SEED MIX APPLICATION RATE: 31.3 PLS POUNDS/AC. BROADCAST, RAKE TO COVER. BOTANICAL NAME: VARIETY: COMMON NAME: PLS LBS./AC. CAREX LANUGNIOSA NATIVE WOOLY SEDGE 1.34 CAREX NEBRASKENSIS NATIVE NEBRASKA SEDGE 0.81 DISTICHLIS STRICTA NATIVE INLAND SALTGRASS 1.08 ELEOCHARIS PALUSTRIS NATIVE CREEPING SPIKERUSH 1.34 JUNCOS BALTICUS NATIVE BALTIC RUSH 1.34 SPOROBALUS CRYPTANDRUA NATIVE SAND DROPSEED 0.67 PANICUM VIRGATUM BLACKWELL SWITCHGRASS 5.38 PASCOPYRUM SMITHII ARRIBA WESTERN WHEATGRASS 18.81 THEROPSIS RHOMBIFOLIA NATIVE GOLDEN BANNER 0.27 ASTER GLAUCA NATIVE BLUE ASTER 0.27 TOTAL: 31.31 NOTE: 1. ADD 1.3 PLS POUNDS / ACRE OF HIGH PLAINS WET MEADOW MIX (FROM WESTERN NATIVE SEED) 2. ALL MATERIALS FURNISHED SHALL BE FREE OF COLORADO STATE NOXIOUS WEEDS AS DEFINED IN ARTICLE III, SECTION 21-40 OF THE CODE OF THE CITY OF FORT COLLINS. ="I" NOIKIS DESIGN 1101 Bannock Street Denver, Colorado 80204 P 303.892.1166 F 303.892.1186 www.norris-design.com McWHINNEY 2725 ROLky Mountain Ave. Suite 2 00 Loveland, CO 80538 970.962-91190 CN 0 !Z V Z J - � Cu Ln = ZIx Lp �--� «5 0 Cu 0 0 0 if z U 06 0 Lu CIO LL z ui � LL. LU UJ E C) Of Q LL. U 45.0039.00 F B DESIGNED: BR DATE: 10/05/2012 REVISIONS: SPRING CREEK FARMS NORTH FILING NO. 2 ISSUED FOR: FINAL DEVELOPMENT PLAN SHEET TITLE: LANDSCAPE PLANT LIST SCALE: AS NOTED SHEET NUMBER L-6 s-277 2649 ch wm"�"9 �I �! 1 : NORRIS DESIGN N III r - 1101 Bannock Street Denver, Colorado 80204 P 303 892.11166 F 303.892.1188 Cy www.norris-design.com N I I JOSEPH ALLEN DRIVE --- -- E. T I M B E R L I N E R OA D- - - - NOTE: SEE SHEET 1-3 FOR IRRIGATION WATER BUDGET CHART. LEGEND HIGH HYDROZONE (18 GAL/SF/SEASON) MODERATE HYDROZONE (10 GAL/SF/SEASON) i�i�i�i�i�i! • VERY LOW HYDROZONE (0 GAL/SF/SEASON) 30 25' 50, 10 ' NORTH SCALE: 1"- 50'-0" McWHINNEY 2725 Rocky Mountain Ave. Suite 200 Loveland, CO 80538 970 962-999D N O Z C� Z J O LL CJ = Z C> F— 00 0 0 Cu 0 o L3 Z U OZS 0 ��j coo0 or.' Z �° � c _ c •L =: 0 W 2 o LL- (D Z CL U) 45.0039.00 F B DESIGNED: BR DATE: 10/05/2012 REVISIONS: SPRING CREEK FARMS NORTH FILING NO. 2 ISSUED FOR: FINAL DEVELOPMENT PLAN SHEET TITLE: HYDROZONE PLAN SCALE: AS NOTED SHEET NUMBER L11111111111117 S•277 2649