Loading...
HomeMy WebLinkAboutBUCKING HORSE FILING TWO - Filed SP-SITE/LANDSCAPE PLAN - 2013-01-14 (2)FINAL DEVELOPMENT PLAN SITE PLANS BUCKING HORSE FILING TWO -URBAN ESTATE ZONE DISTRICT SHEET INDEX LEGAL DESCRIPTION LSOO1 COVER SHEET LS002 TABLES, CHARTS AND NOTES A REPLAT OF OUTLOTS A AND B, LOTS 8-11 BLOCK 6, BLOCK 7-8 AND 14-17 AND 19, SIDEHILL - FILING TWO, CITY OF FORT COLLINS, LS100 OVERALL SITE PLAN SITE PLAN COUNTY OF LARIMER, STATE OF COLORADO. LS102 SITE PLAN LS103 SITE PLAN — LS104 SITE PLAN LS401 NANCY GRAY WETLAND SITE PLAN LS402 WORKING FARM SITE PLAN EDORA PARK RIFFENj ELEMEJE_R ARY EPIC 0 KIN .1'■■■■■ FAME MESON ■ III I�Iflllllll��ll /�� � � ARKWOO LAKE LAKE SHERWOOD CON TEXT MAP PAR • BUCKING HORSE FILING ONE EMMA 111111 � ��I♦ � ., C� �� , 1♦ �'• �� =11Cv �I ♦♦ �� '� '�� '� Ill �� �%��'�j'��►I��'�!i • IWPI =III �IG11� �'i ���� ������ •��•� -III �IIII_�� Illl�il �IIIII\���� ���� � �1 • - llllll �11111111��'� • • _v :,. fill . � � '! � - =3 '••._ • • i CARGIL FARM 131 KING SOOPERS OF.c.o S. PEDESTRIAN I ROUTE (TYP ) BUCKING HORSE FILING TWO - URBAN ESTATE ZONE DISTRICT 600' 0 300' 600' 1200' I . L. NORTH LS403 JOHNSON FARM INNOVATION CAMPUS AND HORSE BOARDING AREA SITE PLAN LS501 DETAILS LS502 DETAILS LS503 DETAILS L1101 WORKING FARM LIGHTING PLAN L1102 JOHNSON FARM INNOVATION CAMPUS LIGHTING PLAN OWNER'S CERTIFICATION THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNER'S OF THE REAL PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT I/WE ACCEPT THE CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE PLAN. ,D) . a►...s.� (STATE OF Co l oif" o ) ( )SS (COUNTY OF Lari me y ) SUBSCRIBED AND SWORN TO BE BEFORE THIS 11 DAY OF DZUM60201)., BY WITNESS MY HAND AND OFFICIAL SEAL. NOIARY PU13LIC � 3� oar ijWlCa/f, ha#tt'k n LaE 2q For+& lL' ►t5 CO '6DS2L A MY COMMISSION EXPIRES DIRECTOR OF CURRENT PLANNING BY THE URRENT PIRECTOR OF PLANNING OF THE CITY OF FORT COLLINS, COLORADO, THIS /4k rr ,r ... . -ti• I ^ Y DIRECTORLANNIN Working Form at Bucking Horse Manure Management and Operations PlanCORA� The objective of the following list is in reference to the Working Farm at Bucking Horse and aims to address the management of the manure produced by various f s of livestock, possibly including but not limited to horses, cattle, sheep, pigs, goats and chickens, by minimizing its potential negative environmental impacts on water, health and air quality and to m ximize beneficial uses as a soil amendment to promote soil health and plant growth. Additionally, the objective of this summary intends to cover foreseeable aspects associated with storage of form equipment, tools, composting and all other miscellaneous features of the operation. • The temporary containment and storage of manure produced through farm operations shall be constructed of concrete pad and bucking wall. A permanent roof with gutter and downspout shall be constructed to protect the pile from rain and storm water runoff. The manure pile shall not exceed 6 feet in height. The structure shall remain positioned downwind from neighboring residences to the extent reasonably feasible and visually screened from public view through the use of landscaping. Windbreaks including shrubs and trees shall be incorporated to promote dust suppression. • The manure storage area is located at least 100 feet from potable water sources, surface water bodies and areas of ecological vdue and is situated at least 200 feet away from residences. A 2-4% grade surrounding the manure pile and structure shall be maintained to ensure diversion of surface water runoff and aid in reducing soil erosion. A grassy or vegetated filter strip shall surround the manure storage area to prevent leochate from entering waterways. • Regular removal of manure and bedding from stables and paddocks shall be facilitated to aid in nuisance and pest prevention. • Manure handling tools and farm equipment shall be stored in the adjacent barn structure and protected from the view of public streets when not in use. • Stored manure material produced through farm operations shall be utilized as a source for composting. The pile shall remain dean and free of any garbage debris and shall be protected from possible nutrient loss to ensure product quality. Hauling of manure off —site to a qualified composting facility shall be completed on a regular basis as necessary so that the odor impact shall be mitigated to the maximum extent feasible. Bucking Horse Stable Manure Management Plan The objective of the following list is in reference to the Bucking Horse Stable and aims to address the management of the manure produced by a small number of boarded horses by minimizing its potential negative environmental impacts on water, health and air quality and to maximize beneficial uses as a soil amendment to promote soil health and plant growth. • The temporary containment and storage of manure produced through farm operations shall be constructed of concrete pad and bucking wall. A permanent roof with gutter and downspout shall be constructed to protect the pile from rain and storm water runoff. The manure pile shall not exceed 6 feet in height. The structure shall remain positioned downwind from neighboring residences to the extent reasonably feasible and visually screened from public view through the use of landscaping. Windbreaks including shrubs and trees shall be incorporated to promote dust suppression. • The manure storage area is located at least 100 feet from potable water sources, surface water bodies and areas of ecological value and is situated at least 200 feet away from residences. A 2-4R grade surrounding the manure pile and structure shall be maintained to ensure diversion of surface water runoff and aid in reducing soil erosion. A grassy or vegetated filter strip shall surround the manure storage area to prevent leochate from entering waterways. • Regular removal of manure and bedding from stables and paddocks shall be conducted to aid in nuisance and pest prevention. • Manure handling tools and farm equipment shall be stored in the nearby born structure and protected from the view of public streets when not in use. • Stored manure material produced through farm operations shall be utilized as a source for composting. The pile shill remain clean and free of any garbage debris and shall be protected from possible nutrient loss to ensure product quality. Hauling of manure off —site to a qualified composting facility shall be conducted on a regular basis as necessary so that the odor impact shall be mitigated to the maximum extent feasible. ZONING MAP &27/M2 9:2e:e8 FW C1typf F ©rt Colhn. B-97 26§1 LL I-- 0 z w O U w s N O cD ~= N LO it f z ri o 4M to �..: C;QU I rn O in CN i J O Op l..i..l�w WZUI� m o o� .. O N U_ M _J LL_ Z J a. W a_ O 0 a Z Date: DEC 14, 2012 Drawn By. KT Checked B Y CR Sheet LS001 EXISTING CARGILL SPECIALITY CANOLA OIL PLANT HORSE TRAILER PARKING BIKE PARKING, (4 TYP. IN FRONT OF EACH BUILDING PARKING AREA (32) 10'x20 SPACES (2) 10'x20' HANDICAP ACCESSIBLE BIKE PARKING, (4 TYP. IN FRONT OF EACH BUILDING ACCESSIBLE RAMPS AT CORNER, TYP. ACCESS POINT PA 5'- 1 " 20 1 PA �PA PA LOT I •LOCK 7— PA OFFICE " BUILDING 3 (EXISTING) PA PA rl V PA OUTDOOR AREA Wm SITE LEGEND: STANDARD GRAY CONCRETE- 4" THICKNESS STANDARD GRAY CONCRETE - THICKNESS FLAGSTONE CRUSHER FINES BUCKING HORSE BOUNDARY —R.O.W. (BACK OF SIDEWALK) —LOT LINE EASEMENT FT WATER TREATMENT FACILITY BUFFER FUTURE CITY PARK AREA DRAKE ROAD FENCE PROPOSED STREET LIGHT ........ . ... .. EXISTING STREET LIGHT ... U 7 TRASH ENCLOSURE PICNIC TABLES BENCH o TRASH/RECYCLING RECEPTACLE BIKE RACK 20' 0 10' 20' 40' NORTH B 9 7 26 5 1 Li Li ]:E 12 1 0 Lv cl� Date: DEC 14, 2012 Drawn By SL Checked IBYCR Sheet LS403 9� Ui) fb9m CONCRETE PAVEMENT WITH FIBER MESH SAWCUT CONTROL JOINT Y OF SLAB THICKNESS. AS SHOWN ON JOINT PLAN DRAWINGS. SUBGRADE COMPACTED PER SPECIFICATIONS NOTES: 1. EXPANSION JOINTS PLACED PER JOINT PLAN, BUT NO LESS THAN 100' O.C. 2. CONTROL JOINT PLACED PER JOINT PLAN, MAXIMUM SPACING 10'. 3. CONCRETE TO HAVE FINE BROOM FINISH PERPENDICULAR TO CENTERLINE OF PAVING. 4. FINISHED GRADE OF LANDSCAPE AREA TO BE 1 " BELOW FINISH GRADE OF CONCRETE (TYPICAL BOTH SIDES). OA CONCRETE PAVEMENT SCALE: N.T.S. DT-PVMT-CONC AS SHOWN ON LAYOUT I SLOPE 2% TYPICAL, EITHER DIRECTION '�, �*tip Y.S.;f y Cn �:�. -ql w,j�y{�Z r-x.T•'. �:4-e�..�.. � - .... ... CRUSHER FINES PAVEMENT SCALE: 1'-V-0' 1. FENCE TO BE LOCATED ALONG LOT LINE OF ALL LOTS BACKING OPEN SPACES & USED FOR THE HORSE BOARDING ENCLOSURE. FENCE MAY ALSO BE USED AS SIDEYARD OR BACKYARD OPTION FOR SINGLE FAMILY LOTS. 2. POSTS: 6"x6" CHAMFERED RAILS: 2"x6" OVERLAPPING WITH THROUGH BOLTS FENCE COLOR: NATURAL OPTIONAL 3"x4" WORE MESH 3. HEIGHT OF HORSE BOARDING FACILITY & WORKING FARM PERIMETER FENCE SHALL BE 5'. 4. HEIGHT OF ANIMAL PENS AT WORKING FARM SHALL BE 4'. n1 STANDARD COMMUNITY FENCE V SCALE: WM DT-FENC-COMM 0 A„ a a a a o a 11 CONCRETE PAVEMENT JOINTS SCALE:1 1/2" = V-0" 2" THICK STABIILIZED GRANITE CRUSHER FINES, COLOR: BUFF BREEZE 2" THICK CRUSHER FINES SUB -BASE DURAEDGE ROLL TOP (HAMMERED) STEEL EDGER TOP OF EDGING TO BE MAXIMUM OF Y" (6.4MM) ABOVE SURFACE MATERIAL COMPACT GRADES ADJACENT TO EDGING TO AVOID SETTLING 12" (305MM) ALUMINUM STAKES TO LOCK INTO PREFORMED LOOPS ON THE EDGING REMOVE do RECOMPACT SUBGRADE DT-PVMT-CRSH-FINE ASPHALT PAVING COMPACTED AGGREGATE BASE COURSE COMPACTED SUBGRADE JOINT MATERIAL NOTES: 1. FINAL ASPHALT PAVING & BASE COURSE DEPTHS BASED ON GEOTECH REPORT. ASPHALT PAVEMENT SCALE: 1 "-1'-0' AS SHOWN ON LAYOUT PLANS SLOPE 2% TYPICAL, EITHER DIRECTION FLAGSTONE STEPPING STONES SCALE: 1 "-1'-0' NOTES: 1. SINGLE FAMILY LOTS MAY USE EITHER OPTION FOR SIDE AND BACK FENCES, UNLESS LOTS BACK OPEN AREAS (USE STANDARD COMMUNITY FENCE IN THESE CASES). 2. NATURAL FENCE: POSTS: 6"x6" CHAMFERED RAILS: 2"x6" OVERLAPPING WITH THROUGH BOLTS FENCE COLOR: NATURAL OPTIONAL 3"x4" WIRE MESH W SINGLE FAMILY LOT FENCE SCALE: NTS DT-FENCE-SFLOT FLAGSTONE 2" THICK MIN, COLOR: BUFF 2" THICK STABIILIZED GRANITE CRUSHER FINES, COLOR: BUFF BREEZE 2" THICK CRUSHER FINES SUB -BASE DURAEDGE ROLL TOP (HAMMERED) STEEL EDGER TOP OF EDGING TO BE MAXIMUM OF Y" (6.4MM) ABOVE SURFACE MATERIAL COMPACT GRADES ADJACENT TO EDGING TO AVOID SETTLING 12" (305MM) ALUMINUM STAKES TO LOCK INTO PREFORMED LOOPS ON THE EDGING REMOVE do RECOMPACT SUBGRADE 1" MAX. JT, FILL WITH BREEZE, COLOR TO \ IIMATCH STONE, TECHNISEAL HP POLYMERIC JOINTING SAND LAGSTONE, 3" THICK MIN. F 1" SAND SETTING BED i . 4" COM PACTED ROAD BASE 14 COMPACT BASE SOIL TO 95% NOTES: 1. FLAGSTONE COLOR TO BE: BUFF 2. MINIMUM SURFACE AREA OF EACH FLAGSTONE PIECE TO BE 1'x1'. DT-PVMT-CRSH-FlNE-W-STONE FLAGSTONE PAVEMENT SCALE:1'-1'-0' DT-PVMT-FLAG-STON 0- 9T 2651 W Q z w 0 0 w o' N _ w � N o o .� zNa� rn �Qokn rn N O CN :ter= I 1 j 1 o' w.r.+ WtUr a M C 0) pr N W 0 r` r) W o $ fn N E8€ d H W 0 z J r H z LLJ 0 ui LLI 0 a z Date: DEC 14, 2012 Drawn By. KT/SL Checked By: CR/PM Sheet LS501 140 N LL D�► °o &am `n VARIES v i n ii ii n n u ii II II I II zI.......... 0 II t �— II II II II SECTION ° ° 1 •� *I 1 T` NOTES: • d ° { IA. 1. ALL WOOD TO BE PREMIUM CEDAR LUMBER. o • a1 14, 6" ° d I° 1 d a m (1) 1/2 X 4" STL PINS PER SANDSTONE CAP BUFF SANDSTONE CAP 2"X6" RAIL CAP 1 "X6" PICKET COVER 2'X6" RAIL - ATTACH TO STEEL TAB (1) 1/2 X 4" STL PINS PER SANDSTONE CAP 1 "X6" PICKET 8X8" GROUT FILLED CMU (2) 15 REBAR STONE VENEER 2"X6" RAIL 1 "X6" PICKET COVER (4) 15 RB 0 12" OC EACH WAY 1-#5 EA CORNER d • • ao 4 A (4) #5 RB-CONY EQ SP Wo EACH WAY ELEVATION TRASH ENCLOSURE COMPACTED SUBGRADE 8'-0" ON CENTER 6"I CKWERED, TYP. LAG BOLT NOTES: 1. ALL WOOD TO BE PREMIUM CEDAR LUMBER. o 1 MILES H SCALE: 1 "-1'-O" ;�I N9115i 4h (1) 1/2 X 4" STL PINS PER SANDSTONE CAP BUFF SANDSTONE CAP 2"X6" RAILS, TYP. 8X8" GROUT FILLED CMU (2) #5 REBAR STONE VENEER .... .., o • ° ° • (4) #5 RB 0 12" OC d • EACH WAY ° e d • d a e A 8 6" °•d °1 ` d 1-#5 EA CORNER • • • ° • • d • ° ° 00 e a • � a • ° (4) #5 RB-CONT EQ SP ° EACH WAY --- ---- COMPACTED SUBGRADE PLAN DT-TRASH ENCLOSURE DT-MH-FENCE �-- CONIC FOOTING BUFF SANDSTONE 8X8" GROUT FILLED CMU J"X6" STEEL TAB (2) #5 REBAR 0 ANDSTONE COLUMNS/ ENCING 1/2- X 1 1/2- 1/4- THICK ANGLE tON - ATTACH W/ /8" X 2" LONG MASONRY NCHOR EPDXY SET T 2' OC TRASH ENCLOSURE DUMPSTER STOP SCALE: 6"=1'-O" CONIC FOOTING BUFF SANDSTONE 8X8" GROUT FILLED CMU (2) #5 REBAR 211"X6' RAILS, TYP. w Q 0 z w 0 U I 0 N 0 N,CUD O f j p� z .^ 0 Y/ 0 Q ti X LI) C N J O Op Lu m 20 LL- w O n M N O $ ui - N + 8�'E FD H 8 =_q 2 NCn i a;�o a 0 Z Z a LL Z W W J d C/) � O O p > S o Z Z Y LL. U W Date: DEC 14, 2012 Drawn By: KT/SL Checked By: CR/PM Sheet B-97 2651 LS502 Oti 11 SET TOP OF STONE LEVEL - MIN 18" ABOVE GRADE - SLOPE 2% TO DRAIN N BUFF COLORED SANDSTONE BLOCK >z PLANTING AREA TECHNISEAL HP POLYMEI JOINTING SAND FLAGSTONE �.. ao. 3 4 MINUS CRUSHED GRAVEL STONE BLOCK SCALE:1 1/2' = 1'-O' 3 w 19AMM 2'-0' BUFF SANDSTONE CAP 1'-6" N XotX3" STL DOWEL OC. 2 MIN PER STONE CAP a BUFF SANDSTONE VENEER FG FS #5 REBAR O 12" OC ° BOTH WAYS 0 dA° CIP CONC 8" ° 1-9" d 8" M d z oo ` — a Q a (3)5 REBAR ° CONTINOUS - (EQ) 3'-0' NOTES: 1. COORDINATE EXTENT OF VENEER W/ FINISHED SURFACE do FINISHED GRADE ELEVATION. NO CONCRETE TO BE EXPOSED AFTER GRADING OPERATIONS COMPLETED. STONE WALL SCALE:1"-1'-O* COMPACTED SUBGRADE 1 /4" MAX JOINTS — KEEP STONE JOINTS FLUSH —CUT IF NEEDED TO CREATE A UNIFORM APPEARANCE BUFF COLORED SANDSTONE BLOCK FINISH SURFACE OF PAVEMENT DT-WALL-STON-SEAT NOTES: 1. OWNER FURNISHED 2. CONTRACTOR INSTALLED FURNITURE SCHEDULE SCALE: N1S DT-FURN-SCHE g_97 2651 w Q 0 z w 0 0 w U z 0 N '4? w N .00c) Ncoo 3 Z >0Lo cN JOap 0 m C 0) ' o +� o 0 7 0 z LLJ 0 N J Q H W 0 z CL F_ z LLI i Q_ 0 J LLJ LLJ 0 Q z Date: DEC 14, 2012 Drawn By. KT Checked By. CR/PM Sheet LS503 EXISTING ZONING EXISTING PARCEL SIZE LMN PARCEL SIZE (RESIDENTIAL & ALLEY) LMN PARCEL SIZE (OUTLOTS -FUTURE MULTI -FAMILY) UE PARCEL SIZE ADDITIONAL PERMITTED USE TOTAL NUMBER OF DWELLING UNITS MAXIMUM PROPOSED BUILDING HEIGHT OFFICE BUILDINGS BARN RESIDENTIAL URBAN ESTATE DISTRICT, LOW MIXED NEIGHBORHOOD 3,717,018 S.F. (85.3310 AC) 19,601 S.F. (0.44 AC) 390,272 S.F. (8.96 AC) 3,122,276 S.F. (71.6 AC) OFFICE, AGRICULTURAL ACTIVITIES 68 SINGLE FAMILY DETACHED EXISTING 32' 2.5 STORIES PER SECTION 4.2(E)(2)(D) PROPOSED PROJECT LAND USE DATA SITE AREA (AC) SITE AREA (SF) %TOTAL BLOCKS 1,2,3,4,5,6 BUILDING COVERAGE 3.57 155,573 4.19 DRIVEWAY 0.62 27,189 0.73 PRIVATE LOT LANDSCAPE AREA 10.0 435,520 11.72 (EXCLUDING BLDG & DRIVEWAY) PUBLIC STREETS 6.59 287,114 7.72 SIDEWALK (ALONG PUBLIC STREETS) 1.57 68,315 1.84 PARKING LOTS (LOT 1 & TRACT C) 0.95 41,409 1.12 13 LOTS ALLEY (AT NANCY GRAY) 0.59 18,909 0.51 CONCRETE/FLAGSTONE (LOT 1 & TRACT C) 0.25 25,501 0.69 FARM PENS / ACCESSORY STORAGE 0.26 11,439 0.31 OUTLOTS 16.3 713,319 19.1 OPEN SPACE TRAILS 1.07 46,679 1.26 LANDSCAPE LOT 1 PLANTING BEDS 0.51 22,070 0.59 NATIVE SEED (SEED TYPE A) 0.75 32,637 0.88 TRACT C PLANTING BEDS 0.22 9,415 0.25 NATIVE SEED (SEED TYPE A) 0.15 6,385 0.17 TURF 0.21 9,262 0.25 ROW TURF LAWN 2.14 93,402 2.51 OPEN SPACE TURF LAWN 0.28 12,342 0.33 NATIVE SEED (SEED TYPE A) TRACT A 0.09 4,106 0.11 TRACT B 6.15 267,826 7.21 TRACT D 16.83 733,249 19.73 TRACT E 0.92 40,058 1.08 TRACT F 8.93 388,878 10.46 TRACT G 0.37 16,851 0.45 TRACT 1 3.60 156,878 4.22 OUTLOT B 0.37 15,946 0.43 OUTLOT C 0.64 27,671 0.74 NATIVE SEED (SEED TYPE B) TRACT D 0.09 3,919 0.11 TRACT F 0.24 10,256 0.28 NATIVE SEED (SEED TYPE C) TRACT F 0.80 34,900 0.94 TOTAL 85.331 3,717,018 100% PROPOSED BUILDING FLOOR AREA DATA NAME STATUS AREA S.F. FAR LAND USE OFFICE BUILDING 1 EXISTING 2,940 .02 OFFICE OFFICE BUILDING 2 EXISTING 600 .003 OFFICE OFFICE BUILDING 3 EXISTING 1,203 .007 OFFICE BARN NEW 2,928 .019 AGRICULTURAL ITE PARKING DATA TYPE OF PARKING COMPONENT COUNT 1 o'-o" X 20'-0" 67 10'-O" X 20'-0" HANDICAP ACCESSIBLE 4 GARAGE 136 DRIVEWAY 110 TOTAL OFF STREET' PARKING 308 NOTES: 1. GARAGES AND/OR DRIVEWAYS WILL ACCOMMODATE HANDICAP, MOTORCYCLE, AND BICYCLE PARKING. 2. WORKING FARM TO SHARE PARKING AREA WITH FUTURE CITY PARK ADJACENT TO THE NORTH. SOLAR LOTS PERCENTAGE OF TOTAL SINGLE FAMILY SOLAR LOTS 5 10% *19 LOTS EXEMPT FROM SOLAR REQUIREMENTS (OVER 15,000 SF) *50 APPLICABLE SOLAR LOTS UE CLUSTER PLAN DATA OVERALL EXISTING UE PARCEL SIZE (GROSS) OUTLOT A (FUTURE MULTI -FAMILY) PARCEL SIZE 10 RESIDENTIAL UNITS & ADJACENT ALLEY PARCEL SIZE WORKING FARM PARCEL SIZE HORSE BOARDING FACILITY PARCEL SIZE INNOVATION OFFICE COMPLEX PARCEL SIZE TOTAL NUMBER OF UE CLUSTER DWELLING UNITS 3,122,276 S.F. (71.6 AC) 327,769 S.F. (7.52 AC) 71,182 S.F. (1.63 AC) 109,089 S.F. (2.5 AC) 42,385 S.F. (0.97 AC) 96,301 S.F. (2.21 AC) 65 SINGLE FAMILY DETACHED PROPOSED UE CLUSTER PLAN ANALYSIS SITE AREA (AC) SITE AREA (SF) %TOTAL UE PARCEL SIZE EXCLUDING INNOVATION OFFICE & OUTLOT A 62.00 2,703,864 --- 65 UNITS ON 20.33 AC OF RESIDENTIAL LOTS = 3 DU/AC - - - - - - --- RESIDENTIAL LOTS 20.33 855,806 31.65 INNOVATION OFFICE COMPLEX 2.21 96,301 3.56 HORSE BOARDING FACILITY (TRACT E) 0.97 42,385 1.57 TRACT 1 3.6 156,878 5.80 TOTAL OPEN SPACE COMPRISED OF: DETENTION AREA OPEN SPACE WORKING FARM NEIGHBORHOOD PARK 8' REAR YARD SETBACK (MIN.) 5' SIDE YARD SETBACK (MIN.) 15 FROM YARD SETBACK (MIN.) 35.1 1,529,061 56.0 16.92 737,168 27.2 9.53 414,978 15.3 2.50 109,089 4.03 6.15 267,826 9.91 TOTAL 100% s i BUILDING ENVELOPE DRIVE WAY LOT LINE t__ UE RESIDENTIAL CLUSTER PLAN SETBACK REQUIREMENTS NOTE: UE BLOCK 2 LOTS 13, 14 & 15 SHALL HAVE A 25' REAR YARD SETBACK (MINIMUM) AND UE BLOCK 5 LOT 1 SHALL HAVE A 50' REAR YARD SETBACK (MINIMUM) PROHIBITING ANY BUILIDNG WHICH WOULD REQUIRE A BUILDING PERMIT WITHIN THE SETBACK. GARDEN SHEDS UP TO 120 S.F. SHALL BE PERMITTED WITHIN THE REAR YARD SETBACK. SITE NOTES: 1. STANDARD SINGLE FAMILY LOTS (GREATER THAN 6,000 S.F.) AND SMALL SINGLE FAMILY LOTS (LESS THAN 6,000 S.F.), ARE PERMITTED USES IN THE URBAN ESTATE DISTRICT PER THE FORT COLLINS LAND USE CODE PER LUC 4.2(E)(2) (UE CLUSTER). ALL RESIDENTIAL UNITS WITHIN THIS DEVELOPMENT ARE IN COMPLIANCE WITH LUC 4.2(E)(2)(UE CLUSTER). 2. HANDICAPPED ACCESS RAMPS TO BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED HANDICAPPED PARKING SPACES. 3. PROPOSED STREET NAMES HAVE BEEN REVIEWED UNDER THE LARIMER COUNTY STREET INVENTORY SYSTEM. 4. THERE ARE NO DESIGNATED FLOODPLAINS WITHIN BUCKING HORSE FILING TWO. 5. PHASED CONSTRUCTION SHALL BE UTILIZED FOR PUBLIC IMPROVEMENTS, COMMON AREA LANDSCAPING, AND OTHER SITE IMPROVEMENTS. 6. PLEASE REFER TO THE CIVIL PLANS FOR EXISTING AND PROPOSED TOPOGRAPHY. 7. ALL DWELLINGS WILL HAVE INDIVIDUAL TRASH & RECYCLING SERVICE. 8. SEE UTILITY PLANS FOR EXACT GEOMETRY OF PARKING AREAS, STORM DRAINAGE AREAS, UTILITY MAINS, AND SERVICES. 9. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, LOT DIMENSIONS, UTILITY AND OTHER EASEMENTS, LOT AND TRACT OWNERSHIP AND MAINTENANCE, AND OTHER SURVEY INFORMATION. 10. ADJACENT SINGLE FAMILY LOTS SHALL CONTAIN DWELLINGS OF DIFFERENT MODELS OF VARYING STYLE AND ARCHITECTURAL FEATURES. 11. ADDRESS NUMERALS SHALL BE VISIBLE FROM LOCAL ROADS AND POSTED WITH A MINIMUM OF 6-INCH NUMERALS ON A CONTRASTING BACKGROUND. 12. DIRECT ACCESS TO SINGLE FAMILY LOTS IS TO BE FROM PRIVATE DRIVES AND LOCAL OR COLLECTOR STREETS ONLY. 13. FENCING SHALL BE ALLOWED PER SECTION 3.8.11 OF THE FORT COLLINS LAND USE CODE. CONSISTENT FENCE DESIGNS WILL BE REQUIRED ALONG LOTS BACKING OR SIDING ON ARTERIAL OR COLLECTOR STREETS, AND ADJACENT TO COMMON OPEN SPACE AREAS. 14. ELECTRICAL TRANSFORMERS, ELECTRICAL AND GAS METERS, AND OTHER APPURTENANCES SHALL BE SCREENED FROM PUBLIC VIEW TO THE EXTENT FEASIBLE. 15. ALL GARAGE DOORS SHALL BE SET BACK A MINIMUM OF 20' FROM THE BACK OF WALK OR PROPERTY LINE. PER CODE 3.5.2 (E) (1) + (3) STREET FACING GARAGE DOORS MUST BE SET BACK FROM FRONT BUILDING FACADE FOUR (4) FEET AND GARAGE DOOR NOT TO EXCEED MORE THAN 50% OF LINEAR FRONT FOOTAGE. 16. PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA AS SPECIFIED BY THE CITY OF FORT COLLINS. NO STRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN 30" SHALL BE ALLOWED WITHIN MEDIANS, A SIGHT DISTANCE TRIANGLE, OR A SIGHT DISTANCE EASEMENT WITH THE EXCEPTION OF DECIDUOUS TREES PROVIDING THE LOWEST BRANCH IS AT LEAST 8' FROM GRADE. ANY FENCES WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT SHALL BE NO MORE THAN 42" IN HEIGHT AND OF AN OPEN DESIGN. 17. LOT NUMBERS AND TRACT DESIGNATIONS SHOWN ARE PER THE PLAT. 18. STREET TREES AND SIDEWALKS WITHIN/ADJACENT TO FUTURE PHASES ARE TO BE INSTALLED AT THE TIME OF CONSTRUCTION FOR THAT PHASE. 19. ALL WORK WITHIN THE RIGHT-OF-WAY SHALL BE PER APPLICABLE LCUASS SECTIONS. THE BUILDER'S PLOT PLAN SUBMITTED WITH THE BUILDING PERMIT APPLICATION SHALL CLEARLY IDENTIFY THE CURB CUT AND DRIVEWAY, AS WELL AS THE LOCATION OF THE CURB STOP TO ENSURE THAT THE CURB STOP REMAINS IN A LANDSCAPED AREA. THE BUILDER SHALL ALSO BE RESPONSIBLE TO SATISFY ALL STREET TREE REQUIREMENTS, INCLUDING QUANTITY, TYPE, LOCATION, AND SEPARATION FROM UTILITY SERVICES. THEREFORE, UTILITY LOCATES SHOULD BE CALLED FOR IN ADVANCE AND DRAWN ON THE LOT -SPECIFIC LANDSCAPE PLAN. 20. OFF-STREET TRAILS ARE PRIVATELY OWNED AND MAINTAINED. 21. SIGNS AND THEIR LOCATION WILL BE PERMITTED THROUGH A SIGN PERMIT. 22. OUTLOT B AND TRACTS D AND F THAT MAKE UP THE OPEN SPACE ARE RESTRICTED TO ENSURE CONTINUATION OF THE OPEN SPACE PER THE CLUSTER DEVELOPMENT DESIGN STANDARD OF SECTION 4.2(E)(2)(8) OF THE CITY OF FORT COLLINS LAND USE CODE. 23. BLOCK 6 WILL HAVE VEHICULAR/DRIVEWAY ACCESS OFF OF THE DRIVE WAY IN TRACT H. 24. CONCRETE COMPRESSIVE STRENGTH AS DETERMINED BY ASTM C39, 4000 PSI MINIMUM AT 20 DAYS. 25. FIBROUS REINFORCEMENT: COLLATED, FIBRILLATED, POLYPROPELYNE FIBERS, TENSILE STRENGTH 70,000 PSI. USE 1.5 LBS. PER CUBIC YARD MINIMUM. 26. STONE TO BE COLORADO BUFF. 27. ALL LOTS FRONTING WALKALOOSA WAY SHALL BE PROHIBITED FROM TAKING VEHICULAR ACCESS ONTO MILES HOUSE AVENUE. 28. LOCATIONS OF STREET LIGHTS ALONG DRAKE ROAD ARE APPROXIMATE. FIELD VERIFY. 29. REFER TO THE WORKING FARM AT BUCKING HORSE MANURE MANAGEMENT AND THE BUCKING HORSE STABLE MANURE MANAGEMENT PLAN FOR INFORMATION ON MANAGEMENT AT THE WORKING FARM AND HORSE BOARDING FACILITY. 30. EXCEPT AS EXPRESSLY PERMITTED IN A SUBSEQUENT APPROVED PLAN OF DEVELOPMENT OR OTHER WRITTEN AGREEMENT FROM THE CITY, ALL ACTIVE OR PASSIVE USE BY LIVESTOCK, PETS, HORSES, AND THE LIKE WITHIN TRACT D SHALL BE PROHIBITED. w F- Q 0 F-- z w 12 0 0 wI a I 0 N F3 X U V- coo -,� r z j 0 1n 0 rn Inp CN r E J' _j 0 20 N 0 0 z J LL_ CD z_ Y U D m CO) H Z O Q Z o � Q W CO) O LLj t=.± W h 0 Co) J W Q J Z Q LL_ H Date: DEC 14, '2012 Drawn By. SL Checked By. CR Sheet IL LS002 ............... .................. . . . . . . . . . . . . . . . . . . . . . ... . .................. .......... .......... ....... . DRWE q LLJ LLJ 0 U 0 04 'D C-4 33 (n'oo 0 .00c) z 4i C) > 0 Lr) 0 (7) C 66 V) 04C*4 _j 0 0 LLJ _C Q r� ;i M CO 0) 0 C*4 LL. 0 r- re) U) 09 :5 (j)co r 04 Lo + 8 Ln \ N\ O z X < N _j F— z LU LLI Lij !-Z ..... >LLI . ......... LLJ uj M 0 < z Ne LL. m Date: DEC 14, 2012 Drawn By. SL Checked By. CR Sheet 130' 0 65' 130' 260' NORTH Lsi 00 LLJ 0 P- z LLJ 0 C) O 04 -,O-W Cj U,) V3) .0000 0 0 In 0 <0 rn C of 04 L.Lj _3 b 06 W I o F, im CY) cc 0 04O % U) E Cn CD 'iL 2 LLJ Cl) ly- 0 al 0 z a. z U- Date: DEC 14, 2012 Drawn By. KT Checked By. CR Sheet LS1 01 LLJ U a Fj 0 O (0 V),00 0 > 0 10 C;<Q C 6 C04 0 ,C C'4 06 WtU^ M C cc 0 04 LL. �q 0 r- rl) U) 08 0, + 2 ui 0 LL a D m z a_ z LL- Date: DEC 14, 2012 Drawn By. SL Checked BYCR Sheet LS1 02 V� W11 14D ej CD BUCKING HORSE BOUNDARY EXISTING STREET LIGHT .... .. ...................... R.O.W. (BACK OF SIDEWALK) r'OKALAHMITY rPMrr' LOT LINE L-i BARRICADE 2) LLJ LLJ 0 C) LLJ Q-� ul 00h 000 z c 0 to C; 0Z r 04 V) 0 C N LLJ _j 0 00 LLJ r- 0 h ;i M C 0 LL. zi 0 v; 8 8 c> 2 CL LLJ Cn cl� 0 0 C) z 5 IL W a Date: DEC 14, 2012 Drawn By. SL Checked By. CR Sheet LS1 03 V' CQ pkm MATCH 102 — MATCH 104 2 C a UUILUI (; SITE LEGEND: STANDARD GRAY CONCRETE— EASEMENT 4" THICKNESS „gin mmWMN 1,000 FT WATER TREATMENT --ISTANDARD GRAY CONCRETE FACILITY BUFFER 6" THICKNESS FUTURE CITY PARK AREA FLAGSTONE SOLAR ORIENTED LOT CRUSHER FINES PROPOSED STREET LIGHT BUCKING HORSE BOUNDARY • EXISTING STREET LIGHT R.O.W. (BACK OF SIDEWALK) 0 COMMUNITY FENCE —LOT LINE BARRICADE 101 102 A 103 03 —on KEY MAP PEDESTRIAN TRAIL NNsN At! Na 50' 0 25' 50' 100, NORTH B-97 - 265 1 LLJ LLJ 0 C) Ld Ir I 0 C4 (o C*4 Lr) V) C) 0 coo z o ul C;<L) CF) r a C14 04 V) 0 _J 0 0 Uj M 0 O C*4 0 z 0 < z z LLJ LLJ V) a 0 00-1 LLI o U) LLJ 0 z \10, ILL. U mD Date: DEC 14, 2012 Drawn By. SL Checked IBYCR Sheet LS1 04 w Q 0 z w 0 0 w w aG 0 O N N _ 7 N00 Vcoo r..., 1 z rn O QU� N (14 V) 2.0 (V .JOOp ILJ t U r� m C m O O n r7 N O � r N h N N E + W p O N $ N Cs 2 MCs $ 2�� � F Z a CD W Z F' J N LL Z W V W 3 0 0 � z } Y V U Z � a Z m z J F— W O LLJ z U- Date: DEC 14, 2012 Drawn By. Kf Checked By. CR Sheet LS401 SITE LEGEND: NIMISTANDARD GRAY CONCRETE- FUTURE CITY PARK AREA 4" THICKNESS - -9--Q— FENCE STANDARD GRAY CONCRETE- 6" THICKNESS PROPOSED STREET LIGHT r^-7 FLAGSTONE EXISTING STREET LIGHT CRUSHER FINES TRASH ENCLOSURE .. BUCKING HORSE BOUNDARY QQ PICNIC TABLES R.O.W. (BACK OF SIDEWALK) <00 BENCH LOT LINE o TRASH/RECYCLING RECEPTACLE EASEMENT BIKE RACK 1,000 FT WATER TREATMENT FACILITY BUFFER 20' 0 10' 20' 40' NORTH / x ENTRY SIGN ' ENTRANCE GATE BIKE PARKING (4) , SILV I� `6':. II -, ' II . I Q• ASPHALT PAVEMENT C *411 PARKING FOR WORKING FARM Q' PA \Ah \ \ TO BE SHARED WITH FUTURE PUBLIC NEIGHBORHOOD PARK I :. � / TRASH ENCLOSURE p PARKING AREA e LP502 ia \ PARKING AREA (35)10'x20 SPACES I AC�HANDICAP2 1O'x2O' I° MANURE BIN (CONCRETE) \ ACCESSIBLE I ° , !► j '` \Oh ? — HAY STORAGE ► QUO . • PA ° \ ° aw h v pq \ BARN ° EXTRA PEN N. '4 ; ° 14 ` PA 4 : COWS r • �• °• '% � STANDARD COMMUNITY FENCE G pq ° a ♦ LP501 • • xQ 4 ^ �Q Qh ° PA ° CONCRETE PAVEMENT L S01 V, s. ACCESS ROAD �• �`L ° • ° e PA \Q, STANDA COMMUNITY FENCE. 6' PA • d GOATS a;. LP50 ,° Q , \ ° \ \ } ;; .,: :< , SHEEP �. ,:. ° �Q/ •1 0 WALL s; PA ............. ° CHICKENS Oh Q • PA FENCE FA \PICNIC AREA S TURKEYS a 0 / �!\�. �:: `�` ° * A ° •� ° - QUCK POND • p PIGS ° , 1 A t5 SHELTER �,x tioG ;p p soh S ` I C FURNITURE SCHEDULE y�F .� • .. �' / LS503 `&- / C MILES HOUSE`AVENUE FENCE. PA TRACT C ' STANDARD COMMUNITY FENCE / / / / 9 T 2 6 5 1 W Q 0 z w 0 u w O F„ N _ w N on UN0000 QQOtn C N Cc Cn O N 4.�ItW IiltUX m C 20 N M 0 vi H (n N �� F82. + F pp 8 2 a 2 N ui CD 2 ~ Z 4Z i z J a CL W CO) LLJ W 2 CL C/) Q O o LL > = Z 0 Q z Y Lj- D m Date: DEC 14, 2012 Drawn By. SL Checked By: CR Sheet LS402