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HomeMy WebLinkAboutEAST OAK TOWNHOMES - FDP240009 - SUBMITTAL DOCUMENTS - ROUND 1 - Site, Landscape & Elevations PlansSITE PLAN NOTES: 1.THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE PLANS. 2.REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS. 3.REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION. 4.ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING VENTS SHALL BE SCREENED OR PAINTED TO MATCH SURROUNDING BUILDING SURFACES. 5.ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS. 6.REFER TO LAND USE CHART FOR MODIFICATIONS. 7.ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION. 8.SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVED BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS A SPECIFIC VARIANCE IS GRANTED BY THE CITY. 9.FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM. 10.ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED. 11.ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSIBLE PARKING SPACES. ACCESSIBLE PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE. 12.COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY A PROPERTY OWNER OF THE COMMON AREA. THE PROPERTY OWNER IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS. 13.DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH CITY STANDARDS. UNLESS OTHERWISE AGREED TO BY THE CITY WITH THE FINAL PLANS, ALL ONGOING MAINTENANCE OF SUCH AREAS IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER. 14.THE PROPERTY OWNER IS RESPONSIBLE FOR SNOW REMOVAL ON ALL STREET SIDEWALKS ADJACENT TO EACH UNIT/APARTMENT BUILDING. 15.PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVE COVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCED HAVING THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK YARDS), ODOR-CONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS. 16.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 17.FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY. 18.PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF EIGHT INCH NUMERALS (UNLESS DISTANCE FROM THE STREET OR OTHER FACTORS DICTATE LARGER NUMBERS) ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. GENERAL LAND USE DATA EXISTING ZONING NCB (NEIGHBORHOOD CONSERVATION BUFFER) AND D (DOWNTOWN) PROPOSED ZONING NCB PER INTERPRETATION 01-24 TOTAL PLATTED AREA 20,965 SF (0.48 AC) EXISTING LAND USE PLACE OF WORSHIP PROPOSED LAND USE RESIDENTIAL PROPOSED PROJECT LAND USE DATA PROPERTY LIMIT IMPROVEMENTS*SITE AREA (AC)SITE AREA (SF) BUILDING 0.295 12,850 CONCRETE/PAVERS - WALKS/PLAZAS/DRIVEWAY 0.138 6,015 LANDSCAPE AREA 0.048 2,100 RIGHT-OF-WAY IMPROVEMENTS LANDSCAPE AREA 0.089 3,920 CONCRETE WALKS 0.037 1,625 BUILDING DATA: PROPOSED BUILDING HEIGHT (Downtown Zone): 44'-0" BUILDING HEIGHT (NCB Zone): 44'-0" NAME STATUS AREA(GROSS)FAR USE BUILDING NEW 31,512.40 SF 1.50 RESIDENTIAL TOTAL 1 BEDROOM UNITS = 2 TOTAL 2 BEDROOM UNITS = 9 TOTAL 3 BEDROOM UNITS =4 TOTAL UNITS 15 DENSITY CALCULATIONS GROSS DENSITY TOTAL DWELLING UNITS =15 TOTAL GROSS ACREAGE = 0.48 GROSS DENSITY = 31.25 DU/AC NET DENSITY TOTAL DWELLING UNITS = 15 TOTAL NET ACREAGE = 0.48 (OUTDOOR SPACE DOES NOT MEET REQUIREMENTS TO SUBTRACT) NET DENSITY = 31.25 DU/AC BIKE PARKING REQUIRED BIKE PARKING NO REQUIREMENT FOR SINGLE-FAMILY ATTACHED PROVIDED BIKE PARKING: GARAGES AND BASEMENTS WILL ACCOMMODATE BIKE PARKING APPROVED MODIFICATIONS 1.LOT STANDARDS 4.9(D)(5) Allowable Floor Area on Rear Half of Lots. The allowable floor area on the rear half of a lot shall not exceed thirty-three (33) percent of the area of the rear fifty (50) percent of the lot. Approved Modification: The allowable floor area on the rear half of a lot shall be permitted to exceed thirty-three (33) percent of the area of the rear fifty (50) percent of the lot. 4.9(D)(6)(a) Minimum lot width shall be forty (40) feet for each single-family and two-family dwelling Approved Modification: Minimum lot width shall be fifteen (15) feet. 4.9(D)(6)(b) Minimum front yard setback shall be fifteen (15) feet. Approved Modification: Lots shall have a four (4) inch setback. 2.SET BACKS AND WALL HEIGHT 4.9(D)(6)(d) Minimum side yard width shall be five (5) feet for all interior side yards. Whenever any portion of a wall or building exceeds eighteen (18) feet in height, such portion of the wall or building shall be set back from the interior side lot line an additional one (1) foot, beyond the minimum required, for each two (2) feet or fraction thereof of wall or building height that exceeds eighteen (18) feet in height. Minimum side yard width shall be fifteen (15) feet on the street side of any corner lot. (Building wall is 35'-0" on side property line which requires a 14'-0" setback) Approved Modification: Minimum interior side yard setback shall be 0'-0". Minimum street side side yard setback shall be 0'-6" 3.BUILDING HEIGHT 4.9(D)(6)(e) and 4.9(E)(1)(b)(1) Maximum building height shall be three (3) stories Approved Modification: stairwell enclosure that cover no more than 8.5 percent of the horizontal surface area of the roof. 4.BUILDING DESIGN 4.9(E)(1)(a)(4) A second floor shall not overhang the lower front or side exterior walls of a new or existing building. Approved Modification: There shall be no roof pitch 5.TOD AND PARKING 3.10.1(A), 3.2.2(K)(1)(a)(1) and 3.2.2(K)(1)(a)(1)(a) These standards apply to applications for development within the boundary of the TOD Overlay Zone. Minimum number of parking spaces per unit and demand mitigation strategy table. Approved Modification: The eastern portion of the property to be calculated for parking requirements per TOD overlay zone. VEHICLE PARKING REQUIRED RESIDENT VEHICLE PARKING PER TOD: 0.75 SPACE / 1 BEDROOM 1.5 SPACES 1 SPACE / 2 BEDROOM 9 SPACES 1.25 SPACE / 3 BEDROOM 5 SPACES TOTAL REQUIRED SPACES 16 SPACES PROVIDED RESIDENT VEHICLE PARKING: GARAGE PARKING 15 SPACES* SURFACE PARKING 1 SPACE TOTAL PROVIDED SPACES 16 SPACES *TANDEM GARAGE SPACES ARE NOT INCLUDED RIGHT-OF-WAY ENCROACHMENT A RIGHT-OF-WAY ENCROACHMENT PERMIT HAS BEEN REQUESTED FOR THE UNITS FRONTING PUBLIC RIGHT-OF-WAY. IN THE EVENT THAT THE PERMIT IS REVOKED THE ENTRY STAIRS WILL BE RECONFIGURED TO REMOVE THIS CONDITION. APPROVED ALTERNATIVE COMPLIANCE 4.3.5.2 Setback from Non-arterial Streets. The minimum setback of every residential building and of every detached accessory building that is incidental to the residential building shall be fifteen (15) feet from any public street right-of-way Option listed for SFA - A clearly defined building front facing the street with a covered front porch or stoop measuring at least four (4) feet by four (4) feet shall be provided on each ground floor single-family attached dwelling. N O R T H CONTEXT MAP SHEET INDEX G001 COVER SHEET LS101 SITE PLAN LS501 SITE DETAILS LS502 SITE DETAILS TR101 TREE PROTECTION & MITIGATION PLAN LP100 LANDSCAPE SCHEDULE & NOTES LP101 LANDSCAPE PLAN LP501 LANDSCAPE DETAILS IR 1 PRELIMINARY IRRIGATION PLAN IR 2 PRELIMINARY IRRIGATION PLAN IR 3 PRELIMINARY IRRIGATION DETAILS E100P SITE PHOTOMETRIC PLAN E200P CUT SHEETS A01 ELEVATIONS A02 ELEVATIONS A03 PERSPECTIVE VIEWS A04 PERSPECTIVE VIEWS W/O TREES A05 MCINTYRE HOUSE VIEWS A06 LUC 3.4.7 DIAGRAMS A07 NEIGHBORHOOD CONTEXT A08 NEIGHBORHOOD CONTEXT A09 NEIGHBORHOOD CONTEXT A10 SHADOW ANALYSIS A11 SHADOW ANALYSIS FINAL DEVELOPMENT PLANNING SET: EAST OAK TOWNHOMES ZONING MAP: DOWNTOWN AND NCB EAST OAK TOWNHOMES Sheet Sheet Name Checked By: Drawn By: Date: PM SL 06.26.2024 EA S T O A K TO W N H O M E S LIBRARY PARK COLLABORATIVE Final Development Plan G001 COVER SHEET LEGAL DESCRIPTION BEING A REPLAT OF LOTS 23 THRU 25, BLOCK 131, MAP OF THE TOWN OF FORT COLLINS SITUATE IN THE SOUTHWEST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. EAST OAK TOWNHOMES S S S S S S S S S S S W W W W W W W W W W W W W W W W S S S S S S S S S S S S EAST OAK STREET AL L E Y MA T T H E W S S T R E E T (R E A R Y A R D ) MCINTYRE HOUSEEXISTING PARKING SPACE FIRE RISER LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 T EXISTING 6' WOOD PRIVACY FENCE PA T I O S S S X X X X X X X X X X O O X X X EB SWO SWO SWO EXISTING FIRE HYDRANT TRACT A (F R O N T Y A R D ) 9'-0" PRIVATE ACCESS/UTILITY EASEMENT 5'-0" DRAINAGE & PRIVATE UTILITY EASEMENT 5'-0" DRAINAGE & PRIVATE UTILITY EASEMENT 5'-0" DRAINAGE & PRIVATE UTILITY EASEMENT 12'-0" UTILITY EASEMENT PA PA PA PA PA PAVER, TYP. CONCRETE STEP LS501 E BENCH, TYP. CAST-IN-PLACE CONCRETE LS501 F PAVERS LS501 D CONCRETE PAVEMENT LS501 A RECYCLING ENCLOSURE TRASH AND LS502 A FENCE 6' PRIVACY LS501 G PA PA PA PA PA PA PA PA PA PA RE S T R I P E O N S T R E E T P A R K I N G (+ 1 S P A C E ) PA CONCRETE PAVEMENT LS501 A CONCRETE EDGER, TYP. LS501 C FENCE 4' SCREEN LS501 H VEHICULAR GATE RE: ARCHITECTURE SHEETS MAN GATE RE: ARCHITECTURE SHEETS COURTYARD GATE RE: ARCHITECTURE SHEETS EXISTING ON STREET PARKING FENCE TO EXTEND OVER DRAIN PAN 1 SURFACE PARKING EV CAR CHARGER EX I S T I N G O N S T R E E T P A R K I N G 5' - 0 " 11 ' - 1 " 0'-6"0'-6" 0'-4" 0'-6" 0'-6" 4'-11"4'-1"11'-0" 1'-3" 4' - 0 " 20 ' - 1 " 1'-2" 8' - 0 " 28'-10" 25'-0" 12 ' - 0 " 5'-0" 3'-0"0'-10" 21'-1" MIN. 10 ' - 8 " 10'-4" 0'-4" 5'-0" 1'-9" 4' - 6 " 4'-6" 7' - 0 " 4' - 6 " 4'-0" 4'-6" 4' - 6 " 0'-7" 17 ' - 0 " 30 ' - 6 " 30 ' - 6 " 0'-4" 4'-0" 0'-4" 0'-4" 5'-4" 46'-1" 2'-8" 1'-0" 9' - 5 " 2'-0" 8' - 3 " 2'-0" 7' - 0 " 2'-2" 11 ' - 4 " 1'-0" 11 ' - 5 " 2'-2" 4' - 6 " 1'-0" 9' - 6 " 2'-0" 11 ' - 1 " 2'-0" 4' - 1 1 " 1'-0" 13 ' - 6 " 1'-0" 1'-0" 9' - 0 " 1'-0" 15'-5" 15'-0" 21'-0" 16'-0"5'-0" 11'-2" 5'-9" 8'-0"5'-0"8'-0"24'-0" 5' - 4 " 2'-6" 12'-3" SITE LEGEND: PROPERTY LINE EASEMENT LINE EXISTING TREE AND CRITICAL ROOT ZONE CONCRETE PAVEMENT 6" DEPTH, LIGHT BROOM FINISH COLOR: GREY PAVERS CONCRETE SEATING WALL CONCRETE LANDSCAPE EDGER PLANTING AREA 32 GALLON TRASH/RECYCLE ROLLING BIN STORAGE LOCATION 32 GALLON TRASH/RECYCLE ROLLING BIN STAGING (PICK UP DAY) LOCATION LIGHTED BOLLARD, REFER TO PHOTOMETRIC PLAN PA 0 5'10'10'20'N O R T H LS101 SITE PLAN Sheet Sheet Name Checked By: Drawn By: Date: PM SL 06.26.2024 EA S T O A K TO W N H O M E S LIBRARY PARK COLLABORATIVE Final Development Plan A B C E F D G H LS501 SITE DETAILS Sheet Sheet Name Checked By: Drawn By: Date: PM SL 06.26.2024 EA S T O A K TO W N H O M E S LIBRARY PARK COLLABORATIVE Final Development Plan A LS502 SITE DETAILS Sheet Sheet Name Checked By: Drawn By: Date: PM SL 06.26.2024 EA S T O A K TO W N H O M E S LIBRARY PARK COLLABORATIVE Final Development Plan S S S S S S S S S S S W W W W W W W W W W W W W W W W S S S S S S S S S S S S EAST OAK STREET AL L E Y MA T T H E W S S T R E E T (R E A R Y A R D ) MCINTYRE HOUSEEXISTING PARKING SPACE FIRE RISER LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 T EXISTING 6' WOOD PRIVACY FENCE PA T I O S S S X X X X X X X X X X O O X X X EB SWO SWO SWO EXISTING FIRE HYDRANT TRACT A (F R O N T Y A R D ) 9'-0" PRIVATE ACCESS/UTILITY EASEMENT 5'-0" DRAINAGE & PRIVATE UTILITY EASEMENT 5'-0" DRAINAGE & PRIVATE UTILITY EASEMENT 5'-0" DRAINAGE & PRIVATE UTILITY EASEMENT 12'-0" UTILITY EASEMENT 1 2 3 4 5 67891011 A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. TREE REMOVAL CHART MITIGATION # OR EMERALD ASH TREE SPECIES DIAMETER CONDITION ACTION APPRAISAL REQ'D NOTES BORER TREATMENT 1 HACKBERRY 24"FAIR +PROTECT 3 ON PROPERTY LINE NA 2 SWEDISH ASPEN 9"FAIR PROTECT 1.5 ON PROPERTY LINE NA 3 CHINKAPIN OAK 7"FAIR +PROTECT $2,187 CITY R.O.W. TREE NA 4 NORWAY MAPLE 19"POOR +PROTECT $2,523 CITY R.O.W. TREE NA 5 NORWAY MAPLE 23"FAIR PROTECT $6,175 CITY R.O.W. TREE NA 6 GREEN ASH 15"FAIR PROTECT $4,313 CITY R.O.W. TREE YES 7 GREEN ASH 16"FAIR PROTECT $4,838 CITY R.O.W. TREE YES 8 NORWAY MAPLE 21"POOR +REMOVE $3,178 CITY R.O.W. TREE NA 9 GREEN ASH 16"FAIR PROTECT $4,8383 CITY R.O.W. TREE NO 10 GREEN ASH 17"FAIR PROTECT $5,397 CITY R.O.W. TREE NO 11 GREEN ASH 15.5"FAIR - PROTECT $4,146 CITY R.O.W. TREE NO TOTAL MITIGATION TREES REQUIRED: 0 TOTAL MITIGATION TREES PROVIDED: 0 TOTAL APPRAISAL AMOUNT OWED:$3,178 TREE REMOVAL LEGEND: REMOVE EXISTING TREE TREE PROTECTION AND REMOVAL NOTES: 1.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 2.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: TREE DIAMETER AT BREAST HEIGHT (INCHES)AUGER DISTANCE FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 Over 19 15 3.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. PROTECT EXISTING TREE 0 5'10'10'20'N O R T H TR101 TREE PROTECTION & MITIGATION PLAN Sheet Sheet Name Checked By: Drawn By: Date: PM SL 06.26.2024 EA S T O A K TO W N H O M E S LIBRARY PARK COLLABORATIVE Final Development Plan WATER BUDGET CHART HYDROZONE AREA (SF)WATER NEED (GAL/SF)ANNUAL WATER USE (GAL) HIGH 0 SF 18 GAL/SF 0 GAL MODERATE 500 SF 14 GAL/SF 7,000 GAL LOW 1,320 SF 8 GAL/SF 10,560 GAL VERY LOW 3,580 3 GAL/SF 10,740 GAL TOTAL WATER USE = 28,300 GAL TOTAL LANDSCAPE AREA = 5,400 SF GALLONS PER S.F. = 5.2 GAL/SF GENERAL LANDSCAPE NOTES: 1.PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE – FREE OF ANY DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAF DENSITY AND SPREAD APPROPRIATE TO THE SPECIES AS DEFINED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS. ALL TREES SHALL BE BALL AND BURLAP OR EQUIVALENT. 2.IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB BEDS AND TREE AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. THE IRRIGATION PLAN MUST BE REVIEWED AND APPROVED BY THE CITY OF FORT COLLINS WATER UTILITIES DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL TURF AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC POP-UP IRRIGATION SYSTEM. ALL SHRUB BEDS AND TREES, INCLUDING IN NATIVE SEED AREAS, SHALL BE IRRIGATED WITH AN AUTOMATIC DRIP (TRICKLE) IRRIGATION SYSTEM, OR WITH AN ACCEPTABLE ALTERNATIVE APPROVED BY THE CITY WITH THE IRRIGATION PLANS. THE IRRIGATION SYSTEM SHALL BE ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL. IRRIGATION SYSTEMS TO BE TURNED OVER TO THE CITY PARKS DEPARTMENT FOR MAINTENANCE MUST BE APPROVED BY THE PARKS MANAGER AND MEET PARKS IRRIGATION STANDARDS. DESIGN REVIEW SHALL OCCUR DURING UTILITIES DEPARTMENT IRRIGATION REVIEW PRIOR TO THE ISSUANCE OF A BUILDING PERMIT AND CONSTRUCTION OBSERVATION AND INSPECTION BY PARKS SHALL BE INCORPORATED INTO THE CONSTRUCTION PROCESS. 3.TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRING REVEGETATION AND LANDSCAPING. 4.SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED IN ACCORDANCE WITH CITY CODE SECTION 12-132. 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 AMENDMENT 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 (1,000) SQUARE FEET OF LANDSCAPE AREA. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, A WRITTEN CERTIFICATION MUST BE SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BE PLANTED, HAVE BEEN THOROUGHLY LOOSENED AND THE SOIL AMENDED, CONSISTENT WITH THE REQUIREMENTS SET FORTH IN SECTION 12-132. 5.INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL PRACTICES IN A MANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND HEALTHY GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE EITHER INSTALLED OR THE INSTALLATION MUST BE SECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, OR ESCROW ACCOUNT FOR 125% OF THE VALUATION OF THE MATERIALS AND LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY BUILDING IN SUCH PHASE. 6.MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS, FENCES, WALLS AND OTHER LANDSCAPE ELEMENTS WITH THESE FINAL PLANS SHALL BE CONSIDERED AS ELEMENTS OF THE PROJECT IN THE SAME MANNER AS PARKING, BUILDING MATERIALS AND OTHER SITE DETAILS. THE APPLICANT, LANDOWNER OR SUCCESSORS IN INTEREST SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE REGULAR MAINTENANCE OF ALL LANDSCAPING ELEMENTS IN GOOD CONDITION. ALL LANDSCAPING SHALL BE MAINTAINED FREE FROM DISEASE, PESTS, WEEDS AND LITTER, AND ALL LANDSCAPE STRUCTURES SUCH AS FENCES AND WALLS SHALL BE REPAIRED AND REPLACED PERIODICALLY TO MAINTAIN A STRUCTURALLY SOUND CONDITION. 7.REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL BE PROMPTLY REPLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS. 8.THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES: 40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS 15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS 10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES 6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES. 4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES 4 FEET BETWEEN TREES AND GAS LINES 9.ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM THE EDGES OF DRIVEWAYS AND ALLEYS PER LUC 3.2.1(D)(2)(a). 10.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 24" SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENTS WITH THE EXCEPTION OF DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT LEAST 6' FROM GRADE. ANY FENCES WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN OPEN DESIGN. 11.THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO THAT THE PROPOSED GRADING, STORM DRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO NOT CONFLICT WITH NOR PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PLAN. 12.MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION -- AS REQUIRED BY SITE CONDITIONS OR PLANT AVAILABILITY. OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUST BE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT WITH THE QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED. ALL CHANGES OF PLANT SPECIES AND LOCATION MUST HAVE WRITTEN APPROVAL BY THE CITY PRIOR TO INSTALLATION. 13.ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES. 14.ALL TREES ALONG RIGHT-OF-WAY TO BE LIMBED AND MAINTAINED AT 14'-0" HEIGHT FOR PFA ACCESS. STREET TREE NOTES: 1.A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. 2.CONTACT THE CITY FORESTER TO INSPECT ALL STREET TREE PLANTINGS AT THE COMPLETION OF EACH PHASE OF THE DEVELOPMENT. ALL MUST BE INSTALLED AS SHOWN ON THE LANDSCAPE PLAN. APPROVAL OF STREET TREE PLANTING IS REQUIRED BEFORE FINAL APPROVAL OF EACH PHASE. 3.STREET LANDSCAPING, INCLUDING STREET TREES, SHALL BE SELECTED IN ACCORDANCE WITH ALL CITY CODES AND POLICIES. ALL TREE PRUNING AND REMOVAL WORKS SHALL BE PERFORMED BY A CITY OF FORT COLLINS LICENSED ARBORS WHERE REQUIRED BY CODE.STREET TREES SHALL BE SUPPLIED AND PLANTED BY THE DEVELOPER USING A QUALIFIED LANDSCAPE CONTRACTOR. 4.THE DEVELOPER SHALL REPLACE DEAD OR DYING STREET TREES AFTER PLANTING UNTIL FINAL MAINTENANCE INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS FORESTRY DIVISION. ALL STREET TREES IN THE PROJECT MUST BE ESTABLISHED, WITH AN APPROVED SPECIES AND OF ACCEPTABLE CONDITION PRIOR TO ACCEPTANCE. 5.SUBJECT TO APPROVAL BY THE CITY FORESTER -- STREET TREE LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE DRIVEWAY LOCATIONS, UTILITY SEPARATIONS BETWEEN TREES, STREET SIGNS AND STREET LIGHTS. STREET TREES TO BE CENTERED IN THE MIDDLE OF THE LOT TO THE EXTENT FEASIBLE. QUANTITIES SHOWN ON PLAN MUST BE INSTALLED UNLESS A REDUCTION IS APPROVED BY THE CITY TO MEET SEPARATION STANDARDS. SOIL AMENDMENT: 1.SOD AREAS: 4 C.Y. PER 1,000 S.F. OF COMPOST TILLED INTO 4" OF EXISTING SOIL. APPLY DIAMONIUM PHOSPHATE (18-46-0) AT ONE HUNDRED (100) POUNDS NITROGEN PER ACRE. SHRUB AND PLANTING BEDS - 4" OF COMPOST TILLED INTO 6" OF EXISTING SOIL. 2.ACCEPTABLE PRODUCT: CLASS I COMPOST. COMPOSTED MATERIAL SHALL CONSIST OF AGED ORGANIC MATTER, FREE OF WEED OR OTHER NOXIOUS PLANT SEEDS, LUMPS, STONES, OR OTHER FOREIGN CONTAMINANTS HARMFUL TO PLANT LIFE, AND HAVING THE FOLLOWING CHARACTERISTICS BASED ON A NUTRIENT TEST PERFORMED NO LONGER THAN 3 MONTHS PRIOR TO ITS INCORPORATION INTO THE PROJECT: A.ORGANIC MATTER: 25% MINIMUM. B.SALT CONTENT: 5.0 MMHOS/CM MAXIMUM C.PH: 7.5 MAXIMUM. D.CARBON TO NITROGEN RATIO OF 10:1 TO 20:1 3.2.1(D)(1)(C) FULL TREE STOCKING: REQUIRED: (within 50' of building) CANOPY TREES 30-40' EVERGREEN TREES 20-40' ORNAMENTAL TREES 20-40' BUILDING PERIMETER 881 lF 1 TREE / 40 LF 22 TREES REQUIRED PROVIDED: CANOPY TREES *11 (50% REQUIRED) EVERGREEN TREES 3 ORNAMENTAL TREES 9 TOTAL PROVIDED 23 *INCLUDES ALL TREES WITHIN 50' OF BUILDING ON/OFF SITE LANDSCAPE LEGEND: PROPERTY LINE EASEMENT LINE ORGANIC SHREDDED CEDAR WOOD 3" DEPTH, NO WEED BARRIER LANDSCAPE SCHEDULE QUANTITY SYMBOL BOTANIC NAME COMMON NAME SIZE HEIGHT SPREAD HYDROZONE DECIDUOUS TREE 1 ULMUS DAVIDIANA VAR. DISCOVERY ELM 2" CAL./B&B 30-40'30-40' JAPONICA 'DISCOVERY' ORNAMENTAL TREES 6 BETULA OCCIDENTALIS WESTERN RIVER BIRCH CLUMP 15-20'15-20'MODERATE 3 BETULA NIGRA 'CULLY'HERITAGE RIVER BIRCH CLUMP 30-40'20-30'MODERATE EVERGREEN TREES 2 JUNIPERUS SCOPULORUM COLORGREEN JUNIPER 6' HT. 16-20'8-12'VERY LOW 'COLOGREEN' DECIDUOUS SHRUBS 28 AMORPHA NANA DWARF LEADPLANT 5 GAL.2-4'2-4'LOW 6 PRUNUS BESSEYI PAWNEE BUTTES WESTERN 5 GAL. 1-2'5-6'LOW 'PAWNEE BUTTES'SAND CHERRY 4 RUBUS DELICIOSUS BOULDER RASPBERRY 5 GAL. 3-5'4-6'VERY LOW 4 RHUS TRILOBATA THREE-LEAF SUMAC 5 GAL.2-6'6'VERY LOW 5 SYMPHORICARPUS ALBUS WHITE SNOWBERRY 5 GAL.4-5'5-7'LOW EVERGREEN SHRUBS 3 JUNIPERUS HORIZONTALIS WILTON CARPET JUNIPER 5 GAL.4-6"6-10'VERY LOW 'WILTONI' 11 PICEA PUNGENS 'GLOBOSA'DWARF GLOBE SPRUCE 5 GAL.3-5'3-6'VERY LOW ORNAMENTAL GRASSES 123 BOUTELOUA GRACILIS BLOND AMBITION BLUE GRAMA 1 GAL.20-24"20-24"LOW 'BLOND AMBITION' 54 HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL.20-24"2-4'LOW PERENNIALS & VINES 42 AFR ARTEMISIA FRIGIDA FRINGED SAGE 1 GAL.12"12"VERY LOW 19 HESPERALOE PARVIFLORA RED YUCCA 5 GAL.3-4'24-30"VERY LOW 26 PLC PENSTEMON LINARIOIDES SILVERTON BLUE MAT PENSTEMON 1 GAL.8-12"12-16"VERY LOW SSP. COLORADOENSIS 'P014S' 57 SMU SPHAERALCEA MUNROANA ORANGE GLOBE MALLOW 1 GAL.24-36"12-24"VERY LOW 13 STE SEMPERVIVUM TECTORUM HEN AND CHICKS 1 GAL.6"12-24"VERY LOW 33 TDE TANACETUM DENSUM PARTRIDGE FEATHER 1 GAL.3-5"15-24"VERY LOW SSP. AMANI 38 ZGR ZINNIA GRANDIFLORA PRAIRIE ZINNIA 1 GAL.8-10"18"VERY LOW 'GOLD ON BLUE' COBBLE MULCH 2-4", 3" DEEP, WITH WEED BARRIER LP100 LANDSCAPE SCHEDULE & NOTES Sheet Sheet Name Checked By: Drawn By: Date: PM SL 06.26.2024 EA S T O A K TO W N H O M E S LIBRARY PARK COLLABORATIVE Final Development Plan S S S S S S S S S S S W W W W W W W W W W W W W W W W S S S S S S S S S S S S EAST OAK STREET AL L E Y MA T T H E W S S T R E E T (R E A R Y A R D ) MCINTYRE HOUSEEXISTING PARKING SPACE FIRE RISER LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 T EXISTING 6' WOOD PRIVACY FENCE PA T I O S S S X X X X X X X X X X O O X X X EB SWO SWO SWO EXISTING FIRE HYDRANT TRACT A (F R O N T Y A R D ) 9'-0" PRIVATE ACCESS/UTILITY EASEMENT 5'-0" DRAINAGE & PRIVATE UTILITY EASEMENT 5'-0" DRAINAGE & PRIVATE UTILITY EASEMENT 5'-0" DRAINAGE & PRIVATE UTILITY EASEMENT 12'-0" UTILITY EASEMENT 3 SMU 5 AFR3 SMU 5 ZGR5 SMU 2 STE3 TDE3 STE 11 PLC 3 SMU3 TDE 3 SMU 3 SMU 6 ZGR 8 ZGR 8 SMU 6 AFR 6 PLC 6 AFR 4 STE 4 SMU 6 ZGR 3 SMU 4 PLC 6 SMU 3 TDE 8 AFR 3 TDE 4 TDE 4 ZGR 3 STE 5 ZGR 7 SMU 5 PLC 6'-8" 6 AFR 6'-0" 4 SMU 6'-0" 6'-9" 6'-3" 10'-4" 6'-10" 4'-4" 5'-0" 4 ' - 7 " 5' - 1 0 " 4'-10" 4 ZGR 4' - 9 " 4' - 2 " 6' - 1 " 3'-9" 7'-8" 6' - 9 " 7'-1" 4' - 3 " 4' - 7 " 5 TDE 8 AFR 8 TDE 5 SMU 6 AFR 3 AFR 4 TDE 6'-2 " LANDSCAPE LEGEND: PROPERTY LINE EASEMENT LINE EXISTING TREE PLANTING BED ORGANIC SHREDDED CEDAR MULCH 3" DEPTH, NO WEED BARRIER COBBLE MULCH 2-4", 3" DEEP, WITH WEED BARRIER WESTERN RIVER BIRCH HERITAGE RIVER BIRCH COLOGREEN JUNIPER DWARF LEADPLANT RED YUCCA PAWNEE BUTTES WESTERN SANDCHERRY BOULDER RASPBERRY THREE-LEAF SUMAC WHITE SNOWBERRY WILTON CARPET JUNIPER DWARF GLOBE SPRUCE BLOND AMBITION BLUE GRAMA BLUE OATS GRASS AFR FRINGED SAGE PLC SILVERTON BLUE MAT PENSTEMON SMU ORANGE GLOBE MALLOW STE HEN AND CHICKS TDE PARTRIDGE FEATHER ZGR PRAIRIE ZINNIA 0 5'10'10'20'N O R T H LP101 LANDSCAPE PLAN Sheet Sheet Name Checked By: Drawn By: Date: PM SL 06.26.2024 EA S T O A K TO W N H O M E S LIBRARY PARK COLLABORATIVE Final Development Plan SCALE: ORGANIC MULCH 1 1/2" = 1'-0" ORGANIC MULCH - SEE PLANS FOR TYPE TILLED/AMENDED TOPSOIL PER SPECS/NOTES SUBGRADE 4" 6" NOTE: DO NOT INSTALL LANDSCAPE FABRIC UNDER MULCH EQ.EQ. 8" M I N . LIGHTLY SCARIFY SIDES OF ROOTBALL PLANT PIT BACKFILL 1 2 COMPOST/EX. SOIL MIXED PLANT PIT WIDTH TO BE 1.5X ROOTBALL WIDTH SUBGRADE MULCH PLANTS SHALL BE EQUAL DISTANCE APART (SEE PLANT SCHEDULE FOR WIDTH) SCALE:NTS DT-PLNT-PERN-ORNA 11 2 X ROOTBALL DIA. SCARIFY ALL SIDES 1/2 O.C. SPACING MIN. TO WALLS, CONC HEADER OR TREE TRUNKS PLANT PIT BACKFILL MATERIAL - 1 2 COMPOST/EX. SOIL MIXED MULCH SUBGRADE FS ℄ O F P L A N T P I T SCALE:NTS DT-PLNT-SHRBABC D E LP501 LANDSCAPE DETAILS Sheet Sheet Name Checked By: Drawn By: Date: PM SL 06.26.2024 EA S T O A K TO W N H O M E S LIBRARY PARK COLLABORATIVE Final Development Plan IRRIGATION METHODS HATCH DESCRIPTION AREA (S.F.) POINT SOURCE DRIP IRRIGATION 5,400 IRRIGATION LEGEND COPPER MAINLINE: TYPE K COPPER : 0.75" PVC MAINLINE: SCH40 PVC : 1" SLEEVING: CL200 PVC : 2xNOMINAL SIZE OF CONTAINED PIPE OR WIRE BUNDLE POINT OF CONNECTION/BACKFLOW PREVENTION A IRRIGATION CONTROLLER: RAIN BIRD ESP-ME3 POC Sheet Sheet Name Checked By: Drawn By: Date: REV.COMMENT DATE TG AL 06.26.2024 EA S T O A K TO W N H O M E S LIBRARY PARK COLLABORATIVE Final Development Plan The Irrigation Engineers 2727 Alan St. Ft. Collins, CO 80524 307.509.0238 www.IrrigationEngineers.com IR1 PRELIMINARY IRRIGATION PLAN NOT FO R C O N S T R U C T I O N PRELIM I N A R Y CITY OF FORT COLLINS NOTES 1.ANY FIELD ADJUSTMENT OR REDESIGN OF THIS IRRIGATION SYSTEM MUST CONFORM TO THE CITY OF FORT COLLINS IRRIGATION STANDARDS IN THE LAND USE CODE 3.2.1(J)(3). 2.CONTRACTOR INSTALLING THE SYSTEM MUST PROVIDE FCU AND THE OWNER WITH “AS-BUILT” DRAWINGS AFTER INSTALLATION IS COMPLETE, INCLUDING UPDATED CHARTS WITH EXISTING FIELD CONDITIONS. 3.THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE IRRIGATION SYSTEM OF 80 PSI, AT A MINIMUM DISCHARGE OF 12 GPM AT THE 3/4-INCH POINT-OF-CONNECTION. VERIFY PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION. 4.READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. 5.COORDINATE UTILITY LOCATES (“CALL BEFORE YOU DIG”) OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 6.DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES OR SPECIFICATIONS ARE DISCOVERED, BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER’S REPRESENTATIVE. 7.ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY, INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE. 8.TREE AND SHRUB LOCATIONS AS SHOWN ON LANDSCAPE PLANS TAKE PRECEDENCE OVER IRRIGATION EQUIPMENT LOCATIONS. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS AND ARCHITECTURAL FEATURES. 9.USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF CROSS TYPE FITTINGS IS NOT ALLOWED. 10.PROVIDE TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT: TWO (2) OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVES AND TWO (2) OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS, ADJUSTMENT AND REPAIR OF SPRINKLERS. 11.SELECT NOZZLES FOR SPRAYHEADS AND ROTORS WITH ARCS WHICH PROVIDE COMPLETE AND ADEQUATE COVERAGE WITH MINIMUM OVERSPRAY FOR THE SITE CONDITIONS. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF COVERAGE OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST PERFORMANCE. 12.INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES. 13.IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN THE IDENTICALLY SIZED SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. 14.WITHIN SIX (6) WEEKS OF THE INSTALLATION OF NEW LANDSCAPING, THE IRRIGATION SYSTEM INSTALLER SHALL RESET THE SMART CONTROLLERS TO THE NORMAL SEASONAL WATERING SCHEDULE. GENERAL NOTES 1.INSTALL SYSTEM TO IRRIGATE NEW LANDSCAPING. DRIP WILL IRRIGATE NEW TREE AND SHRUB PLANTINGS IN PLANTING BEDS. WATER SOURCE IS 3/4-INCH IRRIGATION METER. INSTALL IRRIGATION BACKFLOW IMMEDIATELY DOWNSTREAM OF METER. 2.CONTROL WILL BE VIA NEW IRRIGATION CONTROLLER WALL MOUNTED ADJACENT TO BACKFLOW. CONTROL WILL BE VIA TWO WIRE PATH. INSTALL DECODERS AND GROUNDING PER MANUFACTURER'S RECOMMENDATION. INSTALL CONTROL CABLE NOT ADJACENT TO MAINLINE IN CONDUIT. 3.WARRANTY IRRIGATION SYSTEM FOR ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OF WORK. 4.SLEEVING WILL BE INSTALLED BY THE IRRIGATION CONTRACTOR. SLEEVES ARE REQUIRED FOR BOTH PIPING AND CONTROL WIRING AT EACH HARDSCAPE CROSSING. SIZE SLEEVES TO BE TWICE THE SIZE OF THE PIPE OR WIRE BUNDLE THAT IS CARRIED IN SAID SLEEVE. 5.MAINLINE PIPE: a.USE SCHEDULE 40 NSF APPROVED RIGID PVC PIPE. b.USE SOLVENT WELD PIPE. c.USE SCHEDULE 40, TYPE 1, PVC SOLVENT WELD FITTINGS. USE PRIMER APPROVED BY THE PIPE MANUFACTURER. d.MAINLINE PIPE IS 1" NOMINAL SIZE UNLESS INDICATED OTHERWISE. e.CONDUCT A MAINLINE PRESSURE TEST AT AVAILABLE PRESSURE OVER ONE HOUR, ALLOWABLE PRESSURE DROP IS 5 PSI. f.MAINLINE PIPE TO BE BURIED WITH 24-INCHES OF COVER. 10. LATERAL PIPE: a.USE CLASS 200 SDR 21 NSF APPROVED RIGID PVC PIPE b.USE SOLVENT WELD PIPE. c.USE SCHEDULE 40, TYPE 1, PVC SOLVENT WELD FITTINGS. USE PRIMER APPROVED BY THE PIPE MANUFACTURER. d.MINIMUM LATERAL PIPE SIZE IS 1". SIZE PIPE AS INDICATED. ALL SECTIONS OF PIPE BETWEEN TWO IDENTICAL LABELS ARE THE SIZE OF SAID LABELS. e.FLEXIBLE POLYETHYLENE PIPE RATED FOR AT LEAST 100 PSI FOR ALL PIPE 1-1/2” AND SMALLER LATERAL PIPE CAN BE USED. USE PLASTIC TYPE PVC OR NYLON INSERT FITTINGS AND SADDLE TEES. f.SPRINKLER LATERAL PIPE TO BE BURIED WITH 14-INCHES OF COVER. 11. DRIP TUBING: a.USE U.V. RESISTANT POLYETHYLENE RATED FOR 60 PSI. b.USE COMPRESSION FITTINGS PER MANUFACTURER RECOMMENDATION. c.DRIP TUBING TO BE BURIED WITH 4-INCHES OF COVER. 13. COMPACT TRENCHES IN 6-INCH LIFTS TO 90% PROCTOR DENSITY. PUDDLING OF TRENCHES IS NOT ALLOWED. 14. PROVIDE TWO (2) OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVE. 15. FURNISH ACCURATE REPRODUCIBLE “AS-BUILT” DRAWINGS SHOWING FIELD CHANGES IN LAYOUT AND EQUIPMENT INSTALLATION. AS-BUILT DRAWINGS TO BE PLOTTED OUT FULL SCALE ALSO INCLUDE AN ELECTRONIC COPIES IN AUTOCAD AND ADOBE ACROBAT (PDF) FORMAT. 16. CLEAN UP ALL DEBRIS RELATED TO THE JOB, AND LEAVE THE SITE IN A CLEAN TIDY CONDITION. 17. TEST AND DEMONSTRATE TO THE OWNER'S REPRESENTATIVE THE SATISFACTORY OPERATION OF THE SYSTEM. 3 4 5 678910 X X X X X X X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C O 漬漬漬漬漬漬漬 O 漬漬 漬 漬 漬 漬 漬 O 漬漬 漬 漬 漬 漬 漬 O 漬漬 漬 漬 漬 漬 漬 O 漬漬 漬 漬 漬 漬 漬 O 漬漬 漬 漬 漬 漬 漬 O 漬漬 漬 漬 漬 漬 漬 O 漬 漬 漬 漬 漬 漬 漬 O 漬 漬 漬 漬 漬 漬 漬 O 漬 漬 漬 漬 漬 漬 漬 O 漬 漬 漬 漬 漬 漬 漬 U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U S S C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C U U U U U U U U U U U U U U U U U U U U U SWO SWO SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X X X X X X W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C O 漬漬漬漬漬漬漬 O 漬漬 漬 漬 漬 漬 漬 O 漬漬 漬 漬 漬 漬 漬 O 漬漬 漬 漬 漬 漬 漬 O 漬漬 漬 漬 漬 漬 漬 O 漬漬 漬 漬 漬 漬 漬 O 漬漬 漬 漬 漬 漬 漬 O 漬 漬 漬 漬 漬 漬 漬 O 漬 漬 漬 漬 漬 漬 漬 O 漬 漬 漬 漬 漬 漬 漬 O 漬 漬 漬 漬 漬 漬 漬 U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U S S C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C U U U U U U U U U U U U U U U U U U U U U SWO SWO A IRRIGATION SERVICE: 12 GPM @ 65 PSI. CONNECT TO 3/4-INCH IRRIGATION SERVICE LINE. COORDINATE EXACT BACKFLOW LOCATION WITH OWNER'S REPRESENTATIVE . WALL MOUNT IRRIGATION CONTROLLER ADJACENT TO BACKFLOW. COORDINATE POWER AND EXACT LOCATION WITH OWNER'S REPRESENTATIVE DRIP IRRIGATION TO PLANTING BEDS. IRRIGATION MAINLINE: 1-INCH SCH. 40 PVC EXTEND 3/4-INCH TYPE K COPPER MAINLINE TO BACKFLOW LOCATION 3/4-INCH IRRIGATION METER POC IRRIGATION METHODS HATCH DESCRIPTION AREA (S.F.) POINT SOURCE DRIP IRRIGATION 5,400 IRRIGATION LEGEND COPPER MAINLINE: TYPE K COPPER : 0.75" PVC MAINLINE: SCH40 PVC : 1" SLEEVING: CL200 PVC : 2xNOMINAL SIZE OF CONTAINED PIPE OR WIRE BUNDLE POINT OF CONNECTION/BACKFLOW PREVENTION A IRRIGATION CONTROLLER: RAIN BIRD ESP-ME3 POC Sheet Sheet Name Checked By: Drawn By: Date: REV.COMMENT DATE TG AL 06.26.2024 EA S T O A K TO W N H O M E S LIBRARY PARK COLLABORATIVE Final Development Plan The Irrigation Engineers 2727 Alan St. Ft. Collins, CO 80524 307.509.0238 www.IrrigationEngineers.com IR2 PRELIMINARY IRRIGATION PLANNOT FO R C O N S T R U C T I O N PRELIM I N A R Y NORTH010'20' Sheet Sheet Name Checked By: Drawn By: Date: REV.COMMENT DATE TG AL 06.26.2024 EA S T O A K TO W N H O M E S LIBRARY PARK COLLABORATIVE Final Development Plan The Irrigation Engineers 2727 Alan St. Ft. Collins, CO 80524 307.509.0238 www.IrrigationEngineers.com IR3 PRELIMINARY IRRIGATION DETAILS NOT FO R C O N S T R U C T I O N PRELIM I N A R Y NOTE: 1.FURNISH FITTINGS, PIPE AND BACKFLOW SIZED IDENTICALLY WITH NOMINAL IRRIGATION TAP SIZE. [J] [K] [L] [M] [N] [O] [P] [Q] [R] [S] [S] 4' MIN. COVER 12" MIN. [A] [G] [H] [E] [F] [D] [B][C] [I] [A]COPPER TEE WITH 3/4 -INCH RISER AND QUICK COUPLER [B]STANDARD IRRIGATION VALVE BOX [C]FINISH GRADE/TOP OF MULCH [D]6-INCH PVC CL 200 PIPE (LENGTH AS REQUIRED) [E]THREADED BRONZE GATE VALVE WITH SOLID WEDGE NON-RISING STEM [F]BRICK (1 OF 4) [G]COPPER MALE ADAPTER [H]TYPE K COPPER MAINLINE FROM WATER METER [I]TYPE K COPPER TO BACKFLOW [J]BACKFLOW PREVENTER ENCLOSURE: LE MEUR SINGLE SWING HINGE OR EQUAL [K]REDUCED PRESSURE BACKFLOW PREVENTION DEVICE WITH FULL PORT BRONZE BALL VALVES. SAME SIZE AS TAP [L]3/4 -INCH COPPER NIPPLE WITH CAP [M]CL200 PVC PIPE SLEEVE (1 OF 2) [N]OPTIONAL 4-INCH THICK CONCRETE PAD [O]FINISH GRADE/TOP OF MULCH [P]TYPE K COPPER PIPE (TYPICAL) (LENGTH AS REQUIRED) [Q]COPPER FEMALE ADAPTER [R]SCH 40 PVC MALE ADAPTER [S]PVC MAINLINE [T]COPPER PIPE FROM WINTERIZATION ASSEMBLY DECODER ID TAG STANDARD VALVE BOX WITH COVER: PENTEK OR EQUAL FINISH GRADE/TOP OF MULCH REMOTE CONTROL VALVE: 1-INCH RAIN BIRD PEB BRICK (1 OF 4) PVC MAINLINE PIPE PVC SCH 40 MALE ADAPTER 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL CONTROL CABLE FLOMEC QS 200 FLOW SENSOR. TIP 45 DEG. MIN. 10X PIPE DIAMETER MIN. 5X PIPE DIAMETER 10-INCH ROUND VALVE BOX 3" MIN. [I] [J] [A]DECODER [B]WATERPROOF CONNECTORS (4) [C]ID TAG [D]DRIP WYE STRAINER [E]REMOTE CONTROL VALVE: AS SHOWN IN LEGEND [F]FINISH GRADE [G]JUMBO VALVE BOX [H]SHC80 THREADED NIPPLE [I]SHC40 ELL [J]BRICK SUPPORTS (4) [K]3/4-INCH WASHED GRAVEL [L]MAINLINE [M]PE DRIP TUBING/PVC DRIP MANIFOLD [A][B] [C] [D] [E] [F] [G] [H] [K] [L] [M] NOTE: 1.MAXIMUM LENGHT OF 1 4" DISTRIBUTION TUBING IS 5-FEET 2.STAKE ENDS OF DISTRIBUTION TUBING ON UPHILL SIDE OF PLANT. [A]DECIDUOUS TREE (8 GPH) 4 x XB-20PC EMITTER WITH 1/4-INCH DISTRIBUTION TUBING [B]SHRUB (2 GPH): 2 x XB-10PC EMITTER WITH 1/4-INCH DISTRIBUTION TUBING [C]GRASS/GROUNDCOVER PLANTINGS (1 GPH): 1 x XB-10PC EMITTER WITH 1/4-INCH DISTRIBUTION TUBING [D]CONIFEROUS TREE (6 GPH): 3 x XB-20PC EMITTER WITH 1/4-INCH DISTRIBUTION TUBING [E]POLYETHYLENE DRIP LATERAL [A] [B] [C] [E] [D] [A]FINISH GRADE/TOP OF MULCH [B]6-INCH ROUND VALVE BOX WITH COVER [C]FLUSH PLUG WITH HOSE THREAD CAP [D]DRIP IRRIGATION LATERAL [E]3-INCHES MIN. OF 3/4-INCH GRAVEL [F]BRICK (1 OF 2) [A] [B] [C] [D] [E] [F] NOTE: 1. FURNISH FITTINGS AND PIPING SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. [A]FINISH GRADE/TOP OF MULCH [B]QUICK COUPLING VALVE: AS SHOWN IN LEGEND [C]VALVE BOX: 10-INCH ROUND [D]PVC SCH80 NIPPLE (LENGTH AS REQUIRED) [E]BRICK (1 OF 2) [F]PREFABRICATED SWING JOIN WITH O-RING (1-INCH SIZE) [G]SCH40 SERVICE TEE [H]PVC MAINLINE [I]2-INCH X 2-INCH REDWOOD STAKE WITH STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT INTO UNDISTURBED SOIL [A] [B] [C] [D] [E] [F] [G] [H] [I] 1 POINT OF CONNECTION/ BACKFLOW ASSEMBLY 2 MASTER VALVE/ FLOW SENSOR ASSEMBLY 4 DRIP REMOTE CONTROL VALVE ASSEMBLY 5 TYPICAL EMITTER PLACEMENT & SCHEDULE 6 DRIP FLUSH CAP ASSEMBLY 3 QUICK COUPLING VALVE ASSEMBLY K K J J H G F E 1 2 5 6 D C A B R Q P N M L K K J J H G F E 1 2 5 6 D C A B R Q P N M L X X X X SWO 101 W 102 W 103 W 104 W 105 W 106 W 107 W 108 W 105 E 104 E 103 E 102 E 101 E 106 E 107 E DW DW DW 0.2 0.1 0.0 0.0 6.0 0.5 8.8 1.0 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.2 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.1 2.7 10.2 1.7 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.9 2.1 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.4 3.1 0.9 0.1 0.0 0.0 0.0 0.0 0.0 0.2 10.8 2.0 0.1 0.0 0.0 0.0 0.0 0.1 0.4 1.5 0.4 0.1 0.0 0.0 0.0 0.1 0.9 1.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.6 8.2 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0 1.2 2.9 0.7 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.2 2.2 5.0 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.1 2.0 4.3 0.4 0.1 0.0 0.0 0.0 0.0 0.1 0.4 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 1.4 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.1 0.9 6.3 0.5 0.1 0.0 0.0 0.0 0.1 0.3 1.2 1.5 0.2 0.0 0.0 0.0 0.0 0.0 0.3 3.6 1.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.2 10.3 2.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.3 1.3 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.3 3.3 1.1 0.1 0.0 0.0 0.0 0.0 1.7 10.8 3.3 0.1 0.0 0.0 1.7 10.8 3.3 0.1 0.0 0.3 10.1 2.2 0.2 0.0 0.0 0.0 0.0 0.2 1.1 0.3 0.1 0.0 0.0 0.2 1.1 0.3 0.0 0.1 0.9 2.4 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.9 3.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.2 3.9 9.3 1.0 0.1 0.0 0.0 0.1 6.0 8.3 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 3.8 11.7 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.8 0.6 0.5 0.1 0.0 0.0 0.0 0.5 0.8 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 1.9 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Luminaire Schedule Symbol Qty Label Watts Lumens LLF Catalog BUG Rating 8 AA 5.1 509 0.900 BRT6-A1-730-U-T4-XX-BK B0-U0-G0 5 BB 9.9 684 0.900 EW3105-BK B1-U0-G0 Total Lumens 4,072 3,420 7,492 Color Temperature 3000K 3000K Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min fc at grade Illuminance Fc 0.66 11.7 0.0 N.A.N.A. - P L O T D A T E B C D ISSUE DATE: PROJECT #: T - 970.430.5220 401 LINDEN STREET, SUITE 2-221 FORT COLLINS, CO, 80524 © 2022 www.auworkshop.co 5 4 3 2 1 A T - 970.482.1827 221 E. OAK STREET, UNIT A FORT COLLINS, CO, 80524 www.davisdavisarch.com 11 / 1 4 / 2 0 2 3 1 1 : 3 9 : 2 5 A M FINAL DEVELOPMENT PLAN 2303 EAST OAK TOWNHOMES 220 E OAK STREET FORT COLLINS, CO LIBRARY PARK COLLABORATIVE LLC 06/26/2024 E100P SITE PHOTOMETRIC PLAN - P L O T D A T E B C D ISSUE DATE: PROJECT #: T - 970.430.5220 401 LINDEN STREET, SUITE 2-221 FORT COLLINS, CO, 80524 © 2022 www.auworkshop.co 5 4 3 2 1 A T - 970.482.1827 221 E. OAK STREET, UNIT A FORT COLLINS, CO, 80524 www.davisdavisarch.com 11 / 1 4 / 2 0 2 3 1 1 : 3 9 : 2 5 A M FINAL DEVELOPMENT PLAN 2303 EAST OAK TOWNHOMES 220 E OAK STREET FORT COLLINS, CO LIBRARY PARK COLLABORATIVE LLC 06/26/2024 E200P CUT SHEETS 1 SAND COLORED FIBER CEMENT PANEL SIDING 2 CARAMEL COLORED FIBER CEMENT PANEL SIDING 4 CHARCOAL BRICK W/ COMPLEMENTARY MORTAR 5 RED BRICK W/ COMPLEMENTARY MORTAR MATERIALS MATERIALS SOUTH ELEVATIONSOUTH ELEVATION EAST ELEVATIONEAST ELEVATION T.O.R. 44’-0" 3 T.O.P. 35’-0"6 METAL WALL PANEL (CHARCOAL) 7 METAL ROOF PANEL (CHARCOAL) 8 PAINTED STEEL RAILING (CHARCOAL) 9 CHARCOAL GREY SHADOW BOX PROTRUDES 3" FROM FIN- ISH WALL SURFACE, TYP FOR WINDOWS IN FIBER CEMENT 10 DARK GRAY WINDOWS & DOORS, 5" FRAME INSET 11 30" DEEP BALCONY CANTILEVERED OVER RIGHT-OF-WAY (REVOCABLE ENCROACHMENT PERMIT REQUIRED) 12 DARK GRAY PAINTED STEEL PLATE SIDING T.O.P. 24’-0" LEVEL 3 22’-0" T.O.P. 35’-0" LEVEL 2 11’-0" LEVEL 1 0’-0" 410 126 13 13 WEATHERING PLATE STEEL 14 PERFORATED WEATHERING PLATE STEEL 14 15 PAINTED STEEL GATE (CHARCOAL) 1531210 6 10 16 PAINTED FLASHING TO MATCH ADJACENT SIDING 77 17 FUTURE SOLAR ARRAY 17 T.O.R. 41’-0" 18 CARMEL COLORED FIBER CEMENT REVEAL 0'8'16'32' DD NCB 19 INSULATED ALUMINUM GARAGE DOOR (GRAY) 20 RECESSED 5' DEEP ENTRY PORCH 20 20 7 10 8 9 18 110 LEVEL 3 22’-0" T.O.P. 35’-0" LEVEL 2 11’-0" LEVEL 1 0’-0" 3 66 610 10 4 99 25 18 20 1 21 PROPOSED LOCATION FOR ADDRESS NUMBERS 21 21 ELEVATIONS ELEVATIONS A01A01 5 1 11 3 TERRACOTTA COLORED FIBER CEMENT PANEL SIDING 22 DARK GRAY PAINTED STEEL FLOWER BOX 22 23 TEMPERED GLASS 23 OVERALL 139' - 4" OVERALL 129' - 9" ALLEY MATHEWS STREET R.O.W. OAK STREET R.O.W. 1 2, 18 3 4 5 6, 7, 8, 9, 10, 11, 12, 15, 19, 22 13 14 EAST OAKEAST OAK TOWNHOMES • FORT COLLINS, COLORADO TOWNHOMES • FORT COLLINS, COLORADO FINAL DEVELOPMENT PLAN 06.26.24 1 2 3 4 5 6 7 8 9 10 12 13 11116 NORTH ELEVATIONNORTH ELEVATION WEST ELEVATIONWEST ELEVATION 10 1 SAND COLORED FIBER CEMENT PANEL SIDING 2 CARAMEL COLORED FIBER CEMENT PANEL SIDING 4 CHARCOAL BRICK W/ COMPLEMENTARY MORTAR 5 RED BRICK W/ COMPLEMENTARY MORTAR MATERIALS MATERIALS 6 METAL WALL PANEL (CHARCOAL) 7 METAL ROOF PANEL (CHARCOAL) 8 PAINTED STEEL RAILING (CHARCOAL) 9 CHARCOAL GREY SHADOW BOX PROTRUDES 2" FROM FIN- ISH WALL SURFACE, TYP FOR WINDOWS IN FIBER CEMENT 10 DARK GRAY WINDOWS & DOORS, 4" FRAME INSET 11 30" DEEP BALCONY CANTILEVERED OVER RIGHT-OF-WAY 12 DARK GRAY PAINTED STEEL PLATE SIDING 13 WEATHERING PLATE STEEL 14 PERFORATED WEATHERING PLATE STEEL 15 PAINTED STEEL GATE (CHARCOAL) 16 PAINTED FLASHING TO MATCH ADJACENT SIDING 17 FUTURE SOLAR ARRAY 18 CARMEL COLORED FIBER CEMENT REVEAL 410 6 1 7 1121012 1 2 15 LEVEL 3 22’-0" T.O.P. 35’-0" LEVEL 2 11’-0" LEVEL 1 0’-0" T.O.R. 44’-0" T.O.R. 41’-0" T.O.P. 35’-0" LEVEL 3 22’-0" LEVEL 2 11’-0" LEVEL 1 0’-0" 610 LEVEL 2 11’-0" LEVEL 1 0’-0" T.O.P. 24’-0" T.O.R. 44’-0" T.O.P. 35’-0" LEVEL 3 22’-0" LEVEL 2 11’-0" LEVEL 1 0’-0" 19 INSULATED ALUMINUM GARAGE DOORS (GRAY) 19 4218110 610210 89 9 8 310201511 DDNCB DDNCB OVERALL 134' - 9" OVERALL 129' - 2"ELEVATIONS ELEVATIONS A02A02 9 3 TERRACOTTA COLORED FIBER CEMENT PANEL SIDING 20 DARK GRAY PAINTED STEEL FLOWER BOX 21 RECESSED 4'-0" DEEP DECK 22 BAY-WINDOW CANTILEVERS 18" 22 11 0'8'16'32' ALLEY OAK STREET R.O.W. MATHEWS STREET R.O.W.COURTYARD 1 2, 18 3 4 5 6, 7, 8, 9, 10, 11, 12, 15, 19, 22 13 14 EAST OAKEAST OAK TOWNHOMES • FORT COLLINS, COLORADO TOWNHOMES • FORT COLLINS, COLORADO FINAL DEVELOPMENT PLAN 06.26.24 TYPICAL OPENING DETAIL TYPICAL OPENING DETAIL OVERALL VIEW FROM SOUTHEASTOVERALL VIEW FROM SOUTHEASTVIEW FROM SOUTHEAST VIEW FROM SOUTHEAST VIEW FROM NORTHEAST VIEW FROM NORTHEAST VIEW FROM SOUTHWEST VIEW FROM SOUTHWEST DARK GRAY WINDOWS & DOORS, 5" FRAME INSET CHARCOAL GREY SHADOW BOX PROTRUDES FROM FINISH WALL SURFACE PERSPECTIVEPERSPECTIVE A03A03 VIEWS VIEWS EAST OAKEAST OAK TOWNHOMES • FORT COLLINS, COLORADO TOWNHOMES • FORT COLLINS, COLORADO FINAL DEVELOPMENT PLAN 06.26.24 OVERALL VIEW FROM SOUTHEASTOVERALL VIEW FROM SOUTHEASTVIEW FROM SOUTHEAST VIEW FROM SOUTHEAST VIEW FROM NORTHEAST VIEW FROM NORTHEAST VIEW FROM SOUTHWEST VIEW FROM SOUTHWEST PERSPECTIVEPERSPECTIVE A04A04W/O TREESW/O TREES VIEWSVIEWS EAST OAKEAST OAK TOWNHOMES • FORT COLLINS, COLORADO TOWNHOMES • FORT COLLINS, COLORADO FINAL DEVELOPMENT PLAN 06.26.24 VVVVVV PROPOSED RELATIONSHIPPROPOSED RELATIONSHIP VIEW FROM NORTHEAST VIEW FROM NORTHEAST MCINTYREMCINTYRE A05A05HOUSE VIEWSHOUSE VIEWS VIEW FROM NORTHEAST VIEW FROM NORTHEAST VIEW FROM SOUTHEAST VIEW FROM SOUTHEAST EXISTING MASSING RELATIONSHIPEXISTING MASSING RELATIONSHIP +/- 16' SEPARATION +/- 6'-6" SEPARATION CHAMFERED CORNER EAST OAKEAST OAK TOWNHOMES • FORT COLLINS, COLORADO TOWNHOMES • FORT COLLINS, COLORADO FINAL DEVELOPMENT PLAN 06.26.24 A06A06DIAGRAMSDIAGRAMS BUILDING MASSING 3.4.7, E, TABLE 1, ITEM 1 FENESTRATION 3.4.7, E, TABLE 1, ITEM 5 REFERENCE LINES 3.4.7, E, TABLE 1, ITEM 6 MCINTYRE EXISTING WINDOW MCINTYRE EXISTING 1/2 PAIRED WINDOW MCINTYRE EXISTING PAIRED WINDOW MCINTYRE EXISTING DOOR AND TRANSOM REFERENCE TO BUILDING HEIGHT PORCHES AND DOOR SILLS ALIGN WINDOW SILLS ALIGN TRANSOM SILLS/DOOR HEADS ALIGN PORCH ROOF/OVERHANG/TOP OF TRANSOMS ALIGN REFERENCE TO DECORATIVE ARCH entry doorentry doorentry door LUC 3.4.7LUC 3.4.7 EAST OAKEAST OAK TOWNHOMES • FORT COLLINS, COLORADO TOWNHOMES • FORT COLLINS, COLORADO FINAL DEVELOPMENT PLAN 06.26.24 NEIGHBORHOODNEIGHBORHOODA07A07 CONTEXT CONTEXT EXISTING FOUR STORY BUILDINGS IN VICINITY EXISTING THREE STORY BUILDINGS IN VICINITY SITE SHOWING EXISTING SITE SHOWING EXISTING THREE AND FOUR STORY THREE AND FOUR STORY BUILDINGS IN VICINITYBUILDINGS IN VICINITY EAST OAKEAST OAK TOWNHOMES • FORT COLLINS, COLORADO TOWNHOMES • FORT COLLINS, COLORADO FINAL DEVELOPMENT PLAN 06.26.24 NEIGHBORHOODNEIGHBORHOODA08A08CONTEXT CONTEXT A: 140 Oak C: 148 Remington D: 202 Remington E: 206 Remington NEIGHBORHOOD CONTEXT BUILDINGS B: 142 Remington F: 210 Oak EAST OAKEAST OAK TOWNHOMES • FORT COLLINS, COLORADO TOWNHOMES • FORT COLLINS, COLORADO FINAL DEVELOPMENT PLAN 06.26.24 NEIGHBORHOODNEIGHBORHOODA09A09 CONTEXT CONTEXT G: 215 Oak K: 221 Mountain L: 133 Mathews H: 221 Oak NEIGHBORHOOD CONTEXT BUILDINGS M: 137/143 Mathews J: 140 Mathews EAST OAKEAST OAK TOWNHOMES • FORT COLLINS, COLORADO TOWNHOMES • FORT COLLINS, COLORADO FINAL DEVELOPMENT PLAN 06.26.24 SHADOWSHADOW A10A10ANALYSIS ANALYSIS SPRING EQUINOX: EXISTING BUILDING 10 AM SPRING EQUINOX: PROPOSED BUILDING 10 AM SPRING EQUINOX: EXISTING BUILDING 12 PM SPRING EQUINOX: PROPOSED BUILDING 12 PM SPRING EQUINOX: EXISTING BUILDING 2 PM SPRING EQUINOX: PROPOSED BUILDING 2 PM FORT COLLINS LAND USE CODE_3.5.1 (G) ALTHOUGH THE PROPOSED BUILDING IS OVER 40 FEET IN HEIGHT, IT HAS BEEN PLACED FURTHER TO THE SOUTH THAN THE EXISTING BUILDINGS ON THE SITE. THE PROPOSED WEST WING OF THE BUILDING IS LOCATED TEN FEET FURTHER SOUTH THAN THE EAST BUILDING TO MINIMIZE THE SHADING IMPACT ON THE ADJACENT BUILD- ING TO THE NORTH. THROUGH THIS PLACEMENT AND OTH- ER MASSING TECHNIQUES, SUCH AS AN INTERIOR COURT- YARD, THE PROPOSED BUILDING WILL BE EQUAL TO OR BETTER THAN THE CURRENT CONDITIONS. SHADOW ANALYSIS REVEALS THAT THE SHADOWS CAST FROM THE PROPOSED BUILDING DO NOT PRECLUDE THE FUNCTIONAL USE OF SOLAR TECHNOLOGY. THE BUILD- ING DOES NOT CREATE A GLARE, NOR DOES IT SHADE THE WINDOWS OR GARDENS OF THE ADJACENT PROPERTIES FOR MORE THAN THREE MONTHS OF THE YEAR. GIVEN THE SETBACK OF THE BUILDINGS ON THE NORTH SIDE, THE PROPOSED BUILDING SHOULD NOT CONTRIBUTE TO THE ACCUMULATION OF SNOW AND ICE ON THE ADJACENT PROPERTY DURING THE WINTER. EAST OAKEAST OAK TOWNHOMES • FORT COLLINS, COLORADO TOWNHOMES • FORT COLLINS, COLORADO FINAL DEVELOPMENT PLAN 06.26.24 SHADOWSHADOW A11A11ANALYSIS ANALYSIS SPRING EQUINOX 10 AM SPRING EQUINOX 12 PM SPRING EQUINOX 2 PM SUMMER SOLSTICE 10 AM SUMMER SOLSTICE 12 PM SUMMER SOLSTICE 2 PM WINTER SOLSTICE 10 AM WINTER SOLSTICE 12 PM WINTER SOLSTICE 2 PM EAST OAKEAST OAK TOWNHOMES • FORT COLLINS, COLORADO TOWNHOMES • FORT COLLINS, COLORADO FINAL DEVELOPMENT PLAN 06.26.24