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Home My WebLink AboutCASTLE RIDGE GROUP HOME - FDP220013 - DOCUMENT MARKUPS - ROUND 2 - SITE PLAN (2)* CASTLE RIDGE GROUP HOME Director Signature PLANNING CERTIFICATE APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES OF THE CITY OF FORT COLLINS, COLORADO ON THIS ________ DAY OF ________, 20__. VICINITY / CONTEXT MAP OWNER (SIGNED)Date THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME WITNESS MY HAND AND OFFICIAL SEAL. NOTARY PUBLIC ADDRESS THIS DAY OF MY COMMISSION EXPIRES: AS . (PRINT NAME) 20 .A.D., BY THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNERS 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. OWNER'S CERTIFICATE SCALE: 1":500' SITE HARMONY RD LEMAY AVECOLLEGE AVE (287)MMN MEDIUM DENSITY MIXED USE NEIGHBORHOOD DISTRICT Lot 2, Castle Ridge at Miramount P.U.D., City of Ft. Collins, County of Larimer, State of Colorado. Containing 22,225 square feet or 0.510 acres, more or less. SHEET INDEX Sheet Number Sheet Title C COVER 1 UTILITY PLANS COVER SHEET 2 GRADING AND UTILITY PLAN A-1 A-3 NORTH ELEVATION RL LOW DENSITY RESIDENTIAL DISTRICT UE URBAN ESTATE HC HARMONY CORRIDOR A-4 SOUTH ELEVATION A-5 EAST ELEVATION WEST ELEVATION DWELLING UNIT QUANTITY TOTAL BEDROOMS GROUP HOME 1 16 PROJECT PARKING PROVIDED *REQUIRED PARKING STALLS 3 3 HANDICAP 1 1 TOTAL 3 3 BICYCLE PARKING PROVIDED REQUIRED BICYCLE SPACES 4 0 FLOOR AREA RATIO BUILDING AREA (SF)7,333 LOT AREA (SF)22,225 FLOOR AREA RATIO 0.33 DENSITY GROSS AND NET GROSS AREA 22,225 SF (.51 AC) TOTAL DWELLING UNITS 1 GROSS DENSITY 2 DU/AC EXISTING ZONING - LOW DENSITY RESIDENTIAL (RL) AREA COVERAGE GROSS AND NET AREA (SF)% BUILDING COVERAGE 7,333 32.99 DRIVES AND PARKING (EXCLUDES PUBLIC ROW)1,830 8.23 OPEN SPACE AND LANDSCAPE (EXCLUDES PUBLIC ROW)13,062 58.77 TOTAL GROSS COVERAGE 22,225.00 SF (0.51 AC)100.00 BUILDING HEIGHT MAXIMUM HEIGHT STORIES BUILDING 01 23'-2"1 LAND USE CHARTS NOTE: BUILDING COVERAGE INCLUDES PORCHES NOTES: *ASSUMES 3 EMPLOYEES ON A NORMAL MAJOR SHIFT (f) Group Homes: For each group home there shall be two (2) parking spaces for every three (3) employees, and in addition, one (1) parking space for each four (4) adult residents, unless residents are prohibited from owning or operating personal automobiles. RESIDENTS AT THIS FACILITY ARE PROHIBITED FROM OWNING OR OPERATING PERSONAL AUTOMOBILES. BICYCLE SPACES WILL BE LOCATED WITHIN THE SECURED COURTYARD SITE 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.A REASONABLE ACCOMMODATION REQUEST HAS BEEN APPROVED FOR LUC SECTION 3.8.6(A) AND SECTION 4.4(D) ALLOWING 16 RESIDENTS AND THE EXISTING FLOOR AREA SIZE AND LOT SIZE TO REMAIN. 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 OWNERS’ ASSOCIATION. THE PROPERTY OWNERS’ ASSOCIATION IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS. 13.THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ON ALL STREET SIDEWALKS ADJACENT TO EACH RESIDENTIAL LOT. 14.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), ODORCONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS. 15.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. 16.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 Revised November 12, 2015 3 LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY. 17.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 SIX-INCH NUMERALS 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. 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. 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 DEVELOPER SHALL ENSURE THAT THE FINAL LANDSCAPE PLAN IS 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.IRRIGATED TURF SHALL BE TEXAS BLUEGRASS/KENTUCKY BLUEGRASS HYBRID VORTEXT BY KORBY SOD LLC OR APPROVED EQUAL. 15.EDGING BETWEEN GRASS AND SHRUB BEDS SHALL BE 18" X 4" ROLLED TOP STEEL SET LEVEL WITH TOP OF SOD OR APPROVED EQUAL. GENERAL LANDSCAPE NOTES L1 L2 SITE AND PLANTING PLAN PLANTING DETAILS L3 TREE MITIGATION A-2 ARCHITECTURAL SITE DETAILS These squares will measure 1/4" when printed to scaleRevisions:Stephanie.CraftX@gmail.com2536 Romeldale Lane, Fort Collins, CO 80526CraftStudioPreliminary Not For Constructio n COVER SHEETCASTLE RIDGE GROUP HOME636 CASTLE RIDGE COURT, FORT COLLINS, COPDP / FDP21 September, 2022PROJECT DEVELOPMENT PLAN / FINAL DEVELOPMENT PLAN C OF 15A-6 EXTERIOR PERSPECTIVES A-7 EXTERIOR PERSPECTIVES A-0.1 ARCHITECTURAL SITE PLAN 3 UTILITY GENERAL NOTES 21-32 WORK@RAPTOR-CIVIL.COM WWW.RAPTOR-CIVIL.COM 720-774-7736 636 CASTLE RIDGE CT. DEVELOPMENTCIVIL CONSTRUCTION DRAWINGSCITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADOCASTLE RIDGE AT MIRAMONT P.U.D., LOT 2UTILITY PLANS FOR 636 CASTLE RIDGE CT DEVELOPMENT CIVIL CONSTRUCTION DRAWINGS LOCATED IN A PORTION OF THE SOUTHEAST QUARTER OF SECTION 1, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO CASTLE RIDGE AT MIRAMONT P.U.D., LOT 2 ADDRESS: 636 CASTLE RIDGE COURT, FORT COLLINS, CO, 80525 NOT FOR CONSTRUCTION REVISION BLOCK #DATE BY CIVIL ENGINEERING 1 08/10/2021 HWJ 2 01/19/2022 HWJ 3 02/09/2022 HWJ 4 07/05/2022 HWJ SHEET OF 03 SURVEY STATEMENT: RAPTOR CIVIL ENGINEERING RELIED ON THE LAND SURVEY PREPARED BY PATTERSON PARTNERS. RCE TAKES NO RESPONSIBILITY FOR ERRORS/OMISSIONS BY LAND SURVEYOR. BASIS OF BEARING NOTE: A.BEARINGS ARE BASED ON THE SOUTH LINE OF LOT 2, CASTLE RIDGE AT MIRAMONT P.U.D., AS BEARINGS S60°00'00''W ACCORDING TO THE SHOWN FOUND MONUMENTS ON THIS DRAWING AS SHOWN ON THE RECORD SUBDIVISION PLAT. B.EASEMENTS WERE TAKEN FROM THE RECORDED SUBDIVISION PLAT AND LEGAL DESCRIPTION WAS PROVIDED BY THE CLIENT AND NEITHER WERE RESEARCHED. C.DISTANCES SHOWN ARE IN U.S. SURVEY FEET. D.UTILITIES SHOWN WERE LOCATED IN THE FIELD BASED ON FOUND EVIDENCE AND UTILITY LOCATES. BENCHMARK NOTES: A.ELEVATIONS ARE BASED ON CITY OF FORT COLLINS BENCHMARK #4-96 WITH AN ELEVATION OF 4,939.14' (NAVD 1988) DATUM. 1 COVER SHEET VICINITY MAP: SHEET INDEX 1 COVER SHEET 2 GRADING & UTILITY PLANS COLLEGE AVE1000 -FT F O S S I L C R E E K P KW Y SITE FOSSIL CREEK PKWYE BOARDWA LK DR CA S T L E RI D G E C T ENGINEER'S QUANTITY ESTIMATE DESCRIPTION QUANTITY UNIT 4" DIP FIRE LATERAL 69 LF 4" WET TAP WITH THRUST BLOCK 1 EA 4" GATE VALVE WITH MECHANICAL JOINT RESTRAINTS 1 EA TOTAL FIRE FLOW REQUIRED FOR THIS SITE IS 1500 GPM MINIMUM AT 20 PSI RESIDUAL PRESSURE THIS FLOW MUST BE PROVIDED FROM A MINIMUM OF 1 FIRE HYDRANTS INDIVIDUALLY, EACH FIRE HYDRANT MUST SUPPLY 1750 GPM MINIMUM AT 20 PSI RESIDUAL PRESSURE CODE USED FOR ANALYSIS: 2021 IBC OCCUPANCY GROUP(S): R-4 CONSTRUCTION TYPE(S): V-B FIRE FLOW CALCULATION AREA: 9,346 SF *50% FIRE FLOW REDUCTION BY FIRE SPRINKLER SYSTEM CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED:_____________________________________________ __________________________________ CITY ENGINEER, _______________ APPROVED SHEETS DATE APPROVED:_____________________________________________ __________________________________ WATER & WASTEWATER UTILITY, _______________ APPROVED SHEETS DATE APPROVED:_____________________________________________ __________________________________ STORMWATER UTILITY, _______________ APPROVED SHEETS DATE APPROVED:_____________________________________________ __________________________________ PARK PLANNING AND DEVELOPMENT, _______________ APPROVED SHEETS DATE APPROVED:_____________________________________________ __________________________________ TRAFFIC OPERATIONS, _______________ APPROVED SHEETS DATE APPROVED:_____________________________________________ __________________________________ ENVIRONMENTAL PLANNER, _______________ APPROVED SHEETS DATE 1 ELEVATIONELEVATIONVERTICAL SCALE: 1"=2' HORIZONTAL SCALE: 1"=10' STATION FIRE LINE PROFILE 4928.00 4929.00 4930.00 4931.00 4932.00 4933.00 4934.00 4935.00 4936.00 4937.00 4938.00 4939.00 4940.00 4941.00 4942.00 4928.00 4929.00 4930.00 4931.00 4932.00 4933.00 4934.00 4935.00 4936.00 4937.00 4938.00 4939.00 4940.00 4941.00 4942.00 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+79 EXISTING GRADE 6' BURIAL DEPTH4" GATE VALVE WITH MECHANICAL RESTRAINTS 69 LF - 4" DIP FIRE MAIN INSIDE NON-SINGLE FAMILY RESIDENTIAL CONNECTION VERTICAL 90° BEND STA:0+71 ELEV:4933.21 4" WET TAP OF 8" WATER MAIN WITH THRUST BLOCK STA:0+10 ELEV:4930.28 DEPTH SHOWN AS APPROXIMATE ELEVATION CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTION EX. BUILDING EX. 8" PVC WATER MAIN EX. 8" PVC SANITARY SEWER MAIN STA:0+20 ELEV:4933.1818"PRIMARY VALVE 9.62 ' 9.6' 9.65 ' 9.57 ' 9.78 ' 9.71 ' 9.73 ' 9.94 ' 9.9'9.91 ' 8.6' 7.68 ' 8.73 ' 9.52 ' 9.61 ' 6.45 ' 9.72 ' 9.92 ' FF = 9 . 9 9 ' E E E ETTTTTTTTTTTTT TTT T T T TGGGGGGGGGGGGG GGGG G G G 7.71 ' 636 CASTLE RIDGE COURT EXISTING ONE STORY RESIDENCE TO REMAIN EX. SHRUBS TO BE REMOVED PROPOSED DRIVEWAY WIDENING 1.7' 15.0% 3.3% 1.0% PROP. 4" GATE VALVE WITH MECHANICAL JOINT RESTRAINTS PROP.69 LF - 4" DIP FIRE MAIN PROP. 4" WET TAP OF 8" WATER MAIN WITH THRUST BLOCK *CONTRACTOR TO FIELD VERIFY EXISTING MAIN SIZE IN FIELD EX. 33 LF - 6" WATER LINE TO FIRE HYDRANT TO REMAIN EX. 8" PVC WATER MAIN EX. COMMUNICATIONS LINE EX. ELECTRIC LINE EX. GAS LINE EX. GAS MAIN EX. 34" DOMESTIC WATER LINE TO REMAIN EX. A/C UNITS ZONE LOT LINE FIRE DEPARTMENT CONNECTION EX. FIRE HYDRANT TO REMAIN EX. FIRE HYDRANT GATE VALVE TO REMAIN 30.0' - MAI N T O PROPERTY LI N E ADA ACCESSIBLE PATH CASTLE R IDGE COURTPRIVATE STREETTRACT B OF CASTLE R IDGE AT M IRAMONTP.U .D . EX. 8" PVC SANITARY SEWER MAIN EX. SANITARY SEWER MANHOLE EX. DOMESTIC WATER LINE TO REMAIN EX. DOMESTIC WATER LINE TO REMAIN EX. DOMESTIC WATER SERVICE TAP #10969 EX. DOMESTIC WATER SERVICE TAP #10970 EX. SANITARY SEWER SERVICE LINE EX. SANITARY SEWER SERVICE LINE TO REMAIN ZONE LOT LINE ZONE LOT LINE 0+00 0+25 0+50 0+69 21-32 WORK@RAPTOR-CIVIL.COM WWW.RAPTOR-CIVIL.COM 720-774-7736 636 CASTLE RIDGE CT. DEVELOPMENTCIVIL CONSTRUCTION DRAWINGSCITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADOCASTLE RIDGE AT MIRAMONT P.U.D., LOT 2UTILITY PLANS FOR 636 CASTLE RIDGE CT DEVELOPMENT CIVIL CONSTRUCTION DRAWINGS LOCATED IN A PORTION OF THE SOUTHEAST QUARTER OF SECTION 1, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO CASTLE RIDGE AT MIRAMONT P.U.D., LOT 2 ADDRESS: 636 CASTLE RIDGE COURT, FORT COLLINS, CO, 80525 NOT FOR CONSTRUCTION REVISION BLOCK #DATE BY CIVIL ENGINEERING 1 08/10/2021 HWJ 2 01/19/2022 HWJ 3 02/09/2022 HWJ 4 07/05/2022 HWJ SHEET OF 03 2 GRADING & UTILITY PLAN 0'5'10'20' SCALE: 1"=10' GRADING NOTES: 1)NO ON-SITE GRADING PROPOSED AS PART OF THIS DEVELOPMENT. RCE HAS DETERMINED THAT EXISTING ADA PATH MEETS CURRENT ADA ACCESSIBILITY REQUIREMENTS. 2)IF CONTRACTOR REQUIRES GRADING CHANGES ON SITE, RCE SHALL BE INFORMED IMMEDIATELY AS ADDITIONAL PERMITS/PLANS MAY BE NECESSARY. FORT COLLINS-LOVELAND WATER DISTRICT & SOUTH FORT COLLINS SANITATION DISTRICT NOTES: 1)ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE PERFORMED ACCORDING TO THE FORT COLLINS-LOVELAND WATER DISTRICT AND THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARDS AND SPECIFICATIONS. 2)CONSTRUCTION OF WATER AND SEWER FACILITIES REQUIRE A PRECON MEETING WITH DISTRICT INSPECTION STAFF PRIOR TO CONSTRUCTION. 3)CONTRACTOR SHALL NOTIFY DISTRICT INSPECTORS PRIOR TO STARTING WORK. 4)CONTRACTOR SHALL CONTACT THE SANITATION DISTRICT INSPECTOR FOR SEWER INSPECTION 48 HOURS PRIOR TO CONNECTING TO EXISTING SEWER STUBS. 5)IF GROUNDWATER IS ENCOUNTERED WITHIN DEPTH OF SEWER CONSTRUCTION, MANHOLES MUST BE WATER-PROOFED. 6)CONTRACTOR SHALL CONTACT THE WATER DISTRICT FOR WATER INSPECTION 48 HOURS PRIOR TO CONNECTING TO EXISTING INFRASTRUCTURE. 7)ALL COMMERCIAL DOMESTIC SERVICES REQUIRE A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION DEVICE. 8)ALL WATER LINES SHALL BE A MINIMUM OF (5) FIVE FEET AND A MAXIMUM OF (6) SIX FEET BELOW FINAL GRADE. 9)ALL DISTRICT VALVES SHALL ONLY BE OPERATED BY DISTRICT OPERATIONS STAFF. 10)PIPE PRESSURE AND VACUUM TESTING SHALL BE WITNESSED BY DISTRICT INSPECTORS. WATERLINE BACTERIA TESTS SHALL ALSO BE TAKEN BY DISTRICT INSPECTORS. 11)ONCE THE SYSTEM IS OPERATIONAL AND ALL TESTS HAVE PASSED, CONTRACTOR SHALL REQUEST SUBSTANTIAL COMPLETION WITH A LETTER TO THE DISTRICT. 12)AS-BUILTS SHALL BE SUBMITTED IN PDF AND DWG TO THE DISTRICT FOR FINAL APPROVAL. 13)ONCE ALL PUNCH LIST ITEMS ARE COMPLETE, EASEMENTS ARE RECORDED, AND AS-BUILT FILES ARE APPROVED, THE CONTRACTOR SHALL REQUEST FINAL COMPLETION WITH A LETTER TO THE DISTRICT THAT INCLUDES THE DOLLAR VALUE OF THE WATER AND SEWER IMPROVEMENTS LISTED SEPARATELY. NORTH 2 21-32 WORK@RAPTOR-CIVIL.COM WWW.RAPTOR-CIVIL.COM 720-774-7736 636 CASTLE RIDGE CT. DEVELOPMENTCIVIL CONSTRUCTION DRAWINGSCITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADOCASTLE RIDGE AT MIRAMONT P.U.D., LOT 2UTILITY PLANS FOR 636 CASTLE RIDGE CT DEVELOPMENT CIVIL CONSTRUCTION DRAWINGS LOCATED IN A PORTION OF THE SOUTHEAST QUARTER OF SECTION 1, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO CASTLE RIDGE AT MIRAMONT P.U.D., LOT 2 ADDRESS: 636 CASTLE RIDGE COURT, FORT COLLINS, CO, 80525 NOT FOR CONSTRUCTION REVISION BLOCK #DATE BY CIVIL ENGINEERING 1 08/10/2021 HWJ 2 01/19/2022 HWJ 3 02/09/2022 HWJ 4 07/05/2022 HWJ SHEET OF 03 3 GENERAL NOTES 3 GENERAL NOTES: CITY OF FORT COLLINS AND LARIMER COUNTY: 1.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE LOCAL ENTITY. 2.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 3.THESE PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE VALID FOR A PERIOD OF THREE YEARS FROM THE DATE OF APPROVAL BY THE LOCAL ENTITY ENGINEER. USE OF THESE PLANS AFTER THE EXPIRATION DATE WILL REQUIRE A NEW REVIEW AND APPROVAL PROCESS BY THE LOCAL ENTITY PRIOR TO COMMENCEMENT OF ANY WORK SHOWN IN THESE PLANS. 4.THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO THE LOCAL ENTITY, AS BENEFICIARY OF SAID ENGINEER’S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE LOCAL ENTITY ENGINEER SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY THE LOCAL ENTITY, AND ITS OFFICERS AND EMPLOYEES, FROM AND AGAINST ALL LIABILITIES, CLAIMS, AND DEMANDS WHICH MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS. 5.ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER “DRY” UTILITY INSTALLATIONS, SHALL CONFORM TO THE LOCAL ENTITY STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENTITY ENGINEER. 6.THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE DEVELOPER SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. 7.THE ENGINEER SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-800-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH / IRRIGATION COMPANY) ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 8.THE DEVELOPER SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. 9.IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN MODIFICATION IS REQUIRED, THE DEVELOPER SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN MODIFICATION(S) MUST BE APPROVED BY THE LOCAL ENTITY PRIOR TO BEGINNING CONSTRUCTION. 10.THE DEVELOPER SHALL COORDINATE AND COOPERATE WITH THE LOCAL ENTITY, AND ALL UTILITY COMPANIES INVOLVED, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE DEVELOPER SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY COMPANIES. 11.NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE WATER SYSTEM UNTIL THE DEVELOPER NOTIFIES THE UTILITY PROVIDER. NOTIFICATION SHALL BE A MINIMUM OF 2 WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE WATER UTILITY PROVIDER, A PRE-CONSTRUCTION MEETING MAY BE REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK. 12.THE DEVELOPER SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER LINES AND DRY UTILITIES. 13.THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY. 14.A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES. 15.THE DEVELOPER SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, (303) 692-3590), THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN. 16.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER(S). 17.PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE LOCAL ENTITY, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BE SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT. 18.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR INJURIES SUSTAINED IN THIS DEVELOPMENT AS A RESULT OF GROUNDWATER SEEPAGE, WHETHER RESULTING FROM GROUNDWATER FLOODING, STRUCTURAL DAMAGE OR OTHER DAMAGE UNLESS SUCH DAMAGE OR INJURIES ARE SUSTAINED AS A RESULT OF THE LOCAL ENTITY FAILURE TO PROPERLY MAINTAIN ITS WATER, WASTEWATER, AND/OR STORM DRAINAGE FACILITIES IN THE DEVELOPMENT. 19.ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY (NAME OF THE STUDY AND DATE) BY (ENGINEERING FIRM) SHALL BE FOLLOWED AND IMPLEMENTED. 20.TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE EROSION CONTROL PLAN. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE DEVELOPER, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS IS STABILIZED WITH HARD SURFACE OR LANDSCAPING. 21.THE DEVELOPER SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN 24 HOURS BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS APPROVED BY THE LOCAL ENTITY STREET INSPECTOR. 22.NO WORK MAY COMMENCE WITHIN ANY IMPROVED OR UNIMPROVED PUBLIC RIGHT-OF-WAY UNTIL A RIGHT-OF-WAY PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED, IF APPLICABLE. 23.THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE DEVELOPER SHALL NOTIFY THE LOCAL ENTITY ENGINEERING INSPECTOR (FORT COLLINS - 221-6605) AND THE LOCAL ENTITY EROSION CONTROL INSPECTOR (FORT COLLINS – 221-6700) AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. IF THE LOCAL ENTITY ENGINEER IS NOT AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY HAS BEEN PROVIDED, THE DEVELOPER MAY COMMENCE WORK IN THE ENGINEER ABSENCE. HOWEVER, THE LOCAL ENTITY RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT TESTING REVEALS AN IMPROPER INSTALLATION. 24.THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS WITHIN THE PUBLIC RIGHTOF- WAY AFTER RIGHT OF WAY GRADING AND ALL UTILITY TRENCH WORK IS COMPLETE AND PRIOR TO THE PLACEMENT OF CURB, GUTTER, SIDEWALK AND PAVEMENT. IF THE FINAL SOILS/PAVEMENT DESIGN REPORT DOES NOT CORRESPOND WITH THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE DEVELOPER SHALL BE RESPONSIBLE FOR A RE-DESIGN OF THE SUBJECT PAVEMENT SECTION OR, THE DEVELOPER MAY USE THE LOCAL ENTITY’S DEFAULT PAVEMENT THICKNESS SECTION(S). REGARDLESS OF THE OPTION USED, ALL FINAL SOILS/PAVEMENT DESIGN REPORTS SHALL BE PREPARED BY A LICENSED PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE SUBMITTED TO THE INSPECTOR A MINIMUM OF 10 WORKING DAYS PRIOR TO PLACEMENT OF BASE AND ASPHALT. PLACEMENT OF CURB, GUTTER, SIDEWALK, BASE AND ASPHALT SHALL NOT OCCUR UNTIL THE LOCAL ENTITY ENGINEER APPROVES THE FINAL REPORT. 25.THE CONTRACTOR SHALL HIRE A LICENSED ENGINEER OR LAND SURVEYOR TO SURVEY THE CONSTRUCTED ELEVATIONS OF THE STREET SUBGRADE AND THE GUTTER FLOWLINE AT ALL INTERSECTIONS, INLETS, AND OTHER LOCATIONS REQUESTED BY THE LOCAL ENTITY INSPECTOR. THE ENGINEER OR SURVEYOR MUST CERTIFY IN A LETTER TO THE LOCAL ENTITY THAT THESE ELEVATIONS CONFORM TO THE APPROVED PLANS AND SPECIFICATIONS. ANY DEVIATIONS SHALL BE NOTED IN THE LETTER AND THEN RESOLVED WITH THE LOCAL ENTITY BEFORE INSTALLATION OF BASE COURSE OR ASPHALT WILL BE ALLOWED ON THE STREETS. 26.ALL UTILITY INSTALLATIONS WITHIN OR ACROSS THE ROADBED OF NEW RESIDENTIAL ROADS MUST BE COMPLETED PRIOR TO THE FINAL STAGES OF ROAD CONSTRUCTION. FOR THE PURPOSES OF THESE STANDARDS, ANY WORK EXCEPT C/G ABOVE THE SUBGRADE IS CONSIDERED FINAL STAGE WORK. ALL SERVICE LINES MUST BE STUBBED TO THE PROPERTY LINES AND MARKED SO AS TO REDUCE THE EXCAVATION NECESSARY FOR BUILDING CONNECTIONS. 27.PORTIONS OF LARIMER COUNTY ARE WITHIN OVERLAY DISTRICTS. THE LARIMER COUNTY FLOODPLAIN RESOLUTION SHOULD BE REFERRED TO FOR ADDITIONAL CRITERIA FOR ROADS WITHIN THESE DISTRICTS. 28.ALL ROAD CONSTRUCTION IN AREAS DESIGNATED AS WILD FIRE HAZARD AREAS SHALL BE DONE IN ACCORDANCE WITH THE CONSTRUCTION CRITERIA AS ESTABLISHED IN THE WILD FIRE HAZARD AREA MITIGATION REGULATIONS IN FORCE AT THE TIME OF FINAL PLAT APPROVAL. 29.PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE LOCAL ENTITY FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A PERMIT. 30.THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATING AND TRENCHING. 31.THE DEVELOPER SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD, TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY. (LOCAL ENTITY, COUNTY OR STATE), FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. 32.PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF ANY TYPE, THE CONTRACTOR SHALL CONTACT LOCAL ENTITY TRAFFIC OPERATIONS DEPARTMENT, WHO WILL TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; HOWEVER, IF THE CONTRACTOR MOVES THE TRAFFIC SIGN THEN THE CONTRACTOR WILL BE CHARGED FOR THE LABOR, MATERIALS AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED. 33.THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR THE INITIAL INSTALLATION OF TRAFFIC SIGNING AND STRIPING FOR THE DEVELOPMENT RELATED TO THE DEVELOPMENT’S LOCAL STREET OPERATIONS. IN ADDITION, THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR TRAFFIC SIGNING AND STRIPING RELATED TO DIRECTING TRAFFIC ACCESS TO AND FROM THE DEVELOPMENT. 34.THERE SHALL BE NO SITE CONSTRUCTION ACTIVITIES ON SATURDAYS, UNLESS SPECIFICALLY APPROVED BY THE LOCAL ENTITY ENGINEER, AND NO SITE CONSTRUCTION ACTIVITIES ON SUNDAYS OR HOLIDAYS, UNLESS THERE IS PRIOR WRITTEN APPROVAL BY THE LOCAL ENTITY. 35.THE DEVELOPER IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE. 36.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS-BUILT RECORD DRAWINGS. 37.THE DEVELOPER SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. 38.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE DEVELOPER SHALL CONTACT THE DESIGNER AND THE LOCAL ENTITY ENGINEER IMMEDIATELY. 39.THE DEVELOPER SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE LOCAL ENTITY’S INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD DRAWINGS TO THE LOCAL ENTITY ENGINEER. 40.THE DESIGNER SHALL PROVIDE, IN THIS LOCATION ON THE PLAN, THE LOCATION AND DESCRIPTION OF THE NEAREST SURVEY BENCHMARKS (2) FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THE INFORMATION SHALL BE AS FOLLOWS: BENCHMARKS—LOCAL ENTITY SURVEY. B.M.NUMBER #4-96, ELEV.= 4,939.14' (NAVD 1988). 41.ALL STATIONING IS BASED ON CENTERLINE/FLOWLINE (INSERT PROPER WORD) OF ROADWAYS UNLESS OTHERWISE NOTED. 42.DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS EXISTING FENCES, TREES, STREETS, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER’S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 43.WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE LOCAL ENTITY STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY-DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REQUIRED. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER AND/OR THE LOCAL ENTITY INSPECTOR AT THE TIME THE CUTS ARE MADE. 44.UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 45.STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL “T” INTERSECTIONS. 46.AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. 47.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND APPURTENANT IMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPES, FOR THE FOLLOWING PRIVATE STREETS: (LIST). 48.APPROVED VARIANCES ARE LISTED AS FOLLOWS: (PLAN SET MUST HAVE A LIST OF ALL APPLICABLE VARIANCES FOR THE PROJECT). SITE PLAN NOTES: 1.REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS. 2.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. 3.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. 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.[IF APPLICABLE -- INCLUDE LANGUAGE FOR ANY MODIFICATIONS AND CONDITIONS APPROVED WITH PDP/ODP]. 7.[IF APPLICABLE] ALL SINGLE FAMILY DETACHED HOMES SHALL MEET OR EXCEED THE GARAGE DOOR STANDARDS AS OUTLINED IN 3.5.2(E) OF THE LAND USE CODE. 8.[IF APPLICABLE] A MINIMUM OF (NUMBER TBD) HOUSING MODELS FOR THE SINGLE FAMILY HOMES SHALL BE REQUIRED. THESE HOUSING MODELS SHALL MEET OR EXCEED THE STANDARDS AS OUTLINED IN 3.5.2(C) OF THE LAND USE CODE. 9.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. 10.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. 11.FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM. 12.ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED. 13.ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSABLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSABLE PARKING SPACES. ACCESSABLE 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. 14.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 THE 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. 15.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. 16.THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ON ALL STREET SIDEWALKS ADJACENT TO EACH RESIDENTIAL LOT. 17.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), ODORCONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS. 18.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. 19.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. 20.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 SIX-INCH NUMERALS 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. WATERLINE NOTE: 1.THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY. FPWW WWWWWWWWWXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXX XXXXXXXX XXXXXXXXX EEEEEGGGGG G G G G G G G G G GGGGG G G WWWWWWWTTTTTTTTTTTT T TTT TTTTTEMG M 12" ASH TREE9" LINDEN2" ORNAMENTAL TREE6" LILAC TREE5" PINONUTILITY EASEMENT8' - 0"45° 38' 57"124.62'S E60° 00' 00"184.72'SW45° 43' 48"82.93'N W 50° 28' 41"42.90'NW60° 00' 00"188.65'NEUTILITY EASEMENT13' - 0"REAR SETBACK15' - 0"S ID E S E T B A C K5' - 0 "S ID E S E T B A C K5' - 0 "FRONT SETBACK20' - 0"EXISTING WINDOW WELLCONCRETE WALKCONCRETE DRIVE13' - 9"EXISTING AC UNITSPARKING SPACES FOR EMPLOYEES AND ACCESSIBLE PARKING SPACE16' - 1 9/16"19' - 0"8 ' - 2 7 /1 6 "8 ' - 0 "8 ' - 6 "8 ' - 0 "EXISTING ONE STORY RESIDENCE TO REMAIN13 ' - 4 1 5/16 "FENCING AND GATE TO SECURE COURYARD. GATE TO SWING OUTWARDS IN THE PATH OF EGRESS TRAVEL. GATE TO HAVE PANIC HARDWARE ON THE INTERIOR SIDE AND AN AUTOMATIC CLOSER.KNOX BOX FOR COURTYARD GATEKNOX BOXROOF OVERHANG6' X 6' TRELLIS SCREEN 6" INBOARD FROM FENCE IN FRONT OF EACH WINDOW15' - 0"EXISTING FENCE TO BE REPLACED WITH NEW 72" TALL WROUGHT IRON FENCE. SEE SHEET A2 FOR DETAILSEXISTING FENCE TO BE REPLACED WITH NEW 72" TALL WROUGHT IRON FENCE. SEE SHEET A2 FOR DETAILS3 ' - 6 3 /8 "***NOTE***AN INDUSTRIAL KITCHEN VENT FAN SHALL NOT BE PERMITTED ON THE OUTSIDE OF THE BUILDING***NOTE*** IF TRELLIS SCREENS ON THE NORTH SIDE OF THE BUILDING ARE NOT APPROVED BY THE HOME OWNERS ASSOCIATION, THEN THE APPLICANT WILL WORK WITH THE CITY ON A SUITABLE WINDOW ACCESSORYADDED CONDITIONED SPACE 210 SFEXTERIOR LIGHT FIXTURE TO BE REPLACEDEXTERIOR LIGHT FIXTURE TO BE REPLACEDEXTERIOR LIGHT FIXTURE TO BE REPLACEDEXTERIOR LIGHT FIXTURE TO BE REPLACEDEXTERIOR LIGHT FIXTURE TO BE REPLACEDEXTERIOR LIGHT FIXTURE TO BE REPLACEDEXTERIOR LIGHT FIXTURE TO BE REPLACEDEXISTING CONCRETEFENCEXEASEMENTPROPERTY LINESETBACKGAS LINEGWATER LINEWELECTRIC LINEETELEPHONE LINETGAS METERGMELECTRIC METEREMEXTERIOR WALL MOUNTED LIGHT FIXTURENOT FOR CONSTRUCTION111122223333444455556666777788889999101010101111111112121212131313131414141415151515A A A A B B B B C C C C D D D D E E E E F F F F G G G G H H H H I I I I J J J J 825 CRISMAN DRIVE #100 LONGMONT, CO 80501| PH 303.775.7406| F 303.658.9846| EMAIL MAIL@F9PRODUCTIONS.COMFFFF9999 PPPPRRRROOOODDDDUUUUCCCCTTTTIIIIOOOONNNNSSSS IIIINNNNCCCC....ARCHITECTURE | CONSTRUCTION | DEVELOPMENTTIME STAMPISSUE NUMBERK K K K 161616161717171718181818L L L L M M M M N N N N 8/29/2022 12:20:42 PM8/29/2022 12:20:42 PMA-0.1SITE PLANA-0.1636 Castle Ridge Ct.Fort Collins, Colorado 80525CASTLE RIDGE GROUP HOME2011250'SCALE : 1" = 10'-0"10'5'10'20'North1" = 10'-0"1SITE PLAN - NEWSITE PLAN LEGEND NOT FOR CONSTRUCTION111122223333444455556666777788889999101010101111111112121212131313131414141415151515A A A A B B B B C C C C D D D D E E E E F F F F G G G G H H H H I I I I J J J J 825 CRISMAN DRIVE #100 LONGMONT, CO 80501| PH 303.775.7406| F 303.658.9846| EMAIL MAIL@F9PRODUCTIONS.COMFFFF9999 PPPPRRRROOOODDDDUUUUCCCCTTTTIIIIOOOONNNNSSSS IIIINNNNCCCC....ARCHITECTURE | CONSTRUCTION | DEVELOPMENTTIME STAMPISSUE NUMBERK K K K 161616161717171718181818L L L L M M M M N N N N 8/29/2022 12:20:45 PM8/29/2022 12:20:45 PMA-1ARCHITECTURAL SITE DETAILSA-1636 Castle Ridge Ct.Fort Collins, Colorado 80525CASTLE RIDGE GROUP HOME201125COURTYARD GATE DETAILSU BIKE RACK DETAILSEXTERIOR LIGHT FIXTURE DETAILSTRELLIS DETAILSNEW EXTERIOR FENCE DETAILS MAIN T.O. SUBFLOOR4939' -11 7/8"MAIN T.O. SUBFLOOR4939' -11 7/8"MAIN T.O. PLATE4949' -1"MAIN T.O. PLATE4949' -1"T.O. FOUNDATION4939' -9 5/8"T.O. FOUNDATION4939' -9 5/8"B.O. GARAGE FNDN.4936' -3 7/8"B.O. GARAGE FNDN.4936' -3 7/8"B.O. GARAGE FOOTING4935' -5 7/8"B.O. GARAGE FOOTING4935' -5 7/8"MAIN T.O. UPPER PLATE4951' -1"10"3' - 5 3/4"2 1/4"9' - 1 1/8"2' - 0"10"3' - 5 3/4"2 1/4"9' - 1 1/8"MAIN T.O. SUBFLOOR4939' -11 7/8"MAIN T.O. SUBFLOOR4939' -11 7/8"MAIN T.O. PLATE4949' -1"T.O. FOUNDATION4939' -9 5/8"T.O. FOUNDATION4939' -9 5/8"B.O. GARAGE FNDN.4936' -3 7/8"B.O. GARAGE FNDN.4936' -3 7/8"B.O. GARAGE FOOTING4935' -5 7/8"B.O. GARAGE FOOTING4935' -5 7/8"MAIN T.O. UPPER PLATE4951' -1"NEW STUCCO TRIM TO MATCH EXISTING -COLOR TO MATCH EXISTING10"3' - 5 3/4"2 1/4"11' - 1 1/8"10"3' - 5 3/4"2 1/4"9' - 1 1/8"EXISTING ROOF TO REMAINNEW WINDOW STUCCO TRIM TO MATCH EXISTINGNEW STUCCO TRIM TO MATCH EXISTING -COLOR TO MATCH EXISTINGCBN14' - 0"4' - 0"17' - 3"7' - 6"2' - 0"5' - 0"3' - 2 1/4"ALL EXISTING EXTERIOR LIGHT FIXTURES TO BE REPLACEDSTUCCO3 COAT STUCCOCOLOR: TANRGB: 229, 206, 174CMU WALLPAINTED CMUCOLOR: LIGHT BROWN RGB: 191, 176, 155ROOF FASCIAPAINTED HARDIE TRIM BOARD 4/4 COLOR: GRAYRGB: 238, 238, 234WINDOW FRAMESVINYL CLADCOLOR: WHITERGB: 250, 250, 250ROOF SHINGLESASPHALT ARCHITECTURAL ROOF SHINGLESCOLOR: GREYRGB: 147, 151, 145ROOF SOFFITPAINTED HARDIE FIBER CEMENT SOFFITCOLOR: GRAYRGB: 238, 238, 234DOOR AND WINDOW TRIM1X6 STUCCO WRAPPEDCOLOR: LIGHT BROWN RGB: 191, 176, 155DOOR FRAMESWOOD CLADCOLOR: WHITERGB: 250, 250, 250GUTTER AND DOWNSPOUTPAINTED ALUMINUMCOLOR: GRAYRGB: 238, 238, 234GARAGE DOORPAINTCOLOR: BROWN RGB: 147, 128, 105***NOTE***ALL MATERIAL COLORS ARE TO MATCH EXISTING COLORS TO THE BEST OF THE CONTRACTOR'S ABILITYNOT FOR CONSTRUCTION111122223333444455556666777788889999101010101111111112121212131313131414141415151515A A A A B B B B C C C C D D D D E E E E F F F F G G G G H H H H I I I I J J J J 825 CRISMAN DRIVE #100 LONGMONT, CO 80501| PH 303.775.7406| F 303.658.9846| EMAIL MAIL@F9PRODUCTIONS.COMFFFF9999 PPPPRRRROOOODDDDUUUUCCCCTTTTIIIIOOOONNNNSSSS IIIINNNNCCCC....ARCHITECTURE | CONSTRUCTION | DEVELOPMENTTIME STAMPISSUE NUMBERK K K K 161616161717171718181818L L L L M M M M N N N N 8/29/2022 12:20:53 PM8/29/2022 12:20:53 PMA-2NORTH ELEVATIONA-2636 Castle Ridge Ct.Fort Collins, Colorado 80525CASTLE RIDGE GROUP HOME2011251/4" = 1'-0"1NORTH ELEVATION -EXISTING1/4" = 1'-0"2NORTH ELEVATION - NEWMATERIAL SWATCH LEGEND MAIN T.O. SUBFLOOR4939' -11 7/8"MAIN T.O. SUBFLOOR4939' -11 7/8"LOWER T.O. SLAB4930' -2 3/4"LOWER T.O. SLAB4930' -2 3/4"MAIN T.O. PLATE4949' -1"MAIN T.O. PLATE4949' -1"T.O. FOUNDATION4939' -9 5/8"T.O. FOUNDATION4939' -9 5/8"B.O. FOUNDATION4929' -10 3/4"B.O. FOUNDATION4929' -10 3/4"B.O. FOOTING4929' -0 3/4"B.O. FOOTING4929' -0 3/4"MAIN T.O. UPPER PLATE4951' -1"2' - 0"9' - 1 1/8"2 1/4"9' - 6 7/8"4"10"9' - 1 1/8"2 1/4"9' - 6 7/8"4"10"MAIN T.O. SUBFLOOR4939' -11 7/8"MAIN T.O. SUBFLOOR4939' -11 7/8"LOWER T.O. SLAB4930' -2 3/4"LOWER T.O. SLAB4930' -2 3/4"MAIN T.O. PLATE4949' -1"MAIN T.O. PLATE4949' -1"T.O. FOUNDATION4939' -9 5/8"T.O. FOUNDATION4939' -9 5/8"B.O. FOUNDATION4929' -10 3/4"B.O. FOUNDATION4929' -10 3/4"B.O. FOOTING4929' -0 3/4"B.O. FOOTING4929' -0 3/4"MAIN T.O. UPPER PLATE4951' -1"2' - 0"9' - 1 1/8"2 1/4"9' - 6 7/8"4"10"9' - 1 1/8"2 1/4"9' - 6 7/8"4"10"(EXISTING)(EXISTING)EXISTING ROOF TO REMAINEXISTING AC UNITSNEW WINDOW STUCCO TRIM TO MATCH EXISTINGHHHSTUCCO3 COAT STUCCOCOLOR: TANRGB: 229, 206, 174CMU WALLPAINTED CMUCOLOR: LIGHT BROWN RGB: 191, 176, 155ROOF FASCIAPAINTED HARDIE TRIM BOARD 4/4 COLOR: GRAYRGB: 238, 238, 234WINDOW FRAMESVINYL CLADCOLOR: WHITERGB: 250, 250, 250ROOF SHINGLESASPHALT ARCHITECTURAL ROOF SHINGLESCOLOR: GREYRGB: 147, 151, 145ROOF SOFFITPAINTED HARDIE FIBER CEMENT SOFFITCOLOR: GRAYRGB: 238, 238, 234DOOR AND WINDOW TRIM1X6 STUCCO WRAPPEDCOLOR: LIGHT BROWN RGB: 191, 176, 155DOOR FRAMESWOOD CLADCOLOR: WHITERGB: 250, 250, 250GUTTER AND DOWNSPOUTPAINTED ALUMINUMCOLOR: GRAYRGB: 238, 238, 234GARAGE DOORPAINTCOLOR: BROWN RGB: 147, 128, 105***NOTE***ALL MATERIAL COLORS ARE TO MATCH EXISTING COLORS TO THE BEST OF THE CONTRACTOR'S ABILITYNOT FOR CONSTRUCTION111122223333444455556666777788889999101010101111111112121212131313131414141415151515A A A A B B B B C C C C D D D D E E E E F F F F G G G G H H H H I I I I J J J J 825 CRISMAN DRIVE #100 LONGMONT, CO 80501| PH 303.775.7406| F 303.658.9846| EMAIL MAIL@F9PRODUCTIONS.COMFFFF9999 PPPPRRRROOOODDDDUUUUCCCCTTTTIIIIOOOONNNNSSSS IIIINNNNCCCC....ARCHITECTURE | CONSTRUCTION | DEVELOPMENTTIME STAMPISSUE NUMBERK K K K 161616161717171718181818L L L L M M M M N N N N 8/29/2022 12:21:00 PM8/29/2022 12:21:00 PMA-3SOUTH ELEVATIONA-3636 Castle Ridge Ct.Fort Collins, Colorado 80525CASTLE RIDGE GROUP HOME2011251/4" = 1'-0"1SOUTH ELEVATION - EXISTING1/4" = 1'-0"2SOUTH ELEVATION - NEWMATERIAL SWATCH LEGEND MAIN T.O. SUBFLOOR4939' -11 7/8"MAIN T.O. SUBFLOOR4939' -11 7/8"LOWER T.O. SLAB4930' -2 3/4"MAIN T.O. PLATE4949' -1"MAIN T.O. PLATE4949' -1"T.O. FOUNDATION4939' -9 5/8"T.O. FOUNDATION4939' -9 5/8"B.O. FOUNDATION4929' -10 3/4"B.O. FOOTING4929' -0 3/4"B.O. GARAGE FNDN.4936' -3 7/8"B.O. GARAGE FOOTING4935' -5 7/8"MAIN T.O. UPPER PLATE4951' -1"9' - 1 1/8"2 1/4"9' - 6 7/8"4"10"2' - 0"9' - 1 1/8"2 1/4"3' - 5 3/4"10"T.O. GARAGE FNDN.4939' -11 7/8"MAIN T.O. SUBFLOOR4939' -11 7/8"MAIN T.O. SUBFLOOR4939' -11 7/8"LOWER T.O. SLAB4930' -2 3/4"MAIN T.O. PLATE4949' -1"MAIN T.O. PLATE4949' -1"T.O. FOUNDATION4939' -9 5/8"T.O. FOUNDATION4939' -9 5/8"B.O. FOUNDATION4929' -10 3/4"B.O. FOOTING4929' -0 3/4"B.O. GARAGE FNDN.4936' -3 7/8"B.O. GARAGE FOOTING4935' -5 7/8"MAIN T.O. UPPER PLATE4951' -1"9' - 1 1/8"2 1/4"9' - 6 7/8"4"10"2' - 0"9' - 1 1/8"2 1/4"3' - 5 3/4"10"EXISTING ROOF TO REMAINNEW WINDOW STUCCO TRIM TO MATCH EXISTINGT.O. GARAGE FNDN.4939' -11 7/8"BC3080BBBNEW COLUMN TO MATCH EXISTINGALL EXTERIOR LIGHT FIXTURES TO BE REPLACEDSTUCCO3 COAT STUCCOCOLOR: TANRGB: 229, 206, 174CMU WALLPAINTED CMUCOLOR: LIGHT BROWN RGB: 191, 176, 155ROOF FASCIAPAINTED HARDIE TRIM BOARD 4/4 COLOR: GRAYRGB: 238, 238, 234WINDOW FRAMESVINYL CLADCOLOR: WHITERGB: 250, 250, 250ROOF SHINGLESASPHALT ARCHITECTURAL ROOF SHINGLESCOLOR: GREYRGB: 147, 151, 145ROOF SOFFITPAINTED HARDIE FIBER CEMENT SOFFITCOLOR: GRAYRGB: 238, 238, 234DOOR AND WINDOW TRIM1X6 STUCCO WRAPPEDCOLOR: LIGHT BROWN RGB: 191, 176, 155DOOR FRAMESWOOD CLADCOLOR: WHITERGB: 250, 250, 250GUTTER AND DOWNSPOUTPAINTED ALUMINUMCOLOR: GRAYRGB: 238, 238, 234GARAGE DOORPAINTCOLOR: BROWN RGB: 147, 128, 105***NOTE***ALL MATERIAL COLORS ARE TO MATCH EXISTING COLORS TO THE BEST OF THE CONTRACTOR'S ABILITYNOT FOR CONSTRUCTION111122223333444455556666777788889999101010101111111112121212131313131414141415151515A A A A B B B B C C C C D D D D E E E E F F F F G G G G H H H H I I I I J J J J 825 CRISMAN DRIVE #100 LONGMONT, CO 80501| PH 303.775.7406| F 303.658.9846| EMAIL MAIL@F9PRODUCTIONS.COMFFFF9999 PPPPRRRROOOODDDDUUUUCCCCTTTTIIIIOOOONNNNSSSS IIIINNNNCCCC....ARCHITECTURE | CONSTRUCTION | DEVELOPMENTTIME STAMPISSUE NUMBERK K K K 161616161717171718181818L L L L M M M M N N N N 8/29/2022 12:21:06 PM8/29/2022 12:21:06 PMA-4EAST ELEVATIONA-4636 Castle Ridge Ct.Fort Collins, Colorado 80525CASTLE RIDGE GROUP HOME2011251/4" = 1'-0"1EAST ELEVATION - EXISTING1/4" = 1'-0"2EAST ELEVATION - NEWMATERIAL SWATCH LEGEND MAIN T.O. SUBFLOOR4939' -11 7/8"MAIN T.O. SUBFLOOR4939' -11 7/8"LOWER T.O. SLAB4930' -2 3/4"MAIN T.O. PLATE4949' -1"MAIN T.O. PLATE4949' -1"T.O. FOUNDATION4939' -9 5/8"T.O. FOUNDATION4939' -9 5/8"B.O. FOUNDATION4929' -10 3/4"B.O. FOOTING4929' -0 3/4"B.O. GARAGE FNDN.4936' -3 7/8"B.O. GARAGE FNDN.4936' -3 7/8"B.O. GARAGE FOOTING4935' -5 7/8"B.O. GARAGE FOOTING4935' -5 7/8"MAIN T.O. UPPER PLATE4951' -1"9' - 1 1/8"2 1/4"3' - 5 3/4"10"5' - 3 1/8"4"10"2' - 0"9' - 1 1/8"2 1/4"3' - 5 3/4"10"T.O. GARAGE FNDN.4939' -11 7/8"T.O. GARAGE FNDN.4939' -11 7/8"MAIN T.O. SUBFLOOR4939' -11 7/8"MAIN T.O. SUBFLOOR4939' -11 7/8"LOWER T.O. SLAB4930' -2 3/4"MAIN T.O. PLATE4949' -1"MAIN T.O. PLATE4949' -1"T.O. FOUNDATION4939' -9 5/8"T.O. FOUNDATION4939' -9 5/8"B.O. FOUNDATION4929' -10 3/4"B.O. FOOTING4929' -0 3/4"B.O. GARAGE FNDN.4936' -3 7/8"B.O. GARAGE FNDN.4936' -3 7/8"B.O. GARAGE FOOTING4935' -5 7/8"B.O. GARAGE FOOTING4935' -5 7/8"MAIN T.O. UPPER PLATE4951' -1"2' - 0"9' - 1 1/8"2 1/4"3' - 5 3/4"10"9' - 1 1/8"2 1/4"3' - 5 3/4"10"5' - 3 1/8"4"10"(EXISTING)(EXISTING)(EXISTING)EXISTING ROOF TO REMAIN(EXISTING)(EXISTING)NEW WINDOW STUCCO TRIM TO MATCH EXISTINGNEW WINDOW SHUTTERS TO MATCH EXISTINGT.O. GARAGE FNDN.4939' -11 7/8"T.O. GARAGE FNDN.4939' -11 7/8"DDALL EXISTING EXTERIOR LIGHT FIXTURES TO BE REPLACEDSTUCCO3 COAT STUCCOCOLOR: TANRGB: 229, 206, 174CMU WALLPAINTED CMUCOLOR: LIGHT BROWN RGB: 191, 176, 155ROOF FASCIAPAINTED HARDIE TRIM BOARD 4/4 COLOR: GRAYRGB: 238, 238, 234WINDOW FRAMESVINYL CLADCOLOR: WHITERGB: 250, 250, 250ROOF SHINGLESASPHALT ARCHITECTURAL ROOF SHINGLESCOLOR: GREYRGB: 147, 151, 145ROOF SOFFITPAINTED HARDIE FIBER CEMENT SOFFITCOLOR: GRAYRGB: 238, 238, 234DOOR AND WINDOW TRIM1X6 STUCCO WRAPPEDCOLOR: LIGHT BROWN RGB: 191, 176, 155DOOR FRAMESWOOD CLADCOLOR: WHITERGB: 250, 250, 250GUTTER AND DOWNSPOUTPAINTED ALUMINUMCOLOR: GRAYRGB: 238, 238, 234GARAGE DOORPAINTCOLOR: BROWN RGB: 147, 128, 105***NOTE***ALL MATERIAL COLORS ARE TO MATCH EXISTING COLORS TO THE BEST OF THE CONTRACTOR'S ABILITYNOT FOR CONSTRUCTION111122223333444455556666777788889999101010101111111112121212131313131414141415151515A A A A B B B B C C C C D D D D E E E E F F F F G G G G H H H H I I I I J J J J 825 CRISMAN DRIVE #100 LONGMONT, CO 80501| PH 303.775.7406| F 303.658.9846| EMAIL MAIL@F9PRODUCTIONS.COMFFFF9999 PPPPRRRROOOODDDDUUUUCCCCTTTTIIIIOOOONNNNSSSS IIIINNNNCCCC....ARCHITECTURE | CONSTRUCTION | DEVELOPMENTTIME STAMPISSUE NUMBERK K K K 161616161717171718181818L L L L M M M M N N N N 8/29/2022 12:21:13 PM8/29/2022 12:21:13 PMA-5WEST ELEVATIONA-5636 Castle Ridge Ct.Fort Collins, Colorado 80525CASTLE RIDGE GROUP HOME2011251/4" = 1'-0"1WEST ELEVATION - EXISTING1/4" = 1'-0"2WEST ELEVATION - NEWMATERIAL SWATCH LEGEND NOT FOR CONSTRUCTION111122223333444455556666777788889999101010101111111112121212131313131414141415151515A A A A B B B B C C C C D D D D E E E E F F F F G G G G H H H H I I I I J J J J 825 CRISMAN DRIVE #100 LONGMONT, CO 80501| PH 303.775.7406| F 303.658.9846| EMAIL MAIL@F9PRODUCTIONS.COMFFFF9999 PPPPRRRROOOODDDDUUUUCCCCTTTTIIIIOOOONNNNSSSS IIIINNNNCCCC....ARCHITECTURE | CONSTRUCTION | DEVELOPMENTTIME STAMPISSUE NUMBERK K K K 161616161717171718181818L L L L M M M M N N N N 8/29/2022 12:21:19 PM8/29/2022 12:21:19 PMA-6EXTERIOR PERSPECTIVESA-6636 Castle Ridge Ct.Fort Collins, Colorado 80525CASTLE RIDGE GROUP HOME2011251EXTERIOR PERSPECTIVE - SOUTHWEST2EXTERIOR PERSPECTIVE - SOUTHEAST NOT FOR CONSTRUCTION111122223333444455556666777788889999101010101111111112121212131313131414141415151515A A A A B B B B C C C C D D D D E E E E F F F F G G G G H H H H I I I I J J J J 825 CRISMAN DRIVE #100 LONGMONT, CO 80501| PH 303.775.7406| F 303.658.9846| EMAIL MAIL@F9PRODUCTIONS.COMFFFF9999 PPPPRRRROOOODDDDUUUUCCCCTTTTIIIIOOOONNNNSSSS IIIINNNNCCCC....ARCHITECTURE | CONSTRUCTION | DEVELOPMENTTIME STAMPISSUE NUMBERK K K K 161616161717171718181818L L L L M M M M N N N N 8/29/2022 12:21:25 PM8/29/2022 12:21:25 PMA-7EXTERIOR PERSPECTIVESA-7636 Castle Ridge Ct.Fort Collins, Colorado 80525CASTLE RIDGE GROUP HOME2011251EXTERIOR PERSPECTIVE - NORTHEAST2EXTERIOR PERSPECTIVE - NORTHWEST WWWWWWWWWWWXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXE E E E E GGGGGGGGGGGGGGGGGGGGGWWWWWWWTTTTTTTTTTTTTTTTT T T TT 45° 38' 57"124.62'SE60° 00 ' 00 "184.72 'SW45° 43' 48"82.93'NW50° 28' 41"42.90'NW60° 00 ' 00 "188.65 'NEI r r iga t ion L ine 6'-6"8'-0"8'-6"8'-0" HC13'-10"CONCRETECONCRETE EDGER,LOCATION APPROXIMATESHORT TERM PARKINGSPACES, DO NOTCOUNT TOWARDSREQUIRED PARKINGEXISTINGSHRUBS ANDGRO-LOWJUNIPERSEXISTING MUGO PINESAND PERENNIALSEXISTING ROSESEXISTING CARPETJUNPEREXISTING SHRUBS, TYP.PRUNE JUNIPERS ANDARBORVITAE AS NEEDEDFOR DRIVEWAY1 - AGALL LANDSCAPE TOREMAIN AS-ISTRASH AND RECYCLINGBINS LOCATED WITHIN THEGARAGE ENCLOSURE(2) BICYCLE RACKMIN. 4 BICYCLESEXISTING ONE STORYRESIDENCE TO REMAIN6' X 6' TRELLIS SCREEN 6"INBOARD FROM FENCE INFRONT OF EACH WINDOW. SEENOTE #2 ON THIS SHEET3 - MC6 - AS10 - JSS5 - BA6 - BH5 - RG33'-6"GATE TO SWING OUTWARDS IN THE PATH OFEGRESS TRAVEL. GATE TO HAVE PANICHARDWARE ON THE INTERIOR SIDE AND ANAUTOMATIC CLOSER. FENCING AND GATE TOSECURE COURTYARDPARKING SPACES FOR EMPLOYEES16'-2"5'-0" SIDESETBACK15'-0" REAR SETBACK5'-0" SIDE SETBACKEXISTING AC UNITSEXISTING WINDOW WELLROOF OVERHANGEXISTING FENCE TO BE REPLACEDWITH NEW 72" FENCE. SEE SHEETA2 AND NOTE #2 ON THIS SHEETFOR DETAILSKNOX BOXKNOX BOX FORCOURTYARD GATE20'-0" FRONT SETBACKEXISTING FENCE TO BEREPLACED WITH NEW 72" FENCE.SEE SHEET A2 AND NOTE #2 ONTHIS SHEET FOR DETAILSEXISTINGCONCRETEDRIVECOVEREDPORCHCOVEREDPORCHCOVEREDPORCH6'-6"8'-0"8'-6"8'-0" HC19'-0"FIRE HYDRANTFIRE LANE SIGNAGE OR RED CURB-STRIPINGSHALL BE INSTALLED TO PREVENT PARKINGWITHIN 15' OF HYDRANTS ALONG ROADWAY8'-0" UTILITYEASEMENT13'-0" UTILITYEASEMENTEXISTING CONCRETEWALK TO REMAINEXISTING WATER LINES 45° 38' 57" E124.62'S 60 ° 00 ' 00 " W184.72 '20'-0"ENCLOSING 210 SFTHE THE COVEREDPORCHTRTTEXISTING JUNIPERSLONG TERM PARKING SPACES, DO NOTCOUNT TOWARDS REQUIRED PARKINGACCESSIBLE PARKING SPACETREESCODEQTYBOTANICAL / COMMON NAMECONTCALAG1ACER GRANDIDENTATUM / BIGTOOTH MAPLEB & B2"SHRUBSCODEQTYBOTANICAL / COMMON NAMESIZEAS6AGASTACHE RUPESTRIS `SUNSET` / SUNSET HYSSOP5 GALBA5BERBERIS THUNBERGII `ATROPURPUREA` / RED LEAF JAPANESE BARBERRY5 GALBH6BERBERIS THUNBERGII 'HELMOND PILLAR' / HELMOND PILLAR JAPANESE BARBERRY5 GALJSS10JUNIPERUS SCOPULORUM 'SKYROCKET' / SKYROCKET JUNIPER5 GALMC3MISCANTHUS CAPENSIS / SILVERGRASS5 GALRG35RUDBECKIA FULGIDA SULLIVANTII `GOLDSTURM` / BLACK-EYED SUSAN5 GALPLANT SCHEDULEEXISTING CONCRETEFENCEXEASEMENTPROPERTY LINESETBACKGAS LINEGWATER LINEWELECTRIC LINEETELEPHONE LINETGAS METERGMELECTRIC METEREMEXTERIOR WALLMOUNTED LIGHTFIXTURENORTH051020SCALE: 1"=10'-0"1.THE PLAN DEMONSTRATES ACCEPTABLE CONCEPTS FOR SCREENING BETWEENRESIDENTIAL PROPERTIES; ADJUSTMENTS TO FENCING, SCREENING AND LANDSCAPEARE PERMITTED BASED ON DISCUSSIONS WITH HOA.2.AN INDUSTRIAL KITCHEN VENT FAN SHALL NOT BE PERMITTED ON THE OUTSIDE OFTHE BUILDING.NOTESSITE PLAN LEGENDThese squares will measure 1/4" when printed to scale Revisions:Stephanie.CraftX@gmail.com 2536 Romeldale Lane, Fort Collins, CO 80526CraftStudioPrel im inaryNot ForConstructionLANDSCAPE PLAN CASTLE RIDGE GROUP HOME 636 CASTLE RIDGE COURT, FORT COLLINS, CO PDP / FDP 21 September, 2022 L1 OF 15 L2 OF 15P R E V A I L I NG W I ND PLAN VIEW - THREE STAKES TREE PLANTING DETAIL - STEEL POSTS SCALE: NTS ROUND TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. (OMIT IN TURF AREAS) NOTES: SET S0 THAT TOP OF ROOT 1-2" HIGHER THAN FINISHED GRADE MARK NORTH SIDE OF TREE IN NURSERY AND ROTATE TREE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE 2 STRAND 12 GAUGE GAL. WIRE (TWIST TO TIGHTEN) & GROMMETED NYLON STRAPS STEEL T-POSTS DRIVEN (MIN. 24") FIRMLY INTO UNDISTURBED SOIL OUTSIDE OF PLANTING HOLE BEFORE BACKFILLING STAKE ABOVE FIRST BRANCHES OR AS NECESSARY FOR FIRM SUPPORT BACKFILL WITH BLEND OF EXISTING SOIL AND A MAXIMUM 20% (BY VOL.) ORGANIC MATERIAL PLACE FIRMLY BUT DON'T TAMP OR COMPACT AROUND ROOT BALL. WATER WATER THOROUGHLY TO SETTLE AND REMOVE AIR POCKETS. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. REMOVE ALL WIRE, TWINE BURLAP, MESH AND CONTAINERS FROM ENTIRE ROOT BALL AND TRUNK 3" DEEP MULCH RING PLACED A MINIMUM OF 6' IN DIAMETER. 1" MULCH OVER ROOT BALL. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK 3 X BALL DIA. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL SCARIFY SIDES OF HOLE LEAVING 1:1 SLOPE 1 L-PL2-PLA-12 STAKING NOTES: STAKE TREES PER FOLLOWING SCHEDULE, THEN REMOVE AT END OF FIRST GROWING SEASON AS FOLLOWS: 1 1/2" CALIPER SIZE - MIN. 1 STAKE ON SIDE OF PREVAILING WIND. (GENERALLY N.W. SIDE) 1 1/2" - 3" CALIPER SIZE - MIN. 2 STAKES - ONE ON N.W. SIDE, ONE ON S.W. SIDE 3" CALIPER SIZE AND LARGER - 3 STAKES PER DIAGRAM WIRE OR CABLE SHALL BE MIN. 12 GAUGE, TIGHTEN ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. NYLON STRAPS SHALL BE LONG ENOUGH TO ACCOMMODATE 1 1/2" OF GROWTH AND BUFFER ALL BRANCHES FROM WIRE GUYING PLAN PLANT SO THAT TOP OF ROOT BALL IS 2" HIGHER THAN FINISHED GRADE GROMMETED NYLON STRAPS GALVANIZED WIRE TWIST TO TIGHTEN 6' STEEL T-POSTS (SEE SCHEDULE) DRIVEN (MIN. 24") FIRMLY INTO UNDISTURBED SOIL OUTSIDE ROOTBALL. SCARIFY SIDES OF PLANTING HOLE LEAVING 1:1 SLOPE BACKFILL WITH BLEND OF EXISTING SOIL AND A MAXIMUM 20% (BY VOL.) ORGANIC MATERIAL TAMP SOIL AROUND ROOT BALL W/ FOOT PRESSURE SO THAT IT DOESN'T SHIFT. WATER THOROUGHLY TO SETTLE AND REMOVE AIR POCKETS. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. PRUNING NOTES: 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 3 X BALL DIA. PR E V A I L I NG W I ND 3" DEEP MULCH RING PLACED A MINIMUM OF 6' IN DIAMETER. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK ROUND-TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. (OMIT IN TURF AREAS) CONIFER TREE PLANTING DETAIL - STEEL POSTS SCALE: NTS REMOVE ALL WIRE, TWINE BURLAP, MESH AND CONTAINERS FROM ENTIRE ROOT BALL AND TRUNK 2 L-PL2-PLA-01 PRUNING NOTES: DO NOT HEAVILY PRUNE SHRUB AT PLANTING. PRUNE ONLY DEAD OR BROKEN BRANCHES. IF FORM IS COMPROMISED BY PRUNING, REPLACE SHRUB PLACEMENT NOTES: ·SET SHRUB PLUMB. SPACE PLANTS, AND PLACE FOR BEST EFFECT ·SET TOP OF ROOTBALL 1-2" HIGHER THAN ADJACENT GRADE SCARIFY SIDES AND USE 1:1 SLOPE 3" DEEP MULCH RING 3' IN DIA. PLACE ON GEOTEXTILE WEED BARRIER. 1" OF MULCH ON TOP OF ROOT BALL REMOVE CONTAINER (INCLUDING FIBER CONTAINERS), BASKETS, WIRE, ETC. FROM THE ROOT BALL. BREAK UP ENCIRCLING ROOTS WITH SHARP KNIFE OR SPADE. SPLIT BOTTOM OF ROOT BALL. PLACE ON UNDISTURBED SOIL TO PREVENT SETTLEMENT. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. BACKFILL WITH BLEND OF EXISTING SOIL AND A MAX. 20% (BY VOL.) ORGANIC MATERIAL. WATER THOROUGHLY TO SETTLE AND REMOVE AIR POCKETS 2 X BALL DIA. 4" HIGH WATER SAUCER SHRUB PLANTING DETAIL SCALE: NTS 3 L-PL2-PLA-14 BARRETTE OUTDOOR LIVING43' x 6' BOARDWALK SADDLE VINYL DECORATIVE SCREEN PANEL These squares will measure 1/4" when printed to scaleRevisions:Stephanie.CraftX@gmail.com2536 Romeldale Lane, Fort Collins, CO 80526CraftStudioPreliminary Not For Construction LANDSCAPE DETAILSCASTLE RIDGE GROUP HOME636 CASTLE RIDGE COURT, FORT COLLINS, COPDP / FDP09 September, 2022 C a s t l e R i d g e C o u r t Irrigatio n Li n e Wood R et ai ni n g W all O n- Li n e Concr et e Drive Concrete Drive Wo o d R e t a i n i n g W a l l O n - L i n e Gas M et er Electri c M et er Telep h o n eCovered Po rchCovered Po rch Covered Po rch F e n c e i s 1 ' o n p r o p e r t y Water Line Water Li n e ElectricGas T e l e p h o n e Found #4 Rebar 1 3 ' U t i l i t y E a s em e n t 8' U t i l i t y E a s em e n t Courtyard 6'-6" 8'-0" 8'-6" 8'-0" HC 13'-10" #9 ROOF LINE CONCRETE EDGER, LOCATION APPROXIMATE #2 #3 #4 #5 #6 #1 #7 #8 JUNIPERS DECIDUOUS SHRUBS AND GRO-LOW JUNIPERS 6- MUGO PINES AND PERENNIALS 5- ROSES EXISTING CARPET JUNPER SHRUBS, TYP. #TYPE DBH CONDITION MITIGATION PRESERVE OR REMOVE REASON FOR REMOVAL 1 CRABAPPLE 11"FAIR 1.5 PRESERVE 2 ARBORVITAE 7"FAIR +1.5 PRESERVE 3 ARBORVITAE 8"FAIR +1.5 PRESERVE 4 ARBORVITAE 7"FAIR +1.5 PRESERVE 5 ARBORVITAE 7"FAIR +1 PRESERVE 6 ARBORVITAE 7"FAIR +1 PRESERVE 7 PINYON PINE 3,5 FAIR 1 PRESERVE 8 LILAC TREE 6"FAIR 1 PRESERVE 9 LINDEN 9"FAIR +1 PRESERVE REQUIRED MITIGATION TREES (EXCLUDES TREES TO REMAIN)0 TREE MITIGATION LEGEND NORTH 0 5 10 20 SCALE: 1"=10'-0" TREE MITIGATION LEGEND EXISTING TREES TO SAVE IN PLACE TYPE MINIMUM SIZE CANOPY SHADE TREE 2.0" CALIPER AND B&B OR EQUIVALENT EVERGREEN TREE 8.0" HEIGHT AND B&B OR EQUIVALENT ORNAMENTAL TREE 2.0" CALIPER AND B&B OR EQUIVALENT MITIGATION SIZING CHART TREE MITIGATION NOTES 1.SHOULD DISCREPANCIES BE FOUND BETWEEN THE QUANTITIES LISTED IN THE PLANT TABLE AND THE QUANTITIES GRAPHICALLY SHOWN ON THE LANDSCAPE PLANS, THEN THE QUANTITIES SHOWN BY GRAPHIC SYMBOLS ON THE LANDSCAPE PLANS SHALL CONTROL 2.ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR A NESTING SURVEY WILL BE CONDUCTED BY A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST PRIOR TO TREE REMOVAL TO ENSURE THAT NO ACTIVE NESTS ARE PRESENT. IF ACTIVE NESTS ARE FOUND, THE CITY ENVIRONMENTAL PLANNER WILL DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. TREE PROTECTION NOTES 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 1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5. 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. 6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) 8.ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 9. 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: 10. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA. TYPE MITIGATION COUNT REQUIRED MITIGATION TREE COUNT TREES PRESERVED 9 0 TREES TO BE REMOVED 0 0.00 TOTAL 9 0.00 TREE MITIGATION SUMMARY SINGLE STORY RESIDENCE These squares will measure 1/4" when printed to scaleRevisions:Stephanie.CraftX@gmail.com2536 Romeldale Lane, Fort Collins, CO 80526CraftStudioPreliminary Not For Construction TREE INVENTORYAND MITIGATIONCASTLE RIDGE GROUP HOME636 CASTLE RIDGE COURT, FORT COLLINS, COPDP / FDP21 September, 2022L3 OF 15 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.5 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.3 0.3 0.1 0.1 0.1 0.2 0.4 0.8 1.3 1.5 1.2 0.9 1.0 1.1 1.0 0.8 0.6 0.6 0.1 0.1 0.1 0.2 0.2 0.3 0.7 2.1 3.5 3.3 2.2 1.7 1.8 2.5 2.2 1.4 1.1 1.3 1.3 0.1 0.1 0.1 0.2 0.3 0.3 0.5 1.1 4.3 7.6 6.3 1.5 4.5 6.0 4.2 2.3 2.2 3.0 3.1 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.6 1.3 5.3 2.1 7.5 9.6 6.0 3.0 3.8 6.6 6.3 0.1 0.1 0.1 0.2 0.3 0.6 0.9 1.0 1.0 0.6 6.6 8.5 5.6 3.0 5.0 0.1 0.1 0.3 0.6 1.3 2.0 2.6 1.9 4.4 3.4 2.3 0.1 0.1 0.2 0.5 1.1 2.8 5.0 5.7 3.5 1.8 0.1 0.1 0.3 0.9 2.1 3.0 8.4 0.1 0.2 0.5 1.5 4.4 0.1 0.2 0.6 2.2 7.1 0.1 0.2 0.5 0.1 5.6 3.1 9.5 8.5 4.2 2.0 4.2 8.3 7.6 3.9 1.6 7.3 4.4 2.4 2.8 4.2 4.3 2.6 1.2 7.7 11.0 10.4 5.6 2.5 1.7 1.9 1.9 1.4 0.8 0.4 11.8 9.7 9.7 8.6 4.9 2.2 1.2 1.0 0.9 0.7 0.5 10.6 12.4 8.9 6.2 4.9 3.1 1.6 0.9 0.6 0.5 5.2 8.5 11.6 10.5 8.3 5.8 3.6 2.6 1.8 1.0 0.6 0.4 7.2 9.4 6.8 6.4 7.4 6.4 4.5 3.2 2.1 1.4 1.0 0.7 0.4 2.1 7.2 9.3 6.3 4.0 3.6 3.2 2.3 1.7 1.2 0.8 0.6 0.4 0.2 0.4 1.4 3.9 5.2 4.0 2.4 1.8 1.5 1.2 0.9 0.7 0.5 0.4 0.1 0.1 0.3 0.7 1.5 2.2 2.0 1.3 1.0 0.8 0.6 0.5 0.4 0.3 0.1 0.2 0.3 0.6 0.8 0.9 0.7 0.5 0.4 0.4 0.3 0.2 0.1 0.1 0.2 0.3 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 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 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 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 12.6EXTERIOR LIGHT FIXTURE DETAILS ILLUMINATION ZONE AVERAGE : 0.8fc MAXIMUM : 12.6fc LIGHTING SCHEDULE: MANUFACTURER MODEL QUANTITY LUMENS WATTAGE TEMP POSSINI EURO RATNER 10 1150 13 3KPlan View Scale - 1" = 8ft 09-05-22636 Castle Ridge Ct.Fort Collins, Colorado 80525CASTLE RIDGE GROUP HOME F9 PRODUCTIONS 825 CRISMAN DRIVE #100 LONGMONT, CO 80501 303-652-5858 303-652-5859 PH 303.775.7406| F 303.658.9846 EMAIL MAIL@F9PRODUCTIONS.COM LIGHTING PLAN & PHOTOMETRIC