HomeMy WebLinkAboutMONTAVA - PHASE G & IRRIGATION POND - BDR210013 - SUBMITTAL DOCUMENTS - ROUND 5 - SITE PLANSHEET INDEXSHEET 1COVER SHEET1.REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORMDRAINAGE 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 ALLEASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION.3.THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANSMUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THEPLANS.4.ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROMADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISHSUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THEBUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBINGVENTS 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 PHASINGPLAN IS SHOWN WITH THESE PLANS.6.ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OFTHE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFFCAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION.7.SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVED BYSEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS ASPECIFIC VARIANCE IS GRANTED BY THE CITY.8.FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDEAN APPROVED FIRE EXTINGUISHING SYSTEM.9.ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED.10.ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSABLE RAMPS MUST BE PROVIDED ATALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSABLE PARKING SPACES. ACCESSABLEPARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPENO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE.11.COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFICCIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY THE PROPERTYOWNER OF THE COMMON AREA. THE PROPERTY OWNER IS RESPONSIBLE FOR SNOW REMOVAL ON ALLADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS.12.DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THE RIGHT-OF-WAY SHALL BE INACCORDANCE WITH CITY STANDARDS. UNLESS OTHERWISE AGREED TO BY THE CITY WITH THE FINAL PLANS, ALLONGOING MAINTENANCE OF SUCH AREAS IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER.13.THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ON ALL STREETSIDEWALKS ADJACENT TO EACH RESIDENTIAL LOT.14.PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVECOVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCEDHAVING 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 REQUIRINGTHAT 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 THISPROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'SEXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THEFIRST CERTIFICATE OF OCCUPANCY.16.FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIALPRIOR 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 BEPROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTIONTHEREOF. THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLECONDITION 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 CITYAND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THEPRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY-FINDING. ALL BUILDINGSSHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN APOSITION THAT IS PLAINLY LEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, ANDPOSTED WITH A MINIMUM OF SIX-INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BYMEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLEOR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE.18.THE CITY IS RESPONSIBLE FOR THE LONG-TERM MAINTENANCE OF THE REGIONAL TRAIL WITHIN THEDEVELOPMENT. MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED SURFACE, OCCASIONAL SEASONALMOWING 2-3' ADJACENT TO THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE OF THE TRAIL. THEUNDERLYING PROPERTY OWNER IS RESPONSIBLE FOR ALL OTHER LANDSCAPING MAINTENANCE WITHIN THEEASEMENT. LANDSCAPING SHALL BE DESIGNED IN ACCORDANCE WITH ALL APPLICABLE CITY CODES. SPRAYIRRIGATION, IF REQUIRED, SHALL BE DESIGNED AND MAINTAINED TO AVOID SPRAY ON THE TRAIL.CITY OF FORT COLLINS STANDARD SITE PLAN NOTES:NOT TO SCALECONTEXT MAPN TIMBERLINE RD
MOUNTAIN VISTA DRTURNBERRY RD
RICHARDS LAKE DRI-25E VINE DRLINDENMEIERLAKELONG PONDRESERVOIRSheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:52 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:COVERDate:COVER SHEET
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
BASIC DEVELOPMENT REVIEW04/12/20231734STORYBOOKMAPLE HILLRICHARD'S LAKEWATERGLENTRAILHEADWATERFIELDPLANNING CERTIFICATE______________________________________________ APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES OF THE CITY OF FORTCOLLINS, COLORADO ON THIS _____ DAY OF__________________, 20_____,Director SignatureOWNER'S CERTIFICATETHE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNERS OF THE REAL PROPERTYDESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT I/WE ACCEPT THE CONDITIONS AND RESTRICTIONSSET FORTH ON SAID SITE PLAN.______________________________________________ Owner (Signed)______________________________________________ DateTHE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _____ DAY OF__________________ A.D., 20_____,BY________________________________________________(print name)AS ________________________________________________MY COMMISSION EXPIRES: ________________________________________________WITNESS MY HAND AND OFFICIAL SEAL.______________________________________________ Notary Public______________________________________________ AddressMONTAVA SUBDIVISION PHASE GNOT TO SCALEVICINITY MAPSHEET S1 - S26SITE PLAN SHEETSSHEET L0 - L18LANDSCAPE PLAN SHEETSPHASE GPROJECTBOUNDARYSHEET M1TREE MITIGATION SHEETSPHASE GPROJECTBOUNDARYLAND USE DATA (PHASE G)RESIDENTIALPROPOSED LAND USET4: 3 STORIES, T5: 4 STORIES1,654,850 S.F. (37.99 ACRES)MAX. BUILDING HEIGHT PERMITTEDEXISTING ZONING GROSS SITE AREA LMN WITH PUD OVERLAY N/A (RESIDENTIAL USES)0 S.F. COMMERCIALESTIMATED FLOOR AREA FLOOR AREA RATIO NET DEVELOPABLE AREA MAX. BUILDING HEIGHT PROPOSED3 STORIES16.45 ACRESA PARCEL OF LAND SITUATED IN SECTION 32, TOWNSHIP 8 NORTH,RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN,CITY OF FORT COLLINS, COUNTY OF LARIMER,STATE OF COLORADOSHEET A1 - A4ARCHITECTURAL SHEETSNET DENSITY11.42 DU / ACRES (EXCLUDING FUTURE MULTI-FAMILY UNITS)1.PHASE G IS LOCATED WITHIN THE MONTAVA PUD MASTER PLAN AND MONTAVA PUD OVERLAY, ODP 180002APPROVED PURSUANT TO ORDINANCE NO. 014, 2020, RECORDED JUNE 4, 2020 AT RECEPTION #20200039330 INTHE RECORDS OF THE CLERK AND RECORDER OF LARIMER COUNTY, COLORADO.2.PHASE G MAY BECOME SUBJECT TO THE CONSOLIDATED SERVICE PLAN FOR MONTAVA METROPOLITANDISTRICT NOS. 1-7 APPROVED BY RESOLUTION 2018-083.3.PHASE G IS SUBJECT TO THE DEVELOPMENT AGREEMENT TO SECURE PUBLIC BENEFITS FOR MONTAVAPLANNED UNIT DEVELOPMENT MASTER PLAN APPROVED BY RESOLUTION 2020-007 AND RECORDED DECEMBER14, 2020 AT RECEPTION NO. 20200105298 AND RE-RECORDED APRIL 7, 2022 AT RECEPTION NO. 20220022462 INTHE RECORDS OF THE CLERK AND RECORDER OF LARIMER COUNTY, COLORADO.4.NO NEIGHBORHOOD PERIMETER FENCING IS PLANNED IN PHASE G. HEIGHT AND LOCATION OF PRIVATE LOTFENCING IS RESTRICTED BASED BASED ON THE MONTAVA PUD USES, DENSITIES AND DEVELOPMENTSTANDARDS. FENCING LOCATIONS AND STYLES WILL BE SUBJECT TO REVIEW BY THE MONTAVA DESIGNREVIEW COMMITTEE.5.REFER TO MONTAVA USES, DENSITIES, AND DEVELOPMENT STANDARDS SECTION 5.5 FOR SETBACKDIMENSIONS AND SHEETS A1-4 FOR ARCHITECTURAL ELEVATIONS AND LOT TYPICALS PLANS6.MINIMUM SETBACKS ARE INCLUSIVE OF EASEMENTS7.MAXIMUM DRIVEWAY WIDTH IS 12' UNLESS THE DRIVEWAY IS PROVIDING ACCESS TO MORE THAN 4 UNITS.ACCESS BETWEEN A GARAGE AND ALLEY LESS THAN 20' IN LENGTH ARE NOT CONSIDERED DRIVEWAYS ANDMAY BE WIDER THAN 12' WHERE NEEDED TO ACCOMMODATE VEHICLE TURNING MOVEMENTS8.ADU'S ARE PERMITTED IN THIS PHASE SUBJECT TO SECTION 5.11 OF MONTAVA USES, DENSITIES ANDDEVELOPMENT STANDARDS (MUDDS) AND WILL REQUIRE ADDITIONAL REVIEW AS APPLICABLE. ADU'S ALSOREQUIRE ADDITIONAL PARKING CALCULATIONS.9.DENSITY SUMMARY SHOWN BELOW, SEE SHEETS S1-S4 FOR MORE INFORMATION.10.ARTERIAL ROAD MEDIANS AND ROUNDABOUT WILL BE MAINTAINED BY THE CITY OF FORT COLLINS PARKSDEPARTMENT. SEE ROADWAY AND INFRASTRUCTURE PLANS FOR DESIGN PLANS FOR THESE LANDSCAPEPLANS.NOTES:188NO. OF DWELLING UNITSOWNER'S CERTIFICATETHE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNERS OF THE REAL PROPERTYDESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT I/WE ACCEPT THE CONDITIONS AND RESTRICTIONSSET FORTH ON SAID SITE PLAN.______________________________________________ Owner (Signed)______________________________________________ DateTHE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _____ DAY OF__________________ A.D., 20_____,BY________________________________________________(print name)AS ________________________________________________MY COMMISSION EXPIRES: ________________________________________________WITNESS MY HAND AND OFFICIAL SEAL.______________________________________________ Notary Public______________________________________________ AddressOWNER'S CERTIFICATETHE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNERS OF THE REAL PROPERTYDESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT I/WE ACCEPT THE CONDITIONS AND RESTRICTIONSSET FORTH ON SAID SITE PLAN.______________________________________________ Owner (Signed)______________________________________________ DateTHE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _____ DAY OF__________________ A.D., 20_____,BY________________________________________________(print name)AS ________________________________________________MY COMMISSION EXPIRES: ________________________________________________WITNESS MY HAND AND OFFICIAL SEAL.______________________________________________ Notary Public______________________________________________ AddressNOTE: DENSITY IS CALCULATED AS ESTABLISHED BY SECTION 3.3.1 OF THE MONTAVA USES, DENSITIES AND DEVELOPMENT STANDARDS
Sheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:52 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:S1Date:TRANSECT DIAGRAM
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
PHASE G
BASIC DEVELOPMENT REVIEW04/12/20231734THE USES REQUESTED IN PHASE G INCLUDE SINGLE FAMILY DETACHED, SINGLEFAMILY ATTACHED, TWO-FAMILY DWELLINGS, AND TOWNHOMES (MULTI-FAMILY UPTO 14 UNITS PER BUILDING). ALL OF THESE LAND USES ARE PERMITTED INTRANSECTS T4 AND T5 UNDER BASIC DEVELOPMENT REVIEW.MOUNTAIN VISTA DRIVESTORYBOOK
FUTURE CITY PARKFUTURE PHASE E LEGENDT4 ZONET5 ZONE
Sheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:52 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:S2Date:HOUSING DIAGRAM
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
PHASE G
BASIC DEVELOPMENT REVIEW04/12/20231734MOUNTAIN VISTA DRIVESTORYBOOK
FUTURE CITY PARKFUTURE PHASE E LEGENDCOTTAGE 37 DU 1200-1800 SFTOWNHOUSE (2 ST / 22 FT) 30 DU 1450-1650 SFTOWNHOUSE (3 ST / 16FT) 26 DU 1850-2150 SFSINGLE FAMILY - SMALL 42 DU 1400-2400 SFSINGLE FAMILY - MEDIUM 43 DU 2350-2700 SFTOWNHOUSE (3 ST / 20FT) 10 DU 1400-1850 SFMULTI-FAMILY(FUTURE DEVELOPMENT)TOTAL 188 DUBUILDING TYPEDU COUNTDU SIZE
Sheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:52 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:S3Date:DENSITY PLAN
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
PHASE G
BASIC DEVELOPMENT REVIEW04/12/202317340.58 ac.1.64 ac.1.64 ac.1.18 ac.1.01 ac.1.01 ac.FUTUREDEVELOPMENT1.04 ac.1.22 ac.FUTDEVELO0.73 ac.0.62 ac.0.61 ac.1.88 ac.1.21 ac.1.04 ac.1.04 ac.FUTURE
DEVELOPMENT
DMOUNTAIN VISTA DRIVESTORYBOOK
FUTURE CITY PARKFUTURE PHASE E 11.42 du/ac
Sheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:52 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:S4Date:PARKING DIAGRAM
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
PHASE G
BASIC DEVELOPMENT REVIEW04/12/20231734AREA 10AREA 9AREA 3AREA 2AREA 41AREA 6AREA 5A(FUDEVELMOUNTAIN VISTA DRIVESTORYBOOK
FUTURE CITY PARKFUTURE PHASE ENOTESParking calculations assume the highest number of spacesrequired by code per the assigned building types, uses andtransect zones. Total parking surplus/deficit does not includeshared parking reductions.AREA 8AREA 7AREA 1
Sheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:52 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:S5Date:CONNECTING WALKWAYS DIAGRAM
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
PHASE G
BASIC DEVELOPMENT REVIEW04/12/20231734MOUNTAIN VISTA DRIVESTORYBOOK
FUTURE CITY PARKFUTURE PHASE E120.00120.00149.3
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121.35105.00105.00105.00105.00105.00105.00142.10113.93131.08131.08116.91116.91118.93118.93109.21109.21LEGENDLOTS OF D.U.'S WITH PRIMARY ENTRANCESFACING CONNECTING WALKWAYS3.5.1 (D)(1) Orientation to a Connecting Walkway. Everyfront facade with a primary entrance to a dwelling unitshall face the adjacent street to the extent reasonablyfeasible. Every front facade with a primary entrance to adwelling unit shall face a connecting walkway with noprimary entrance more than two hundred (200) feet from astreet sidewalk and the address shall be posted to bevisible from the intersection of the connecting walkwayand public right of way.
LONGWOOD DRIVE(CONNECTOR LOCAL-ALT 1)CHESAPEAKE DRIVE(RESIDENTIAL LOCAL)CHESAPEAKE DRIVE(RESIDENTIAL LOCAL)CHESAPEAKE DRIVE(RESIDENTIAL LOCAL)CHESAPEAKE DRIVE(RESIDENTIAL LOCAL)BELLFIELD AVENUE(CONNECTOR LOCAL)BELLFIELD AVENUE(CONNECTOR LOCAL)BELLFIELD AVENUE(CONNECTOR LOCAL)
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PEACHLEAF STREET
(RESIDENTIAL LOCAL)PEACHLEAF STREET
(RESIDENTIAL LOCAL)
PEACHLEAF STREET
(RESIDENTIAL LOCAL)ALLEY 5(ALLEY)ALLEY 1(ALLEY)ALLEY 2(ALLEY)ALLEY 3(ALLEY)ALLEY 6(ALLEY)ALLEY 12(ALLEY)ALLEY 14(ALLEY)ALLEY 11(ALLEY)
ALLEY 13
(ALLEY)ALLEY 7(ALLEY)ALLEY 8(ALLEY)ALLEY 9(ALLEY-ALT 1)
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(ALLEY-ALT 2)MOUNTAIN VISTA DRIVE(60' R.O.W.)(BOOK R, PAGE 152)N. TIMBERLINE ROAD
(R.O.W. WIDTH VARIES)MOUNTAIN VISTA DRIVE(60' R.O.W.)(BOOK R, PAGE 152)MOUNTAIN VISTA DRIVE(60' R.O.W.)(BOOK R, PAGE 152)CHESAPEAKE DRIVEN. TIMBERLINE ROAD
(R.O.W. WIDTH VARIES)
N. TIMBERLINE ROAD
(R.O.W. WIDTH VARIES)
DEEP WOODS LANE
0N O R T H120'30'60'S C A L E : 1''= 6 0'Sheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:52 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:S6Date:CIVIC SPACE DIAGRAM
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
PHASE G
BASIC DEVELOPMENT REVIEW04/12/20231734PO
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POCKET PARK WITHPLAYGROUNDCOMPACT GREEN WITH BIRD ANDBUTTERFLY GARDENTIMBERLINE GREENWAYGREEN WITHPLAYGROUND ANDNATURAL PLAY AREAMOUNTAIN VISTAGREENWAY ANDRAIN GARDENSPASSAGEPOLLINATOR PATHAND RAIN GARDENSPASSAGEPOLLINATOR PATHAND RAIN GARDENSPASSAGEPOLLINATOR PATHAND RAIN GARDENSPASSAGE WITH POLLINATOR PATH
POCKET PARK WITHCOMMUNITYGARDENMOUNTAIN VISTAGREENWAY ANDRAIN GARDENSMOUNTAIN VISTAGREENWAY ANDRAIN GARDENSKEY MAPS6S7S8S9S10S11S12S13S14S15S16S17S18T5
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SQUARE WITHBIRD ANDBUTTERFLYGARDENPASSAGE WITH POLLINATOR PATH
VAULTVAULTVAULTPA DEEP WOODS LANE
PAPAPAPAPAPAPAPA7'-6"20'7'-6"
7'-6"20'7'-6"
7'-6"5'7'5'6'-6"51'51'60'60'ADDRESS SIGN - FINALCONFIGURATION TO BEAPPROVED BY SIGN PERMIT99'-6"
84'30' SANITARY SEWER AGREEMENTREC. #98086673PAPAPAPAPAPAGREENWAYBIKE PATHBELLFIELD AVENUE
(CONNECTOR LOCAL)SUMMERSIDE DRIVE(RESIDENTIAL LOCAL)GOLLINGS STREET
(RESIDENTIAL LOCAL)1211BLOCK 101098713143BLOCK 161247BLOCK 165896TRACT ETRACT KALLEY 5(ALLEY)ALLEY 1(ALLEY)121030' SANITARY SEWER AGREEMENTREC. #9808667320' DRAINAGE EASEMENTREC. #20140021324MOUNTAIN VISTA DRIVE(60' R.O.W.)(BOOK R, PAGE 152)MOUNTAIN VISTA DRIVE(27.5' R.O.W. (NORTH), REC. #20050060128& 30' R.O.W. (SOUTH), BOOK R, PAGE 152)5' UTILESMT.STORYBOOK THIRD FILINGREC.#20140020092UNPLATTEDNW 1/4 S5, T7N, R68WSOUTHERLY LINE SW 1/4, SEC. 32, T8N, R68W, 6TH P.M.(BASIS OF BEARINGS - N89°57'04"W 2604.78')SW COR. SEC. 32,T8N, R68W, 6TH P.M.FOUND #6 REBARW/ 3" ALUM. CAPIN MONUMENT BOXLS #20123FND. #4 REBARW/ CAPLS #783935' ELCO WATER ESMT.(REC. # )35' ELCO WATER ESMT.(REC. # )30' SANITARY SEWER EASEMENTTO BOXELDER SANITATION DISTRICTTO BE DEDICATED BY SEPARATEDOCUMENT AFTER RECORDATIONSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTPADEEP WOODS LANE 0N O R T H60'15'30'S C A L E : 1''= 3 0'Sheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:52 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:S7Date:SITE PLAN
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
PHASE G
BASIC DEVELOPMENT REVIEW04/12/20231734LEGENDSITE BOUNDARYR.O.W.LOT LINEUTILITY EASEMENTMINIMUM SETBACK4" THICK STANDARD GRAY CONCRETECONCRETE PAVERSPLAYGROUND SURFACINGPLANTING AREABUILDING FRONTAGEKEY MAPS7S8S9S10S11S12S13S14S15S16S17S18S19NOTES1.TYPE 1 BENCHES SHALL BE LANDSCAPE FORMS PARALLEL42 OR SIMILAR. TYPE 2 BENCHES SHALL BE KENNETH LYNCH& SONS 1939 WORLDS FAIR BENCH OR SIMILAR.2.CONCRETE PAVERS SHALL BE BORGERT BULOVAR PAVERSOR SIMILAR.3.PLAYGROUND SURFACING SHALL BE ENGINEERED WOODFIBER OR SIMILAR.
VAULTVAULTVAULT
VAULT
VAULT PAPAPAPAPAPAPAPA7'-6"20'7'-6"
7'-6"20'7'-6"5'7'5'6'-6"5'6'-6"60'60'51'51'51'PAPAPAPAPAPAPA87'-1112"GREENWAYBIKE PATHBELLFIELD AVENUE(CONNECTOR LOCAL)
WADE STREET
(RESIDENTIAL LOCAL-ALT 1)SUMMERSIDE DRIVE(RESIDENTIAL LOCAL)SUMMERSIDE DRIVE(RESIDENTIAL LOCAL)PEACHLEAF STREET
(RESIDENTIAL LOCAL)9BLOCK 4512118769BLOCK 987651112TRACT DALLEY 2(ALLEY)ALLEY 3(ALLEY)101030' SANITARY SEWER AGREEMENTREC. #98086673MOUNTAIN VISTA DRIVE(60' R.O.W.)(BOOK R, PAGE 152)UNPLATTEDNW 1/4 S5, T7N, R68WSOUTHERLY LINE SW 1/4, SEC. 32, T8N, R68W, 6TH P.M.(BASIS OF BEARINGS - N89°57'04"W 2604.78')30' SANITARY SEWER EASEMENTTO BOXELDER SANITATION DISTRICTTO BE DEDICATED BY SEPARATEDOCUMENT AFTER RECORDATIONSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTPADEEP WOODS LANE
Sheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:52 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:S8Date:SITE PLAN
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
PHASE G
BASIC DEVELOPMENT REVIEW04/12/202317340N O R T H60'15'30'S C A L E : 1''= 3 0'LEGENDSITE BOUNDARYR.O.W.LOT LINEUTILITY EASEMENTMINIMUM SETBACK4" THICK STANDARD GRAY CONCRETECONCRETE PAVERSPLAYGROUND SURFACINGPLANTING AREABUILDING FRONTAGEKEY MAPS7S8S9S10S11S12S13S14S15S16S17S18S19NOTES1.TYPE 1 BENCHES SHALL BE LANDSCAPE FORMS PARALLEL42 OR SIMILAR. TYPE 2 BENCHES SHALL BE KENNETH LYNCH& SONS 1939 WORLDS FAIR BENCH OR SIMILAR.2.CONCRETE PAVERS SHALL BE BORGERT BULOVAR PAVERSOR SIMILAR.3.PLAYGROUND SURFACING SHALL BE ENGINEERED WOODFIBER OR SIMILAR.
VAULTVAULT
N TIMBERLINE ROAD PAPAPAPAPA5'6'-6"51'51'PAPABOARDWALK134'-7"GREENWAYBIKE PATHWADE STREET(RESIDENTIAL LOCAL-ALT 1)1BLOCK 3TRACT C50' SANITARY SEWER AGREEMENTREC. #9808667320' UTILITY EASEMENTBK 1889, PG 512TO E. LARIMER CO.WATER DISTRICT30' SANITARY SEWER AGREEMENTREC. #9808667375' DIVIDE CANAL AND RESERVOIRCOMPANY CORPORATIONBK 187, PG 163MOUNTAIN VISTA DRIVE(60' R.O.W.)(BOOK R, PAGE 152)N. TIMBERLINE ROAD
(R.O.W. WIDTH VARIES)MOUNTAIN VISTA DRIVE(60' R.O.W.)(BOOK R, PAGE 152 &BOOK 2289, PAGE 1283)EASTERLY LINE SW 1/4, SEC. 32, T8N, R68W, 6TH P.M.
(N00°33'32"W 2648.64')UNPLATTEDNW 1/4 S5, T7N, R68WUNPLATTEDNE 1/4 S5, T7N, R68WSOUTHERLY LINE SW 1/4, SEC. 32, T8N, R68W, 6TH P.M.(BASIS OF BEARINGS - N89°57'04"W 2604.78')S COR. SEC. 32,T8N, R68W, 6TH P.M.FOUND 3" ALUM. CAPIN MONUMENT BOXLS #20123UTILITYEASEMENT(WIDTHVARIES)SIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTPADEEP WOODS LANE
Sheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:52 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:S9Date:SITE PLAN
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
PHASE G
BASIC DEVELOPMENT REVIEW04/12/202317340N O R T H60'15'30'S C A L E : 1''= 3 0'LEGENDSITE BOUNDARYR.O.W.LOT LINEUTILITY EASEMENTMINIMUM SETBACK4" THICK STANDARD GRAY CONCRETECONCRETE PAVERSPLAYGROUND SURFACINGPLANTING AREABUILDING FRONTAGEKEY MAPS7S8S9S10S11S12S13S14S15S16S17S18S19NOTES1.TYPE 1 BENCHES SHALL BE LANDSCAPE FORMS PARALLEL42 OR SIMILAR. TYPE 2 BENCHES SHALL BE KENNETH LYNCH& SONS 1939 WORLDS FAIR BENCH OR SIMILAR.2.CONCRETE PAVERS SHALL BE BORGERT BULOVAR PAVERSOR SIMILAR.3.PLAYGROUND SURFACING SHALL BE ENGINEERED WOODFIBER OR SIMILAR.
VAULT
VAULT
VAULT VAULTVAULT
VAULT
VAULT
VAULT
VAULT
DEEP WOODS LANE DEEP WOODS LANE
PAPAPAPAPAPAPAPAPAPAPAPAPA7'-6"20'7'-6"
7'-6"20'7'-6"
7'-6"
9'20'
7'-6"6'12'6'5'20'5'5'7'5'7'5'7'5'7'5'7'5'7'5'6'-6"5'6'-6"5'6'-6"5'6'-6"5'7'5'18'5'7'26'5'60'
60'51'60'ADDRESS SIGN - FINALCONFIGURATION TO BEAPPROVED BY SIGN PERMITSEATING PLAZA WITHTYPE 1 BENCHESSEATING PLAZA WITHTYPE 1 BENCHESADDRESS SIGN - FINALCONFIGURATION TO BEAPPROVED BY SIGN PERMITADDRESS SIGN - FINALCONFIGURATION TO BEAPPROVED BY SIGN PERMITADDRESS SIGN - FINALCONFIGURATION TO BEAPPROVED BY SIGN PERMITPAPAPAPAPAPAPACHESAPEAKE DRIVE(RESIDENTIAL LOCAL)BELLFIELD AVENUE
(CONNECTOR LOCAL)
BELLFIELD AVENUE
(CONNECTOR LOCAL)
GOLLINGS STREET
(RESIDENTIAL LOCAL)
GOLLINGS STREET
(RESIDENTIAL LOCAL)GOLLINGS STREET
3BLOCK 10124567BLOCK 119865411BLOCK 1010987131411BLOCK 112BLOCK 111012135BLOCK 12769BLOCK 1286BLOCK 145783BLOCK 151243BLOCK 161246BLOCK 15578TRACT ITRACT JTRACT KTRACT KTRACT LALLEY 5(ALLEY)ALLEY 1(ALLEY)ALLEY 6(ALLEY)ALLEY 12(ALLEY)ALLEY 11
(ALLEY)ALLEY 7(ALLEY)1220' DRAINAGE EASEMENTREC. #2014002132420' DRAINAGE EASEMENTREC. #2014002132420' DRAINAGE EASEMENTREC. #20140021324CHESAPEAKE DRIVE(53' R.O.W.)(REC. #20140020092)5' UTILESMT.5' UTILESMT.UTIL.ESMT.UTIL.ESMT.UTIL.ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.STORYBOOK THIRD FILINGREC.#20140020092UTIL.ESMT.UTIL.ESMT.UTIL.ESMT.UTIL.ESMT.UTIL. ESMT.UTIL. ESMT.35' ELCO WATER ESMT.(REC. # )35' ELCO WATER ESMT.(REC. # )30' ELCO WATER ESMT.(REC. # )36' ELCO WATER ESMT.(REC. # )35' ELCO WATER ESMT.(REC. # )SIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCESIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTPADEEP WOODS LANE
Sheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:52 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:S10Date:SITE PLAN
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
PHASE G
BASIC DEVELOPMENT REVIEW04/12/20231734LEGENDSITE BOUNDARYR.O.W.LOT LINEUTILITY EASEMENTMINIMUM SETBACK4" THICK STANDARD GRAY CONCRETECONCRETE PAVERSPLAYGROUND SURFACINGPLANTING AREABUILDING FRONTAGEKEY MAPS7S8S9S10S11S12S13S14S15S16S17S18S19NOTES1.TYPE 1 BENCHES SHALL BE LANDSCAPE FORMS PARALLEL42 OR SIMILAR. TYPE 2 BENCHES SHALL BE KENNETH LYNCH& SONS 1939 WORLDS FAIR BENCH OR SIMILAR.2.CONCRETE PAVERS SHALL BE BORGERT BULOVAR PAVERSOR SIMILAR.3.PLAYGROUND SURFACING SHALL BE ENGINEERED WOODFIBER OR SIMILAR.
VAULT
VAULT
VAULTVAULTVAULT VAULT VAULTVAULT
VAULTVAULT
VAULT
VAULTVAULTPA
PAPAPAPAPAPAPA7'-6"20'7'-6"
7'-6"20'7'-6"
8'-1012"20'7'-6"
7'-6"
20'
7'-6"2'-6"20'2'-6"6'12'6'5'7'5'7'5'7'5'7'5'7'5'6'-6"5'6'-6"5'6'-6"5'6'-6"2'-6"
20'
2'-6"5'18'5'60'51'51'55'-6"60'60'60'MAIL KIOSKSEATING PLAZA WITHTYPE 1 BENCHSEATING PLAZA WITHTYPE 1 BENCHESADDRESS SIGN - FINALCONFIGURATION TO BEAPPROVED BY SIGN PERMITADDRESS SIGN - FINALCONFIGURATION TO BEAPPROVED BY SIGN PERMITADDRESS SIGN - FINALCONFIGURATION TO BEAPPROVED BY SIGN PERMITPAPA100 YEAR HIGHWATER LEVELBALANCE AND COMPOSITEPLAY STRUCTURES OR SIMILARPLAY LOG TYP., RE: DETAILSSTUMP STEPPERS TYP.,RE: DETAILSBOULDER STEPSSCULPTURAL PLAYSTRUCTUREBOULDER STEPPERS10 YEAR HIGHWATER LEVEL2 YEAR HIGHWATER LEVELPACRUSHER FINES PATH, RE:LANDSCAPE PLANSPAPAPAPAPAPAPAPAPAPAPAPAPAPAPATIEREDBOULDERSEATINGCHESAPEAKE DRIVE(RESIDENTIAL LOCAL)CHESAPEAKE DRIVE(RESIDENTIAL LOCAL)BELLFIELD AVENUE(CONNECTOR LOCAL)BELLFIELD AVENUE(CONNECTOR LOCAL)
WADE STREET
(RESIDENTIAL LOCAL-ALT 1)
WADE STR
E
E
T
(RESIDENT
I
A
L
L
O
C
A
L
-
A
L
T
1
)
WADE STREET
(CONNECTOR LOCAL)
PEACHLEAF STREET
(RESIDENTIAL LOCAL)PEACHLEAF STREET
(RESIDENTIAL LOCAL)
PEACHLEAF STREET
3BLOCK 41243BLOCK 9124679BLOCK 8865BLOCK 84411BLOCK 510981213143BLOCK 7BLOCK 74562BLOCK 81013TRACT FTRACT HALLEY 2(ALLEY)ALLEY 3(ALLEY)ALLEY 14(ALLEY)ALLEY 13(ALLEY)ALLEY 4(ALLEY)22TRACT BB5' UTILESMT.UTIL.ESMT.UTIL.ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL.ESMT.UTIL.ESMT.UTIL.ESMT.UTIL.ESMT.UTIL.ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.35' ELCO WATER ESMT.(REC. # )35' ELCOWATER ESMT.(REC. # )30' ELCO WATER ESMT.(REC. # )35' ELCO WATER ESMT.(REC. # )SIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTPADEEP WOODS LANE
Sheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:52 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:S11Date:SITE PLAN
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
PHASE G
BASIC DEVELOPMENT REVIEW04/12/202317340N O R T H60'15'30'S C A L E : 1''= 3 0'LEGENDSITE BOUNDARYR.O.W.LOT LINEUTILITY EASEMENTMINIMUM SETBACK4" THICK STANDARD GRAY CONCRETECONCRETE PAVERSPLAYGROUND SURFACINGPLANTING AREABUILDING FRONTAGEKEY MAPS7S8S9S10S11S12S13S14S15S16S17S18S19NOTES1.TYPE 1 BENCHES SHALL BE LANDSCAPE FORMS PARALLEL42 OR SIMILAR. TYPE 2 BENCHES SHALL BE KENNETH LYNCH& SONS 1939 WORLDS FAIR BENCH OR SIMILAR.2.CONCRETE PAVERS SHALL BE BORGERT BULOVAR PAVERSOR SIMILAR.3.PLAYGROUND SURFACING SHALL BE ENGINEERED WOODFIBER OR SIMILAR.
VAULTVAULTVAULTVAULTVAULT VAULT
VAULTVAULTVAULTVAULTPAPAPAPAPAPAPAPAPA6'2'-6"20'2'-6"55'-6"60'60'ADDRESS SIGN - FINALCONFIGURATION TO BEAPPROVED BY SIGN PERMITADDRESS SIGN - FINALCONFIGURATION TO BEAPPROVED BY SIGN PERMITADDRESS SIGN - FINALCONFIGURATION TO BEAPPROVED BY SIGN PERMITLANDSCAPE/SEAT BOULDERSPAPAPAPAOR SIMILARCHESAPEAKE DRIVE(RESIDENTIAL LOCAL)WADE STREET(RESIDENTIAL LOCAL-ALT 1)WADE STREET(CONNECTOR LOCAL)3BLOCK 210BLOCK 218BLOCK 22145678911121314161719206798TRACT CCALLEY 20(ALLEY)ALLEY 19
(ALLEY-ALT 2)152122151650' SANITARY SEWER AGREEMENTREC. #9808667320' UTILITY EASEMENTBK 1889, PG 512TO E. LARIMER CO.WATER DISTRICT75' DIVIDE CANAL AND RESERVOIRCOMPANY CORPORATIONBK 187, PG 163N. TIMBERLINE ROAD
(R.O.W. WIDTH VARIES)
EASTERLY LINE SW 1/4, SEC. 32, T8N, R68W, 6TH P.M.
(N00°33'32"W 2648.64')35' ELCO WATER ESMT.(REC. # )35' ELCO WATER ESMT.(REC. # )33' ELCO WATER ESMT.(REC. # )33' ELCOWATER ESMT.(REC. # )33' ELCOWATER ESMT.(REC. # )TRAIL EASEMENT(WIDTH VARIES)TRAIL EASEMENT(WIDTH VARIES)UTILITY EASEMENT(WIDTH VARIES)UTILITY EASEMENT(WIDTH VARIES)SIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTPADEEP WOODS LANE
Sheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:53 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:S12Date:SITE PLAN
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
PHASE G
BASIC DEVELOPMENT REVIEW04/12/202317340N O R T H60'15'30'S C A L E : 1''= 3 0'LEGENDSITE BOUNDARYR.O.W.LOT LINEUTILITY EASEMENTMINIMUM SETBACK4" THICK STANDARD GRAY CONCRETECONCRETE PAVERSPLAYGROUND SURFACINGPLANTING AREABUILDING FRONTAGEKEY MAPS7S8S9S10S11S12S13S14S15S16S17S18S19NOTES1.TYPE 1 BENCHES SHALL BE LANDSCAPE FORMS PARALLEL42 OR SIMILAR. TYPE 2 BENCHES SHALL BE KENNETH LYNCH& SONS 1939 WORLDS FAIR BENCH OR SIMILAR.2.CONCRETE PAVERS SHALL BE BORGERT BULOVAR PAVERSOR SIMILAR.3.PLAYGROUND SURFACING SHALL BE ENGINEERED WOODFIBER OR SIMILAR.
VAULTVAULT
VAULTVAULT
VAULT VAULTDEEP WOODS LANE
PAPAPAPAPAPAPAPAPAPAPAPAPA5'20'5'6'12'6'5'7'5'
7'
7'6'-6"5'6'-6"5'5'
7'PAPA51'60'51'BENCH TYPE 2ADDRESS SIGN - FINALCONFIGURATION TO BEAPPROVED BY SIGN PERMIT5'7'5'7'60'BELLFIELD AVENUE
(CONNECTOR LOCAL)LONGWOOD DRIVE(CONNECTOR LOCAL)LONGWOOD DRIVE(CONNECTOR LOCAL-ALT 2)GOLLINGS STREET
(RESIDENTIAL LOCAL)5BLOCK 12642BLOCK 129BLOCK 1213101128BLOCK 131379103BLOCK 14124TRACT LTRACT LALLEY 7(ALLEY)ALLEY 8(ALLEY)ALLEY 9
(ALLEY-ALT 1)TRACT M4BLOCK 135611BLOCK 1320' DRAINAGE EASEMENTREC. #2014002132420' DRAINAGE EASEMENTREC. #20140021324ACCESS EASEMENT(WIDTH VARIES)UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL.ESMT.UTIL. ESMT.UTIL. ESMT.STORYBOOK THIRD FILINGREC. #20140020092FND. #4 REBARW/ CAPLS #7839UTIL. ESMT.UTIL. ESMT.10'UTILESMT.36' ELCO WATER ESMT.(REC. # )35' ELCO WATER ESMT.(REC. # )DRAINAGE & UTILITY EASEMENT(WIDTH VARIES)SIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTPADEEP WOODS LANE
Sheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:53 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:S13Date:SITE PLAN
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
PHASE G
BASIC DEVELOPMENT REVIEW04/12/202317340N O R T H60'15'30'S C A L E : 1''= 3 0'LEGENDSITE BOUNDARYR.O.W.LOT LINEUTILITY EASEMENTMINIMUM SETBACK4" THICK STANDARD GRAY CONCRETECONCRETE PAVERSPLAYGROUND SURFACINGPLANTING AREABUILDING FRONTAGEKEY MAPS7S8S9S10S11S12S13S14S15S16S17S18S19NOTES1.TYPE 1 BENCHES SHALL BE LANDSCAPE FORMS PARALLEL42 OR SIMILAR. TYPE 2 BENCHES SHALL BE KENNETH LYNCH& SONS 1939 WORLDS FAIR BENCH OR SIMILAR.2.CONCRETE PAVERS SHALL BE BORGERT BULOVAR PAVERSOR SIMILAR.3.PLAYGROUND SURFACING SHALL BE ENGINEERED WOODFIBER OR SIMILAR.
VAULTVAULT VAULTVAULT
VAULT
VAULT
VAULT
VAULT VAULTVAULT
VAULT PAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPA7'-6"
20'
7'-6"6'12'6'5'7'5'7'6'
2'-6"
20'
2'-6"PAPAPA51'60'60'60'51'
60'BENCH TYPE 2BENCH TYPE 2BENCH TYPE 2ADDRESS SIGN - FINALCONFIGURATION TO BEAPPROVED BY SIGN PERMITADDRESS SIGN - FINALCONFIGURATION TO BEAPPROVED BY SIGN PERMITADDRESS SIGN - FINALCONFIGURATION TO BEAPPROVED BY SIGN PERMITADDRESS SIGN - FINALCONFIGURATION TO BEAPPROVED BY SIGN PERMITLANDSCAPE/SEAT BOULDERSSWING SET PLAYSTRUCTURE OR SIMILARPLAY FOOTING INSTALLATIONCOORDINATED WITH INLETSWING AND COMPOSITE PLAYSTRUCTURES OR SIMILAR5'6'-6"5'6'-6"5'7'7'5'5'7'5'7'COMPOSITE STRUCTUREOR SIMILAR60'BELLFIELD AVENUE(CONNECTOR LOCAL)
WADE STREET
(CONNECTOR LOCAL)
WADE STREET
(CONNECTOR LOCAL)
LONGWOOD
DR
IVE
(CONNEC
TOR
LOCA
L
)LONGWOOD DRIVE(CONNECTOR LOCAL-ALT 2)PEACHLEAF STREET
(RESIDENTIAL LOCAL)12014BLOCK 51235673BLOCK 68BLOCK 610124567BLOCK 6911BLOCK 612133BLOCK 77BLOCK 710BLOCK 71268911TRACT GALLEY 10(ALLEY-ALT 1)ALLEY 4(ALLEY)ALLEY 15
(ALLEY
)
A
L
L
E
Y
1
6
(A
L
L
E
Y
-
A
L
T
1
)
ALLEY 17
(ALLEY-ALT 1)UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.UTIL. ESMT.35' ELCO WATER ESMT.(REC. # )30' ELCOWATER ESMT.(REC. # )30' ELCOWATER ESMT.(REC. # )DRAINAGE & UTILITY EASEMENT(WIDTH VARIES)SIGHTDISTANCEEASEMENTSIGHTSIGHTDISTANCEEASEMENTSIGHTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTPADEEP WOODS LANE
Sheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:53 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:S14Date:SITE PLAN
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
PHASE G
BASIC DEVELOPMENT REVIEW04/12/202317340N O R T H60'15'30'S C A L E : 1''= 3 0'LEGENDSITE BOUNDARYR.O.W.LOT LINEUTILITY EASEMENTMINIMUM SETBACK4" THICK STANDARD GRAY CONCRETECONCRETE PAVERSPLAYGROUND SURFACINGPLANTING AREABUILDING FRONTAGEKEY MAPS7S8S9S10S11S12S13S14S15S16S17S18S19NOTES1.TYPE 1 BENCHES SHALL BE LANDSCAPE FORMS PARALLEL42 OR SIMILAR. TYPE 2 BENCHES SHALL BE KENNETH LYNCH& SONS 1939 WORLDS FAIR BENCH OR SIMILAR.2.CONCRETE PAVERS SHALL BE BORGERT BULOVAR PAVERSOR SIMILAR.3.PLAYGROUND SURFACING SHALL BE ENGINEERED WOODFIBER OR SIMILAR.
VAULT VAULTVAULT VAULTVAULT
VAULTVAULTVAULTVAULT PAPAPAPAPAPAPAPAPAPAPAPA6'PAPAPAPA60'60'60'BENCH TYPE 2ADDRESS SIGN - FINALCONFIGURATION TO BEAPPROVED BY SIGN PERMITADDRESS SIGN - FINALCONFIGURATION TO BEAPPROVED BY SIGN PERMITADDRESS SIGN - FINALCONFIGURATION TO BEAPPROVED BY SIGN PERMITUNDERGROUND WATERQUALITY STRUCTURE,SEE UTILITY PLANSLANDSCAPE/SEAT BOULDERS5'7'7'5'4LONGWOOD DRIVE(CONNECTOR LOCAL-ALT 1)WADE STREET(CONNECTOR LOCAL)2BLOCK 11567891112131417182010BLOCK 119BLOCK 156TRACT ATRACT CCALLEY 18(ALLEY)ALLEY 19(ALLEY-ALT 2)3151650' SANITARY SEWER AGREEMENTREC. #9808667320' UTILITY EASEMENTBK 1889, PG 512TO E. LARIMER CO.WATER DISTRICT75' DIVIDE CANAL AND RESERVOIRCOMPANY CORPORATIONBK 187, PG 163N. TIMBERLINE ROAD
(R.O.W. WIDTH VARIES)5' UTILESMT.UTIL. ESMT.UTIL. ESMT.EASTERLY LINE SW 1/4, SEC. 32, T8N, R68W, 6TH P.M.
(N00°33'32"W 2648.64')33' ELCOWATER ESMT.33' ELCOWATER ESMT.(REC. # )35' ELCO WATER ESMT.(REC. # )33' ELCOWATER ESMT.(REC. # )TRAIL EASEMENT(WIDTH VARIES)TRAIL EASEMENT(WIDTH VARIES)TRAIL EASEMENT(WIDTH VARIES)UTILITY EASEMENT(WIDTH VARIES)UTILITY EASEMENT(WIDTH VARIES)DRAINAGE &UTILITY EASEMENT(WIDTH VARIES)SIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTSIGHTDISTANCEEASEMENTPADEEP WOODS LANE
Sheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:53 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:S15Date:SITE PLAN
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
PHASE G
BASIC DEVELOPMENT REVIEW04/12/202317340N O R T H60'15'30'S C A L E : 1''= 3 0'LEGENDSITE BOUNDARYR.O.W.LOT LINEUTILITY EASEMENTMINIMUM SETBACK4" THICK STANDARD GRAY CONCRETECONCRETE PAVERSPLAYGROUND SURFACINGPLANTING AREABUILDING FRONTAGEKEY MAPS7S8S9S10S11S12S13S14S15S16S17S18S19NOTES1.TYPE 1 BENCHES SHALL BE LANDSCAPE FORMS PARALLEL42 OR SIMILAR. TYPE 2 BENCHES SHALL BE KENNETH LYNCH& SONS 1939 WORLDS FAIR BENCH OR SIMILAR.2.CONCRETE PAVERS SHALL BE BORGERT BULOVAR PAVERSOR SIMILAR.3.PLAYGROUND SURFACING SHALL BE ENGINEERED WOODFIBER OR SIMILAR.
100 YEARHIGHWATERLEVEL10 YEAR HIGHWATER LEVEL2 YEAR HIGHWATER LEVEL50' SANITARY SEWER AGREEMENTREC. #98086673EASTERLY LINE SW 1/4,SEC. 32, T8N, R68W, 6TH P.M.(N00°33'32"W 2648.64')DRAINAGE & UTILITY EASEMENT(WIDTH VARIES)PADEEP WOODS LANE
Sheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:53 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:S16Date:SITE PLAN
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
PHASE G
BASIC DEVELOPMENT REVIEW04/12/202317340N O R T H60'15'30'S C A L E : 1''= 3 0'LEGENDSITE BOUNDARYR.O.W.LOT LINEUTILITY EASEMENTMINIMUM SETBACK4" THICK STANDARD GRAY CONCRETECONCRETE PAVERSPLAYGROUND SURFACINGPLANTING AREABUILDING FRONTAGEKEY MAPS7S8S9S10S11S12S13S14S15S16S17S18S19NOTES1.TYPE 1 BENCHES SHALL BE LANDSCAPE FORMS PARALLEL42 OR SIMILAR. TYPE 2 BENCHES SHALL BE KENNETH LYNCH& SONS 1939 WORLDS FAIR BENCH OR SIMILAR.2.CONCRETE PAVERS SHALL BE BORGERT BULOVAR PAVERSOR SIMILAR.3.PLAYGROUND SURFACING SHALL BE ENGINEERED WOODFIBER OR SIMILAR.
100 YEAR HIGHWATER LEVEL10 YEAR HIGHWATER LEVEL2 YEAR HIGHWATER LEVELDRAINAGE &UTILITY EASEMENT(WIDTH VARIES)PADEEP WOODS LANE
Sheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:53 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:S17Date:SITE PLAN
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
PHASE G
BASIC DEVELOPMENT REVIEW04/12/202317340N O R T H60'15'30'S C A L E : 1''= 3 0'LEGENDSITE BOUNDARYR.O.W.LOT LINEUTILITY EASEMENTMINIMUM SETBACK4" THICK STANDARD GRAY CONCRETECONCRETE PAVERSPLAYGROUND SURFACINGPLANTING AREABUILDING FRONTAGEKEY MAPS7S8S9S10S11S12S13S14S15S16S17S18S19NOTES1.TYPE 1 BENCHES SHALL BE LANDSCAPE FORMS PARALLEL42 OR SIMILAR. TYPE 2 BENCHES SHALL BE KENNETH LYNCH& SONS 1939 WORLDS FAIR BENCH OR SIMILAR.2.CONCRETE PAVERS SHALL BE BORGERT BULOVAR PAVERSOR SIMILAR.3.PLAYGROUND SURFACING SHALL BE ENGINEERED WOODFIBER OR SIMILAR.
10 YEAR HIGHWATER LEVEL2 YEAR HIGHWATER LEVEL75' DIVIDE CANAL AND RESERVOIRCOMPANY CORPORATIONBK 187, PG 16350' SANITARY SEWER AGREEMENTREC. #9808667320' UTILITY EASEMENTBK 1889, PG 512TO E. LARIMER CO.WATER DISTRICTEASTERLY LINE SW 1/4,SEC. 32, T8N, R68W, 6TH P.M.(N00°33'32"W 2648.64')10' UTILITYEASEMENTDEEP WOODS LANE PASheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:53 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:S18Date:SITE PLAN
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
PHASE G
BASIC DEVELOPMENT REVIEW04/12/202317340N O R T H60'15'30'S C A L E : 1''= 3 0'KEY MAPLEGENDSITE BOUNDARYR.O.W.LOT LINEUTILITY EASEMENTMINIMUM SETBACK4" THICK STANDARD GRAY CONCRETECONCRETE PAVERSPLAYGROUND SURFACINGPLANTING AREABUILDING FRONTAGES7S8S9S10S11S12S13S14S15S16S17S18S19NOTES1.TYPE 1 BENCHES SHALL BE LANDSCAPE FORMS PARALLEL42 OR SIMILAR. TYPE 2 BENCHES SHALL BE KENNETH LYNCH& SONS 1939 WORLDS FAIR BENCH OR SIMILAR.2.CONCRETE PAVERS SHALL BE BORGERT BULOVAR PAVERSOR SIMILAR.3.PLAYGROUND SURFACING SHALL BE ENGINEERED WOODFIBER OR SIMILAR.
100 YEAR HIGHWATER LEVEL10 YEAR HIGHWATER LEVEL2 YEAR HIGHWATER LEVELDRAINAGE &UTILITY EASEMENT(WIDTH VARIES)PADEEP WOODS LANE
Sheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:53 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:S19Date:SITE PLAN
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
PHASE G
BASIC DEVELOPMENT REVIEW04/12/202317340N O R T H60'15'30'S C A L E : 1''= 3 0'LEGENDSITE BOUNDARYR.O.W.LOT LINEUTILITY EASEMENTMINIMUM SETBACK4" THICK STANDARD GRAY CONCRETECONCRETE PAVERSPLAYGROUND SURFACINGPLANTING AREABUILDING FRONTAGEKEY MAPS7S8S9S10S11S12S13S14S15S16S17S18S19NOTES1.TYPE 1 BENCHES SHALL BE LANDSCAPE FORMS PARALLEL42 OR SIMILAR. TYPE 2 BENCHES SHALL BE KENNETH LYNCH& SONS 1939 WORLDS FAIR BENCH OR SIMILAR.2.CONCRETE PAVERS SHALL BE BORGERT BULOVAR PAVERSOR SIMILAR.3.PLAYGROUND SURFACING SHALL BE ENGINEERED WOODFIBER OR SIMILAR.
4"SLOPE TO DRAINSEE CIVILCRUSHER FINESCOMPACTED SUBGRADE,RE: GEOTECHFINISHED GRADE, SEE GRADING PLANCRUSHER FINES SHALL BE FLUSH WITHADJACENT FINISH GRADE / TRAIL8"8"8"
4"4"
8"
TYP.
LAP
TYP.
LAP
5'8" x 8" TREATED TIMBERS (BROWN)8"8"16"2'-2"2'-2"4"1'-10"1'-10"1'-10"SEE TYP.SECTIONSPLANTER SECTIONELEVATION4-6"
1"30" long (min.) #5 REBAR,COUNTERSUNK APPROX.1", CENTER ON TIMBERAT 4" FROM END20" PLANTING MIX
TYPICAL PLANPLANTING MIX# 5 REBARLOCATIONS, TYP.CRUSHER FINESBRANCHES REMOVED AND SANDED SMOOTH TO NO SHARP EDGES.REMOVE LOOSE AND OR ROTTED LIMBSTRUNK CUT AND EDGESSANDED SMOOTHPARTIALLY BURY TRUNK AND LIMBSCONCRETE ANCHOR, 2 PER PLAY LOG, TYP.2'1' DIA.CORE DRILL HOLE FOR CHAIN CONNECTION, PASS CHAINTHROUGH HOLE AND WRAP AROUND BOTTOM OF TRUNK TOCONNECT CHAIN TO ITSELF UNDER TRUNKEMBED 10" OF CHAIN INTO CONCRETE. WELD 4" X #4 REBAR TOLOWEST LINK TO SECURE CHAIN IN CONCRETEUSE WEATHERING STEEL CHAIN SUITABLE FOR UNDERWATER USE.1' MIN.NOTE:1.DUCKBILL EARTH ANCHOR AND CABLE CAN BEUSED TO ANCHOR LOG IN LIEU OF CHAIN ANDCONCRETE ANCHORS. (2) LOCATIONS MINIMUMPER PLAY LOG.8" MIN DIA.BRANCHING18" MIN. DIA.TRUNKSAFETY SURFACINGSEE PLANSSALVAGED LOGS - VARIABLE DIAMETER (MIN. 8" TO 10"). CHAMFEREXPOSED - TOP EDGE AND SET PLUMB TO EACH OTHER.DIRECT BURY DEPTH A MIN, OF 12" BELOW FINISH GRADE.SECURE INDIVIDUAL STEP LOGS TO ADJACENT STEP LOGUTILIZING 6" MIN. TIMBERLOK EXTERIOR WOOD SCREWSOVERALL HEIGHT VARIESVARIABLE RISER HEIGHTS- 4" MIN. TO 16" MAX.BUTT STEP LOGS TIGHTLY AGAINST THEADJACENT LOG.FILL GAPS BTWN. LOGS WITH CRUSHERFINE MATERIAL, TO WITHIN 1" BELOWTREAD / TOP OF LOGSEE PLAN FOR ADJACENTSURFACING MATERIALRE: SITE PLAN FOR OVERALL FOOTPRINTPROPOSED GRADE ADJACENT 1'TREADDEPTH3' ABOVE NOSEOF TREAD, TYP.LINE OF NOSINGAT TOP RISER3'2" DIA. GALVANIZED ANDPOWDERCOAT STEEL PIPERAILING, SEE NOTES FORADDITIONAL FINISH INFORMATIONCORE DRILL FILL WITHNON-SHRINKING GROUT, FLUSHW/ CONCRETE, 6" EMBED. MIN.CAULK 3/4" DEEP, COLOR TOMATCH ADJACENT CONCRETECORE DRILL AND FILL WITHNON-SHRINKING GROUT,FLUSH W/ CONCRETE, 6"EMBED. MIN. CAULK 3/4"DEEP, COLOR TO MATCHADJACENT CONCRETEFINISH GRADE, SEE SITEPLAN FOR SURFACE TYPEPROVIDE CONCRETEFOOTING WHERECRUSHER FINESARE PRESENT.EMBED POST INCONCRETE WHEREPAVEMENT ISCALLED FOR2'8" DIA.BOULDER STEP, TYP.TREADDEPTHSLOPE,TYP.5' MAXPOST SPACINGRAIL SLOPE SHALLMATCH STAIR SLOPE6" MIN.OVERLAP 1/3 OF BOULDERSTEP MIN., WHERE APPLICABLETREAD DEPTH, SEE SITEPLAN AND SECTIONSRISER HEIGHT, SEE SITEPLAN AND SECTIONSFLUSH, TYP.COMPACTED SUBGRADE,RE: GEOTECH3" SS DOWEL, EMBED 1-1/2" INTO TOP ANDBOTTOM STONE STEP, SECURE WITH EPOXY,PROVIDE (2) PER STONE CONNECTION1'3' ABOVE NOSE
OF TREAD, TYP.LINE OF NOSINGAT TOP RISER3'
2'8" DIA.BOULDER STEP, TYP.SLOPE,TYP.EQ.RAIL SLOPE SHALLMATCH STAIR SLOPEFLUSH, TYP.EQ.1'3' ABOVE NOSE
OF TREAD, TYP.LINE OF NOSINGAT TOP RISER3'
2'8" DIA.BOULDER STEP, TYP.SLOPE,TYP.EQ.RAIL SLOPE SHALLMATCH STAIR SLOPEFLUSH, TYP.EQ.VARIES, SEE PLANVARIES, SEE PLANCRUSHER FINESCRUSHER FINESCRUSHER FINES3'-2"FINISHED WALL, RE: CIVIL/SITEPLAN, SECTIONS AND GRADINGPLAN FOR CONDITION5' MAX.SEE SECTIONSRADIUS TOPCORNERS OFHANDRAIL ASSHOWN, TYP.334" TYP.33
4"
TYP.1-1/2" SQ. x 3/16" THK. TUBE POSTS, ANDTOP & BOTTOM RAIL, GALVANIZED1/2" SQ. x 11ga. THK. PICKETS,GALVANIZED, SPACES BETWEEN PICKETSSHALL NOT EXCEED 3-7/8"SURFACE-MOUNT RAILING,CENTERED ON WALL, SEE POSTMOUNTING PLATE DETAILELEVATION6"6"POST MOUNTING PLATE1/2" THICK STEEL MOUNTING PLATE,CENTER POSTS AND WELD PRIORTO GALVANIZATIONSLIGHTLY ROUND CORNERS ANDTOP EDGES OF MOUNTING PLATEFOR SAFETY(4) ANCHOR HOLES IN MOUNTINGPLATE, DRILL ANCHOR HOLESPRIOR TO GALVANIZATION(4) 1/2" DIA. SIMPSON SS TITAN HDSCREW ANCHORS, EMBED 3-5/8".PROVIDE 2-1/2" MIN. DISTANCEFROM ANCHOR CENTERLINE TOEDGE OF CONCRETE.1"TYP.1"
TYP.HANDRAIL (ABOVE)SET RAILING POST 4"FROM EDGE OF WALLSheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:54 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:S20Date:SITE DETAILS
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
PHASE G
BASIC DEVELOPMENT REVIEW04/12/20231734SCALE:1-1/2"=1'-0"4CRUSHER FINESSCALE:1/4"=1'-0"3NATURAL PLAY LOGSCALE:3/4"=1'-0"6RAISED GARDEN PLANTERSSCALE:1/2"=1'-0"2STUMP STEPPERSSCALE:1/2"=1'-0"1STONE STEPSSCALE:1/2"=1'-0"5GUARDRAIL
FINISHED GRADE,SEE GRADING PLANS2% MAX.VARIES: 6" MIN.SEE SITE PLANCOMPACTED SUBGRADEBELOW BOULDERS, TYP.WETLAND AREASSEE LANDSCAPE AND GRADING PLANCRUSHER FINES PATH,SEE SITE PLANVARIES, SEE
SITE PLAN NOTES:1.BOULDERS ARE INTENDED TO BE STEPPED ON. TOP OF BOULDER SHALL BE FREE OF CRACKS, REMOVE SHARP EDGES/CORNERS2.CONTRACTOR SHALL SUBMIT PHOTOS OF BOULDERS AT QUARRY FOR OWNER'S REPRESENTATIVE TO REVIEW AND APPROVE PRIOR TO DELIVERYON SITE. INCLUDE A RULER IN THE PHOTO FOR SCALE. REFER TO GRADING PLAN FOR HEIGHTS OF BOULDERS, FACTORING IN BURYING BOULDERPER DETAIL BELOW3.BOULDER LOCATIONS SHALL BE STAKED IN THE FIELD FOR REVIEW. OWNER'S REPRESENTATIVE SHALL REVIEW AND APPROVE BOULDERLOCATIONS PRIOR TO PLACEMENT4.REFER TO SITE PLAN FOR LOCATION OF STEPPING STONESBURY 6" OF BOULDER MIN.,AS MEASURED FROMFINISHED GRADEON 'DOWNHILL'SIDE OF BOULDER, TYP.COLORADO BUFF SANDSTONE BOULDER/SLAB,TOP OF BOULDER SHALL SLOPE TO DRAIN2'- 4' VARIES4"-6" BOULDER SLABS WHERESLOPE IS 2% OR LESS2" TYP.SECTIONSLOPE TO DRAINCRUSHER FINESTYP.AGGREGATE BASE COURSE;MIN. 3/8" MINUS; SET INMINIMUM OF 6" LIFTSLYONS RED SANDSTONEBASE STEP; MIN. 24" DEPTH,14" HEIGHT; LENGTH VARIESGEOTEXTILE FABRIC8"MIN.1'-6"LYONS RED SANDSTONE STEPS; MIN.24" DEPTH; HEIGHT AND LENGTHVARIES - SEE PLAN6"MIN.6"MIN.COMPACTED SUBGRADE6"MIN.6"MIN.8"-12" STEP HEIGHT2'MIN.SEE GRADING PLAN FOR PROPOSEDSTEP ELEVATIONS; ADJUST ASNECESSARY PER STONESECTIONNATIVE SEED,, RE: LANDSCAPE PLANS2'-6" MIN.COMPACTED SUBGRADE PER GEOTECH REPORT NOTES:1.CONTRACTOR SHALL SUBMITPHOTO OF BOULDER AT QUARRYFOR OWNER'S REPRESENTATIVETO REVIEW AND APPROVE PRIORTO DELIVERY ON SITE. INCLUDE ARULER IN THE PHOTO FOR SCALE.2.BOULDER LOCATION SHALL BESTAKED FOR REVIEW. OWNER'SREPRESENTATIVE SHALL REVIEWAND APPROVE BOULDER LOCATIONPRIOR TO PLACEMENT.3.REMOVE SHARP/DANGEROUSEDGES/CORNERS WITH HAMMERFOR SAFETY.9"
3' MIN.VARIES 4'-8'COLORADO BUFF SANDSTONE BOULDER. INSTALLBOULDER PLUMB.6"CONCRETE FOOTING RE: STRUCTURALREBAR LAYOUT RE: STUCTURALBURY 1 4 OF
BOULDER, MIN.
AS MEASURED FROM
ADJACENT
FINISHED SURFACE
VARIES
SECTIONBOULDERPLACE MOST ATTRACTIVE FACETOWARDS NEAREST PEDESTRIAN AREACONCRETE OR LANDSCAPE, REFERTO PLANSCOMPACTED SUBGRADE (95 SPD)TOP SHALL BE RELATIVELY FLAT, SLOPESLIGHTLY TO DRAIN6"
51
2"7"3"3"3'-6"24"6x6 ROUGH SAWN CEDAR POSTS w/45 DEG. CHAMFER AT FRONT EDGE3"2x6 ROUGH SAWN CEDAR RAILS,TYP. - 2 - 6" LAG BOLTS w/WASHERS AT EACH POST6x6 ROUGH SAWN CEDAR POSTCONCRETE POST FOOTERNEW SIDEWALKCOMPACTED SUBGRADE, RE:GEO-TECH REPORT18"w. CONC. MOW BANDCOMPACTED SUBGRADEFINISH GRADE3'-6"12"2x6 ROUGH SAWN CEDAR RAILS.FASTEN W/ 2 - 6" LAG BOLTS w/WASHERS PER EA. END, TYP.24"CONCRETE POST FOOTER7"8'AASheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:54 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:S21Date:SITE DETAILS
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
PHASE G
BASIC DEVELOPMENT REVIEW04/12/20231734SCALE:1/2"=1'-0"1BOULDER DETENTION CROSSINGSCALE:3/4"=1'-0"2BOULDER STEPSSCALE:3/4"=1'-0"3VERTICAL BOULDERSCALE:3/4"=1'-0"5LANDSCAPE AND SEAT BOULDERSCALE:NTS4TYPE 1 FENCING - COMMUNITY GARDEN
5'SIDEWALKGREENWAY - VARIES5'SIDEWALK6"PLANTINGSPLANTINGSCOBBLE MULCHRAIN GARDENMEDIA, RE: CIVILRAIN GARDEN - VARIESSECTION A-A1'-6" (RAINGARDENSURFACE)SCALE: 1/2"=1'-0"BOARDWALK ABUTMENT AT SIDEWALKSECTION B-BDECKING4" X 8"3" x 6" x 1/4"thk. SS ANGLE BRACKET ATEACH JOIST LOCATION BOTH SIDES, BOLTTO JOIST USING (4) 1/4"dia. x 3" MACHINEBOLTS WITH NUTS AND WASHERS(2) 1/2" dia x 8" x 2" THREADEDANCHOR BOLTS AT EACHANGLE BRACKETCONCRETE WALK WITHTHICKENED EDGEPROVIDE 1/2" GAP BETWEEN TOP OFCONCRETE PEDESTAL AND BOTTOM OFJOIST AS SHOWN; SLOPE TOP OFPEDESTAL TO DRAIN#4 @16" C/C DOWELS, EACH FACE12" DIA. FRICTION PIER#4 @ 16" C/C EACH FACE, HORIZFLUSH6"6"3'1/4" GAP BETWEENCONCRETE WALK ANDBOARDWALK2" X 4" @16"TOE RAIL, CHAMFER WHERERAIL ABUTS SIDEWALKROW
1'-4"ABUTMENT CAP10'-0" MIN.SCALE: 1/2"=1'-0"4" x 8" PRESSURE TREATEDDOUGLAS FIR CAP AT CONCRETEFRICTION PIER4" X 8" PRESSURE TREATED DOUGLASFIR JOIST, SECURE TO EACH CAP WITHGALV JOIST HANGER BOTH SIDES1" IPE DECKING(2) STEEL CONNECTOR, SIMPSONPOST (BEAM) BASE PBB 44A OR EQUAL3'CONCRETE FRICTION PIER1'-6" (℄ OFRAINGARDEN)10'-0" MIN.BOARDWALK CROSS SECTIONTYPE 1SECTION C-CTOE RAIL2" x 4" PRESSURE TREATEDDOUGLAS FIR STRINGERS @16" O.C. BETWEEN JOIST4" x 8" PRESSURE TREATEDDOUGLAS FIR CAP AT CONCRETEFRICTION PIER4" X 8" PRESSURE TREATED DOUGLASFIR JOIST @ 12" O.C. MAX, SECURE TOEACH CAP WITH GALV JOIST HANGERBOTH SIDES1" IPE DECKING(2) STEEL CONNECTOR, SIMPSONPOST (BEAM) BASE PBB 44A OR EQUAL5'12" CONCRETE FRICTION PIER1'-6" (℄ OFRAINGARDEN)TOE RAILMOUNT 6 x 6 x 0.375GALVANIZED ANGLE TOFRICTION PILE, GRINDCONCRETE TO BEARANGLE FLUSH (TYP.)5" x 0.75" TIMBER LAGSCREW (TYP.)0.5" DRILLED AND EPOXIEDANCHOR (TYP.)10'-0" MIN.BOARDWALK CROSS SECTIONTYPE 2SECTION D-DBOARDWALK CROSSING, SEEDETAILS FOR PEDESTAL LAYOUT(2) STEEL CONNECTOR, SIMPSONPOST (BEAM) BASE PBB 44A OR EQUAL(4) #3 VERT BARSFINISH GRADE (BOTTOM OF RAINGARDEN OR DETENTION)9 GAGE WIRE TIES AT 8" C/C,PLACE (3) IN TOP 12" c = 4000 PSI MIN.w/ ENTRAINED AIR12" DIA FRICTION PIERFRICTION PIERLAYOUT 1LAYOUT 2LAYOUT 3LAYOUT 4LAYOUT 53'5'4'6'12" DIA. CONCRETEFRICTION PIERBOARDWALK ABUTMENTSSCALE: 1/2"=1'-0"Sheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:54 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:S22Date:BOARDWALK DETAILS
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
PHASE G
BASIC DEVELOPMENT REVIEW04/12/20231734SCALE:NTS1BOARDWALK AT RAIN GARDENSSCALE:NTS2BOARDWALK LAYOUT KEY MAPN O R T H
3'5'13'11'-6"4'-6"8'-234"12'-6716"3'TOE RAIL1" IPE DECKING, RUN PLANKS PARALLELWITH DIRECTION OF TRAVEL, AS SHOWNTOE RAIL1" IPE DECKING, RUN PLANKS PARALLELWITH DIRECTION OF TRAVEL, AS SHOWNBOARDWALK CROSSSECTION - TYPE 1,SECTION C-CSECTION A-ABOARDWALK CROSSSECTION - TYPE 1,SECTION D-DBOARDWALK ABUTMENT ATSIDEWALK, SECTION B-B1'-4"CAP, TYP.BEAM, TYP.FRICTION PIER, TYP.STRINGERS @ 16", TYP.ABUTMENTRAINGARDEN &PLANTING AREA,RE: LANDSCAPE PLANSRAINGARDEN &PLANTING AREA,RE: LANDSCAPE PLANSRAINGARDEN &PLANTING AREA,RE: LANDSCAPE PLANSRAINGARDEN &PLANTING AREA,RE: LANDSCAPE PLANSSheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:54 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:S23Date:BOARDWALK DETAILS
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
PHASE G
BASIC DEVELOPMENT REVIEW04/12/20231734SCALE:1/4"=1'-0"1LAYOUT 1 FRAMING PLANSCALE:1/4"=1'-0"2LAYOUT 1 DECKING PLANN O R T H
BOARDWALK CROSSSECTION - TYPE 1,SECTION C-CSECTION A-ABOARDWALK ABUTMENT ATSIDEWALK, SECTION B-B1'-6"ABUTMENTCAP, TYP.BEAM, TYP.FRICTION PIER, TYP.STRINGERS @ 16", TYP.ABUTMENT12'-4"RAINGARDEN &PLANTING AREA,RE: LANDSCAPE PLANSRAINGARDEN &PLANTING AREA,RE: LANDSCAPE PLANSRAINGARDEN &PLANTING AREA,RE: LANDSCAPE PLANSBOARDWALK CROSSSECTION - TYPE 1,SECTION C-CSECTION A-ABOARDWALK ABUTMENT ATSIDEWALK, SECTION B-B1'-4"CAP, TYP.CAP, TYP.BEAM, TYP.BEAM, TYP.FRICTION PIER, TYP.STRINGERS @ 16", TYP.ABUTMENTRAINGARDEN &PLANTING AREA,RE: LANDSCAPE PLANSRAINGARDEN &PLANTING AREA,RE: LANDSCAPE PLANSRAINGARDEN &PLANTING AREA,RE: LANDSCAPE PLANS3'10'-6"9'-515
16"5'17'-1112"TOE RAIL1" IPE DECKING, RUN PLANKS PARALLELWITH DIRECTION OF TRAVEL, AS SHOWN13'-012"18'2'-714"11'-10316"TOE RAIL1" IPE DECKING, RUN PLANKSPARALLEL WITH DIRECTIONOF TRAVEL, AS SHOWN5'-01516"Sheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:54 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:S24Date:BOARDWALK DETAILS
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
PHASE G
BASIC DEVELOPMENT REVIEW04/12/20231734SCALE:1/4"=1'-0"1LAYOUT 2 FRAMING PLANSCALE:1/4"=1'-0"2LAYOUT 2 DECKING PLANSCALE:1/4"=1'-0"3LAYOUT 3 FRAMING PLANSCALE:1/4"=1'-0"4LAYOUT 3 DECKING PLANN O R T H
BOARDWALK ABUTMENTAT SIDEWALK, SECTION B-BBOARDWALK CROSSSECTION - TYPE 1,SECTION C-CSECTION A-ASTRINGERS @ 16", TYP.BEAM, TYP.CAP, TYP.FRICTION PIER, TYP.BEAM, TYP.CAP, TYP.ABUTMENT12'-4"RAINGARDEN &PLANTING AREA,RE: LANDSCAPE PLANSRAINGARDEN &PLANTING AREA,RE: LANDSCAPE PLANSBOARDWALK ABUTMENTAT SIDEWALK,SECTION B-BBOARDWALK CROSSSECTION - TYPE 1,SECTION C-CSECTION A-ABOARDWALK CROSSSECTION - TYPE 1,SECTION C-CSECTION A-AFRICTION PIER, TYP.ABUTMENTBEAM, TYP.CAP, TYP.12'-4"37.02 SFLL = 90 PSFDECK SWELF WEIGHTBEAM SELF WEIGHTBEAM, TYP.CAP, TYP.BEAM, TYP.CAP, TYP.CAP, TYP.FRICTION PIER, TYP.STRINGERS @ 16", TYP.ABUTMENTRAINGARDEN &PLANTING AREA,RE: LANDSCAPE PLANSRAINGARDEN &PLANTING AREA,RE: LANDSCAPE PLANSRAINGARDEN &PLANTING AREA,RE: LANDSCAPE PLANS3'3'-578"TOE RAIL1" IPE DECKING, RUN PLANKS PARALLELWITH DIRECTION OF TRAVEL, AS SHOWN11'-31316"18'5'-6"6'-9116"3'3'TOE RAIL1" IPE DECKING, RUN PLANKS PARALLELWITH DIRECTION OF TRAVEL, AS SHOWNSheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:54 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:S25Date:BOARDWALK DETAILS
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
PHASE G
BASIC DEVELOPMENT REVIEW04/12/20231734SCALE:1/4"=1'-0"1LAYOUT 4 FRAMING PLANSCALE:1/4"=1'-0"2LAYOUT 4 DECKING PLANSCALE:1/4"=1'-0"3LAYOUT 5 FRAMING PLANSCALE:1/4"=1'-0"4LAYOUT 5 DECKING PLANN O R T H
BOARDWALK CROSSSECTION - TYPE 2,SECTION F-FJOISTS @ CONCRETEFRICTION PIERS, TYP.CONCRETE FRICTIONPIERS (BELOW), TYP.CAP (BELOW)10' MAX10'ABUTMENTAT LARGEBOARDWALK,SECTION E-ERAINGARDEN &PLANTING AREA,RE: LANDSCAPE PLANSRAINGARDEN &PLANTING AREA,RE: LANDSCAPE PLANSJOIST OR BEAM, SEE BOARDWALKLAYOUT PLANFASTEN POSTS TO JOIST OR BEAMUSING (2) 1/2" DIA. GALV. BOLTSWITH NUT AND WASHERS4 X 4 POST, PRESSURE TREATEDDOUGLAS FIR (#1 OR BETTER)2" X 6" RAIL, PRESSURE TREATEDDOUGLAS FIR, TYPICAL2" X 8" COMPOSITE HANDRAIL CAP, MITRECORNER JOINTS, FASTEN RAIL CAP TO EACHPOST USING TWO 1/8" DIA. X 3" LAG SCREWSHANDRAIL3'1" IPE DECKING4" X 8" BEAM3" x 6" x 1/4"thk. SS ANGLE BRACKET ATEACH JOIST LOCATION BOTH SIDES, BOLTTO JOIST USING (4) 1/4"dia. x 3" MACHINEBOLTS WITH NUTS AND WASHERS(2) 1/2" dia x 8" x 2" THREADED ANCHORBOLTS AT EACH ANGLE BRACKETSANDSTONE BOULDERSTEPS, MIN. 24" DEPTH;HEIGHT AND LENGTHVARIES,PROVIDE 1/2" GAP BETWEEN TOP OFCONCRETE PEDESTAL AND BOTTOM OFJOIST AS SHOWN; SLOPE TOP OFPEDESTAL TO DRAIN#4 @16" C/C DOWELS, EACH FACE12" DIA. FRICTION PIER (TYP.)#4 @ 16" C/C EACH FACE, HORIZ6"1'-6"1/4" GAP BETWEEN CONCRETE AND BOARDWALK2" X 4" STRINGERHANDRAILFLUSHCRUSHER FINES TRAILAGGREGATE BASE COURSE;MIN. 3/8" MINUS; SET INMINIMUM OF 6" LIFTSGEOTEXTILE FABRICCOMPACTED SUBGRADE8"1'-6"6"6"6"SLOPE TO DRAIN6"-8"6"ABUTMENT AT LARGE BOARDWALKSECTION E-ESCALE: 1/2"=1'-0"3'-6"3'3'-6"2'6'2'10'10'-0" MIN.12" DIA. FRICTION PIER (TYP.)4" X 8" PRESSURE TREATED DOUGLASFIR JOIST @ CONCRETE FRICTION PIERS(4) 4" X 8" PRESSURE TREATED DOUGLASFIR BEAM, SECURE TO EACH CAP WITHGALV. JOIST HANGER BOTH SIDES1" IPE DEACKING2" X 4" PRESSURE TREATEDDOUGLAS FIR STRINGERS @16" O.C. BETWEEN JOIST0.5" DRILLED AND EPOXIEDANCHOR (TYP.)MOUNT 6 x 6 x 0.375 x 4" LONGGALVANIZED ANGLE TOFRICTION PILE, GRIND CRETETO BEAR ANGLE FLUSH (TYP.)2" X 4" TIMBER LAG SCREW (TYP.)BOARDWALK CROSS SECTIONTYPE 2SECTION F-FSheet Number:Project Number:Project:
Client:1603 Oakridge Drive, Suite 100Fort Collins, CO 80525p. (970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignMaster PlanningC:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\MONTAVA PHASE ONE PDP\DRAWINGS\ACAD\BDR\DWG\1734-SITE_PHASE G.DWGPlot Date:4/12/2023 10:54 AM Plotted By: Mollie BredehoftDate Created:4/12/2023
Produced by:Date:Revision:S26Date:BOARDWALK DETAILS
MONTAVA SUBDIVISION PHASE G
HF2M | COLORADO
PHASE G
BASIC DEVELOPMENT REVIEW04/12/20231734SCALE:1/2"=1'-0"2ENTRY BOARDWALK SECTIONSCALE:1/4"=1'-0"1ENTRY BOARDWALK DECKING PLANN O R T H