HomeMy WebLinkAboutPOWERHOUSE 2 - FDP220015 - SUBMITTAL DOCUMENTS - ROUND 1 - SITE PLANSheet Number:Project Number:Project:
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C:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\POWERHOUSE 2\DRAWINGS\ACAD\FDP\DWG\2057_SITE PLAN.DWGPlot Date:12/14/2022 8:50 AM Plotted By: Mollie BredehoftDate Created:12/13/2022
Produced by:Date:Revision:S0Date:111 S. Meldrum St, Suite 110Fort Collins, CO 80521(970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignPlanningCOVER SHEET
POWERHOUSE 2
CLIMATE SOLUTIONS CAMPUS
FINAL DESIGN REVIEW12/14/20222057SHEET S0COVER SHEETPLANNING 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______________________________________________ AddressPOWERHOUSE 2 CLIMATE SOLUTIONS CAMPUS NOT TO SCALEVICINITY MAPSHEET S1 SITE PLANSHEET S3HARDSCAPE DETAILSLAND USE DATAA PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 1, TOWNSHIP 7 NORTH,RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO1.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 CHANGESTO 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 ACCOMPLISHSUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS ANDPLUMBING 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.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 SHARPCUT-OFF CAPABILITY 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 BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODEUNLESS A SPECIFIC VARIANCE IS GRANTED BY THE CITY.8.FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN 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 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 CROSSSLOPE.11.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 THEPROPERTY 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.12.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 FINALPLANS, ALL ONGOING 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 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 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 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 THISPROJECT, 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 ISSUANCEOF 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 CODEOFFICIAL, 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 PROHIBITTHE 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 TOPROVIDE 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. UNLESSTHE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY-FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATIONPLACED 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. WHEREACCESS 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.18.NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE.SITE PLAN NOTES:PHASE GPROJECTBOUNDARYNOT TO SCALECONTEXT MAPLAKE CANALE VINE DRIVEN COLLEGE AVENUE
JEROME STREETPOUDRE RIVERWHITEWATER PARKEXISTING ZONING: DOWNTOWN INNOVATION SUBDISTRICTPROPOSED ZONING: DOWNTOWN INNOVATION SUBDISTRICTPROPOSED USE: COMMERCIALSITE AREAGROSS SITE AREA216,622 SF (4.97 ACRES)EXISTING RIGHT OF WAY15,335 SFPROPOSED RIGHT OF WAY DEDICATION 10,456 SFPROPOSED RIGHT OF WAY VACATION1,356 SFNET SITE AREA192,187 SF (4.41 ACRES)BUILDINGGROSS BUILDING GROSS SQ FT 165,898 SFFLOOR AREA RATIO 0.86NUMBER OF BUILDING STORIES FIVE (5) STORIESAMOUNT AND TYPE OF COMMERCIAL SPACE:OFFICE SPACE 39,268 SFCONFERENCE SPACE 5,980 SFLAB SPACE 79,694 SFCAFE 1,138 SFRETAIL / LOCAL FOOD MARKET 5,374 SFBUILDING SUPPORT 5,103 SFCIRCULATION 29,341 SFSITE COVERAGEBUILDING COVERAGE 38,502 SQ FTPARKING AND DRIVE AREA 58,300 SQ FTSTORM DETENTION AREA 17,911 SQ FTLANDSCAPE AREA 46,744 SQ FTPATIOS / UTILITY ENCLOSURES 39,800 SQ FTAUTOMOBILE PARKINGOFF-STREET PARKING SPACES: 161 (154 STANDARD, 7 ACCESSIBLE)ON-STREET PARKING SPACES: 12BIKE PARKINGFIXED BIKE PARKING ON SITE40SECURE/COVERED BIKE PARKING (ON SITE)73COVERED BIKE PARKING (IN BUILDING) 8LAKE CANAL APPROVAL______________________________________________ APPROVED BY THE LAKE CANAL BOARD CHAIRPERSON ON THIS _____ DAY OF__________________, 20_____,ChairpersonSHEET INDEXSHEET S2CRITICAL FACILITY AND FLOODPLAIN NOTES
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GGEEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /STSTSTSTSTSTVAULTELECGASSS
SDFL. TO FL.50'-1112"EXST ROW. TO ROW.89'-912"POUDRE RIVER WHITEWATER PARKZONING: DOWNTOWN DISTRICTCITY OF FORT COLLINSSTORMWATERZONING: DOWNTOWN DISTRICTJERMONE ST LLCZONING: COMMUNITY COMMERCIALFIRST CASH FINANCIALSERVICESZONING: SERVICECOMMERCIAL DISTRICTPOWERHOUSE 2 CLIMATE SOLUTIONS CAMPUSPROPOSED BUILDING FOOTPRINTGROSS FLOOR AREA: 165,898 SFNUMBER OF STORIES: FIVE (5) STORIESBIKE PARKING(10 SPACES)BIKE PARKING(30 SPACES)WEST LOT(28) STANARD SPACES(2) ADA STALLSEAST LOT(126) STANDARD SPACES(5) ADA STALLS27'15'-412"8'8'8'24'17'
17'24'17'15'17'24'17'9'5'8'8'9'9'17'23'9'10'6'6'10'DETENTION POND,RE: CIVILEXISTING TREES TO REMAIN, TYP.SEE TREE MITIGATION PLANSOUTDOOR CLASSROOM(8) ON-STREETPARKING STALLS(4) ON-STREET PARKING STALLSADA RAMP, TYP.RE: CIVILSOLAR PARKING SHADESTRUCTURE, TYP.SERVICEYARD WITH 8'MASONRYWALLS, RE:ARCH DWGSPROPOSED ROW LINE &FDP BOUNDARYROW LINE24'24'SITE RETAINING WALLS, TYP.ACCESSIBLE RAMPSTEPS / RAILSSTEPS / RAILSPLANTING AREA, TYP.ADA RAMP / RAILSSTEPS / RAILS10'23'-3"RAIN GARDENS, RE:LANDSCAPE & CIVIL50' ZONE, MEASURED FROMEXISTING TREE DRIP-LINE33'-3"
31'-01
2"CATENARY LIGHTS, CABLES,AND POSTS, RE: LIGHTING PLANLIGHT, TYP.RE: LIGHTING PLANTREE PLANTER, TYP.STEPS / RAILSSTEPS / RAILSACCESSIBE RAMPADA RAMP, TYP.RE: CIVILMORAK KAREN LLCZONING: DOWNTOWN DISTRICTPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPA6'16'-512"20'-512"MODIFIEDTYPE III BUSSTOPRAIN GARDEN, RE:LANDSCAPE & CIVILADA RAMP, TYP.RE: CIVILADA RAMP, TYP.RE: CIVILTRAIL CROSSING WITHPAINTED CROSSWALKRE: CIVILEXISTING TRAILACCESS POINTFLOODPLAINTOP OF DITCH,RE: CIVILEXISTING TREE DRIP-LINE (DASHED LINE)42'-9"TRANSFORMEREMERGENCY VEHICLEACCESS ONLYEMERGENCY VEHICLEACCESS GATE, SEEDETAIL SHEET S35'2'2'
2'NATURAL HABITATBUFFER ZONE LINETRASH &RECYCLINGENCLOSURE,RE: ARCH DWGS22'-8"
11'-11
2"PROPOSED LAKE CANAL EASEMENT100 YRFLOODPLAIN500 YRFLOODPLAINNATURAL HABITATBUFFER ZONE LINE(5) FREESTANDINGMASONRY COLUMNSPAPAN. COLLEGE AVENUEARTERIAL 4-LANE
JEROME STREET
COLLECTOR 2-LANEE. VINE DRIVEARTERIAL 2-LANE LAKE CANALLAKE CANAL CENTERLINEINTERLOCKINGPAVERSINTERLOCKINGPAVERS58'-111
2"
28'-2"
40'-7"
41'-81
2"
42'-51
2"
33'-3"53'-412"FULL MOVEMENTACCESSFULL MOVEMENTACCESSDETACHEDSIDEWALK INPUBLIC ACCESSEASEMENTPUBLIC TRAIL INPUBLICACCESSEASEMENT,TRAILOWNED ANDMAINTAINEDBY CITY OFFORT COLLINS32'-71
2"PROPOSEDSTREETLIGHTPROPOSEDSTREETLIGHTRELOCATEDSTREETLIGHT28'-01
2"
50'22'-012"PA46'-91
2"
40'-101
2"
46'-91
2"EV CHARGINGSTATIONS24'17'17'9'STEPS / RAILSCOVERED & SECUREDBIKE PARKING, RE: ARCH.CRUSHER-FINESPOND OVERLOOKBOULDERRETAINING WALL6'RRFB PEDESTRIAN CROSSINGSIGNAL RE: CIVILEXISTING TRAILPACRUSHER-FINESPOND OVERLOOKEXISTING FIREHYDRANT TOREMAINPAINTED CROSS-WALK RE: CIVILDETACHEDSIDEWALK INPUBLIC ACCESSEASEMENTEXISTING RAMP TO BE RECONSTRUCTED FORADA COMPLIANCE AND 40,000 LB VEHICLERATINGADA RAMP WITH 40,000 LB VEHICLE RATINGOFF SITE SANITARY SEWER CONNECTIONIN 30' EASEMENT, RE: PLAT AND UTILITY PLANSLAKE CANAL ACCESS,ROLLOVERCURB, RE: CIVILPROPOSEDSANITARYSEWER, RE:UTILITY PLANRRFB PEDESTRIAN CROSSINGSIGNAL RE: CIVILPAPAPAPARAIN GARDENS, RE:LANDSCAPE & CIVILSANDSTONE PAVERSAT BUILDING ENTRIES6'7'-9"
6'10'8'-6"ELECTRIC METERSheet Number:Project Number:Project:
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C:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\POWERHOUSE 2\DRAWINGS\ACAD\FDP\DWG\2057_SITE PLAN.DWGPlot Date:12/14/2022 8:50 AM Plotted By: Mollie BredehoftDate Created:12/13/2022
Produced by:Date:Revision:S1Date:111 S. Meldrum St, Suite 110Fort Collins, CO 80521(970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignPlanningSITE PLAN
POWERHOUSE 2
CLIMATE SOLUTIONS CAMPUS
FINAL DESIGN REVIEW12/14/20222057LEGENDTABLES & CHAIRSBIKE RACKSPICNIC TABLESBOULDERSGRAVEL PAVESOFT PATH0' 60' 30'15' NORTH NATURAL HABITAT BUFFER ZONE SUMMARYLake Canal Habitat Buffer1.Buffer Area Required with 50' Buffer from Lake Canal and Riparian Forest 39,519 SF2.Buffer Area Provided along Lake Canal on These Plans26,949 SF3.Minimum Buffer Distance Provided11' - 1 12"4.Maximum Buffer Distance Provided58' - 11 12"5.Average Buffer Distance Provide35' - 5"Non-Contiguous Buffer Zone (Detention Pond)1.Buffer Area Provided on These Plans12,712 SFTotal Natural Habitat Buffer Zone Provided39,661 SFPLANTING AREAPAMODIFICATIONS APPROVED BY PLANNING & ZONING COMMISSIONP&Z HEARING DATE: NOVEMBER 17, 20223.2.1.E.(5) - PARKING LOT INTERIOR LANDSCAPING - TREES NOT PLANTED INPARKING ISLANDS WHERE THEY WOULD CONFLICT WITH PROPOSED SOLARCANOPIES3.2.2.(K)(2) - REQUIRED NUMBER OF OFF-STREET PARKING SPACES - NUMBERAPPROVED BASED ON LOWER OCCUPANCY OF LAB SPACES4.16 (C)(2) - BUILDING HEIGHT LIMITS - HEIGHT APPROVED BASED ON PROPOSEDLAB USES AND MASS TIMBER CONSTRUCTION4.16 (B) STREET FRONTAGE TYPES - MEETS OR EXCEEDS GREEN EDGEREQUIREMENTS BUT CODE TEXT FOR “BUILD TO” IS UNCLEAR.PAVERS
Sheet Number:Project Number:Project:
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C:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\POWERHOUSE 2\DRAWINGS\ACAD\FDP\DWG\2057_SITE PLAN.DWGPlot Date:12/14/2022 8:50 AM Plotted By: Mollie BredehoftDate Created:12/13/2022
Produced by:Date:Revision:S2Date:111 S. Meldrum St, Suite 110Fort Collins, CO 80521(970) 223-7577www.bhadesign.comLandscape ArchitectureUrban DesignPlanningCRITICAL FACILITY AND FLOODPLAIN NOTES
POWERHOUSE 2
CLIMATE SOLUTIONS CAMPUS
FINAL DESIGN REVIEW12/14/20222057CRITICAL FACILITY NOTESNOTE 1:THE QUANTITIES LISTED BELOW AND THE REMOVAL OF HYDROGEN STORAGE FROM THE SITE, WILL REMOVE THE DESIGNATION OFA “CRITICAL FACILITY', AS DEFINED BY CHAPTER 10 OF CITY CODE, FROM THE PROJECT. MATERIAL STORAGE RESTRICTIONS WILL BEREMOVED WITH THE APPROVAL OF THE LOMR.THE FOLLOWING OUTLINES THE HANDLING AND STORAGE PROCESSES OF HYDROGEN FOR RESEARCH PROCEDURES ANTICIPATEDAT THE PROPOSED POWERHOUSE 2 FACILITY:·HYDROGEN PRODUCED BY HYDROLYSIS OR SIMILAR METHOD WILL BE DISPOSED OF AS PRODUCED VIA VENTING OUTDOORS (ASPER ANY CODE REQUIREMENTS), BURNED IN OUTDOORS IN A NON-VISIBLE FLARE, CONSUMED BY FUEL CELL OR SIMILAR DEVICE.·ONSITE STORAGE OF HYDROGEN WILL REMAIN AT OR BELOW QUANTITIES REGULATED BY INTERNATIONAL FIRE SAFETY CODE OR“HOUSEHOLD LEVELS”·HYDROGEN FUELED VEHICLES, SUCH AS AUTOMOBILES, LIGHT AND MEDIUM DUTY TRUCKS, AND TRANSIT BUSES WILL BE TESTEDONSITE AND ADHERE TO ALL FIRE SAFETY CODES AND DOT REGULATIONS REGARDING HYDROGEN FUELED VEHICLES. NOVEHICLES WILL BE STORED OUTSIDE OVERNIGHT PER THE FLOATABLE MATERIALS REQUIREMENTS IN CHAPTER 10 OF CITY CODE.·H2 STORAGE TANKS WILL REMAIN AT POWERHOUSE I UNTIL APPROVAL OF THE LOMR.FLAMMABLE MATERIALS:·ACETYLENE 1 COMMERCIAL CYLINDER AT 300 OR LESS STD. CU. FT. VOLUME·OXYGEN 1 COMMERCIAL CYLINDER AT 300 OR LESS STD. CU. FT. VOLUMENON-REACTIVE GASES:·COMPRESSED AIR 500 GAL. TANK·COMPRESSED NITROGEN 2000 L. CRYOGENIC TANK, LIQUID·COMPRESSED ARGON 2000 L. CRYOGENIC TANK, LIQUID·COMPRESSED HELIUM <20 - 300 STD. CU FT, STEEL CYLINDERS·COMPRESSED ARGON <20 - 300 STD. CU FT, STEEL CYLINDERS·COMPRESSED CO2 <20 - 300 STD. CU FT, STEEL CYLINDERSWHEN THE LETTER OF MAP REVISION (LOMR) IS APPROVED FOR THE POWERHOUSE 2 BUILDING, THE AREAS REMOVED FROMTHE 100-YEAR FLOODPLAIN SHALL NO LONGER BE SUBJECT TO THE HAZARDOUS MATERIAL CRITICAL FACILITY RESTRICTIONS INTHIS NOTE.NOTE 2:THE PROPOSED POWERHOUSE 2 BUILDING IS PROJECTED TO HOUSE SEVERAL TYPES OF ORGANIZATIONS: RETAIL, PRIVATECOMPANIES WORKING IN ENERGY INDUSTRY, AND COLORADO STATE UNIVERSITY (CSU) FUNCTIONS RELATING TO SPONSOREDRESEARCH. THE CSU SPACE WILL BE ASSIGNED TO RESEARCHERS TO CONDUCT SPONSORED RESEARCH FOR INDUSTRY ANDGOVERNMENT (LOCAL, CITY, STATE AND FEDERAL) SPONSORS. THESE SPACES WILL NOT BE USED FOR TRADITIONAL EDUCATIONALFUNCTIONS SUCH AS CLASSROOM INSTRUCTION OR LABORATORY INSTRUCTION. WHILE UNIVERSITY EMPLOYEES (RESEARCHERS,STAFF, AND STUDENT EMPLOYEES) WILL BE USING THE SPACE THEY WILL NOT BE ENGAGED IN INSTRUCTIONAL ACTIVITIES.GOVERNMENT SERVICES FACILITIES INCLUDE ESSENTIAL STRUCTURES SUCH AS DORMITORIES, OFFICES, CLASSROOMS, ANDLABORATORIES FOR PUBLIC HIGHER EDUCATION FACILITIES. POWERHOUSE 2 WILL NOT BE USED FOR DORMITORY HOUSING. NORWILL IT HAVE INSTRUCTIONAL CLASSROOMS AND THE LABORATORY AND OFFICE SPACES WILL BE USED SOLELY FOR SPONSOREDRESEARCH ACTIVITIES. GIVEN THIS DEFINITION AND PURPOSES, POWERHOUSE 2 SHOULD NOT BE CLASSIFIED AS A GOVERNMENTSERVICES FACILITY PER CHAPTER 10 OF CITY CODE AND THE RESTRICTIONS ASSOCIATED WITH THIS DESIGNATION.WHEN THE LETTER OF MAP REVISION (LOMR) IS APPROVED FOR THE POWERHOUSE 2 BUILDING, THE AREAS REMOVED FROMTHE 100-YEAR FLOODPLAIN SHALL NO LONGER BE SUBJECT TO THE GOVERNMENT SERVICES CRITICAL FACILITY RESTRICTIONS INTHIS NOTE.FLOODPLAIN NOTES1.FLOOD PROTECTION IS REQUIRED FOR: TRANSFORMERS, SERVICE/UTILITY YARDS, EV CHARGING STATIONS, SOLAR PANELCOMPONENTS, MONUMNENT SIGNS, HVAC, GEOTHERMAL TANK (IF PRESENT), AND OTHER ELECTRICAL AND MECHANICAL SYSTEMS.2.OVERNIGHT STORAGE OF EQUIPMENT OR MATERIALS WITHIN THE FLOODPLAIN POST CONSTRUCTION (FLEE VEHICLES, TABLES &CHAIRS, OUTDOOR CLASSROOM ITEMS, TRASH DUMPSTERS, TANKS, ETC.) MUST BE ANCHORED TO PREVENT FLOTATION.3.CRITICAL FACILITIES ARE PROHIBITED IN THE FLOODPLAIN, INCLUDING HAZARDOUS MATERIAL, GOVERNMENT SERIVCES, ESSENTIALSERVICES, AND AT-RISK POPULATION CRITICAL FACILITIES. THIS INCLUDES SCHOOLS AND AFTER SCHOOL PROGRAMS/DAY CAMPSFOR GRADES K-12 .
3'10"18" DIA. TYP.LOCKABLE WELDED LATCH WITH KNOXPADLOCK OR APPROVED ALTERNATIVE3'-3"6" DIA. CORTEN STEEL TUBE, WELDON STEEL CAP.2" DIA. CORTEN STEEL TUBE, WELDTO 6" DIA. STEEL TUBE, TYP.5 14" CORTEN STEEL TUBECONCRETE FOOTINGCOMPACTED SUBGRADE,RE: GEOTECH24' MINPAVEMENT, SEE SITE PLAN3' MAX36" SQUARE SNAP CUT x 3"THICK SANDSTONE PAVER1" THICK CRUSHER FINES SETTING BED;TAMP OR VIBRATE FOR COMPACTIONCONCRETE PAVEMENTSEALED EXPANSION JOINT3"HAND TIGHT JOINTS; FILLWITH POLYMERIC SANDFGPAVERS, TYP.VARIESSEE GRADING PLANCONCRETEPLANTINGBED HEADER3/4" CHAMGER EXPOSED EDGES11"ALIGNFLUSHPLANTING AREA,RE: LANDSCAPEPLANSAGGREGATE BASECOMPACTED SUBGRADESAND SETTINGBED/LEVELING COURSESAND-FILLED VERTICAL JOINTSSHALL NOT EXCEED 1/8" IN WIDTH,RE: SPECS FOR SAND PARTICLE SIZEPLANTING AREA,RE: LANDSCAPE PLANSCONCRETE PAVER HEADER ORSIDEWALK WITH THICKENED EDGE,SEE SITE PLAN11"1"4"6"FINISH GRADE1% MIN. SLOPESLOPE TO DRAINCOMPACTED SUBGRADE(95 SPD)4"NOTES:1.WIDTH OF TRAIL SHALL BE 5' UNLESS OTHERWISE INDICATED2.CRUSHED FINES SHALL BE A BUFF COLOR OF CDOT CLASS #7 MATERIAL.SIEVE ANALYSIS TO MATCH THE FOLLOWINGSIEVE SIZE% PASSING *(#4) 4.75 MM100(#8) 2.36 MM20-85 (#200) 75 UM5-15 *VARIANCE FROM STANDARD CLASS 7CRUSHER FINES6"NOTE:1.BOARD FORM SHALL BE CONSTRUCTED OF "SPRUCE-PINE-FIR". RECLAIMED WOOD SHALL BE ACCEPTABLE.2.BOARDS SHALL BE BUTTED TIGHTLY TO LIMIT EXCESSIVE GAP CHAFE.3.BOARDS SHALL BE LIGHTLY SAND BLASTED TO EXPOSE NATURAL WOOD GRAIN TEXTURE.4.BOARD LENGTH SHALL VARY, 3' MIN. 8' MAX.5.BOARD WIDTHS SHALL VARY, 4" MIN. 8" MAX.6.LONGITUDINAL JOINTS SHALL ALIGN.7.PERPENDICULAR JOINT SHALL BE RANDOM AND NOT ALIGN.8.BOARD WIDTHS SHALL BE VARIED WITH NO MORE THAN TWO BOARDS OF EQUAL WIDTH ADJOINING.9.BOARDS SHALL BE ALIGNED SUCH THAT LONGITUDINAL JOINTS ARE PARALLEL TO LINE OF TRAVEL.10.FINISH SHALL BE SLIGHTLY ROUGH WITH NO LIPS OR HARD EDGES.11.1/8" VERTICAL VARIATION MAX.12.AFTER CURE BREAK EXCESSIVE GAP MATERIAL.13.3' X 3' SAMPLE OF TEXTURE SHALL BE PROVIDED PRIOR TO FABRICATION.PERPENDICULAR JOINTLONGITUDINAL JOINTLONGITUDINAL JOINT WITH EXCESSIVE CHAFETEXTURE IMAGE SAMPLEEXTEND BOARDFORM 4"MIN. BELOW FINISH GRADEFINISH GRADE VARIES4"PROVIDE FULL WIDTHBOARD AT TOP OF WALL(S)#4 x 18" REBAR @ 30" O.C.,BREAK BOND ONE END ONLY1'1/2" EXPANSION JOINT MATERIAL,1/4" RADIUS CONCRETE EDGE, CAULKJOINT TO MATCH CONCRETE6"8"COMPACTED SUBGRADEPER CIVIL 12"1"CONCRETE PAVING, SEE SITE PLAN FORJOINTING PATTERN, MEDIUM BROOM FINISH, 1/4"RADIUS AT EDGESCOMPACTED SUBGRADETOOL SCORE JOINTS TO A DEPTH OF 1''PER CIVIL NOTES:1.PROVIDE 1/4'' RADIUS EDGE ATEDGES AND JOINTS2.CONCRETE PAVEMENT SHALL SLOPETO DRAIN PER GRADING PLAN3.SURFACE OF CONCRETE SHALLHAVE MEDIUM BROOM FINISHUNLESS OTHERWISE NOTED9"EXPANSION JOINT, DOWLWITH GREASED ROUNDDOWELS AT 12"THICKENED EDGE ATTOP OF STAIR RUNCOMPACTED SUBGRADEPER GEOTECH REPORT8" TYP.1% TYP.12" TYP.EXPANSION JOINT,NO DOWELPROVIDE 1/2" RADIUSTO RISER NOSE, TYP.STANDARD GRAY CONCRETE STEPSAND FOOTING WITH REINFORCEMENTNOTES1.SEE SITE PLAN FOR NUMBER OF TREADS AND RISERS2.REINFORCEMENT PER STRUCTURALSECTION6"1' TYP.3'STAIRS OR RAMPS1-1/2" SQ. x 3/16" THK.TUBE POSTS AND RAILRADIUS TOPCORNERS OFHANDRAIL ASSHOWN, TYP.5' MAX.2'-10"PAINT RAIL TOMATCH COLOR OFSTEEL ON BUILDING3'-6"FINISHED SURFACE VARIES, RE:SITE PLAN, SECTIONS ANDGRADING PLAN FOR CONDITION5' MAX.RADIUS TOPCORNERS OFHANDRAIL ASSHOWN, TYP.334" TYP.33
4"
TYP.1-1/2" SQ. x 3/16" THK. TUBEPOSTS AND RAIL1/2" SQ. x 11ga. THK. PICKETS,SPACES BETWEEN PICKETSSHALL NOT EXCEED 3-7/8"ELEVATIONPAINT RAIL TO MATCH COLOROF STEEL ON BUILDING30'-10"36'-1"GRADEBUILDING FACEDOWNSPOUTBUILDING DOWNSPOUTRAIN GARDEN OUTLETPEDESTRIAN GUARD RAILINGCANTILEVERED TERRACEBOARD FORM FINISH CIPCONCRETE WALLSPERF PIPE AND 30"RAIN GARDEN MEDIA1'1'RAIN GARDEN,VARIESVARIES, SEE
GRADING PLAN 2'ROWNOTE:RETAINING WALL DESIGN ANDREINFORCING BY STRUCTURALSheet Number:Project Number:Project:
Client:
C:\USERS\MOLLIESIMPSON\ONEDRIVE - BHADESIGN\PROJECTS\POWERHOUSE 2\DRAWINGS\ACAD\FDP\DWG\2057_SITE PLAN.DWGPlot Date:12/14/2022 8:50 AM Plotted By: Mollie BredehoftDate Created:12/13/2022
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POWERHOUSE 2
CLIMATE SOLUTIONS CAMPUS
FINAL DESIGN REVIEW12/14/20222057SCALE:NTS6EMERGENCY VEHICLE ACCESS GATESCALE:1"=1'-0"4SANDSTONE PAVER SECTIONSCALE:1"=1'-0"7CONCRETE PAVER SECTIONSCALE:1"=1'-0"3CRUSHER FINES SECTIONSCALE:NTS5BOARDFORM FINISH SCALE:1"=1'-0"2EXPANSION JOINTSCALE:1"=1'-0"1TOOL JOINTSCALE:NTS14PLANTER CHARACTER IMAGESCALE:3/4"=1'-0"10STANDARD STAIR SECTIONSCALE:3/4"=1'-0"8PEDESTRIAN HANDRAILSCALE:3/4"=1'-0"9PEDESTRIAN GUARDRAILPAINTED STEEL PLANTER COLOR TOMATCH METAL FINISH ON BUILDINGSCALE:NTS13SURFACE MOUNTED BIKE RACKSCALE:NTS12BIKE RACKS IN COVERED SECURE BIKE PARKING AREASCALE:1/2"=1'-0"11RAIN GARDEN SECTION