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HomeMy WebLinkAboutMorningStar Wheat Ridge Site PlanPROPOSED BUILDING ǻ=089°27'00" R=15.00' L=23.42' CHB=S44°29'20"W CH=21.11' S0 0 ° 1 3 ' 2 4 " E 1 3 2 . 7 7 ' ǻ=029°46'36" R=150.00' L=77.95' CHB=S15°06'42"E CH=77.08' ǻ=030°00'00" R=150.00' L=78.54' CHB=N15°00'00"W CH=77.65' S0 0 ° 0 0 ' 0 0 " E 2 0 . 0 9 ' N90°00'00"W 258.82' 13 SPACES @ 9.00' O.C. = 117.00' 3 SPACES @ 9.00 O.C. & 2 H.C. SPACES = 54.00'8 SPACES @ 9.00' O.C. = 72.00' 7 SPACES @ 9.00' O.C. = 63.00' 24.00' 20.00' 24.00' 24.00' 8.00' 252.40' 255.88' 5.00' WALK PROPOSED 6' SINGLE-SIDED FENCE PROPOSED RETAINING WALL (MAX 3') PROPOSED DOUBLE-SIDED FENCE (6' TO WEST, 8' TO EAST) 5.00' WAK 5.00' WALK 5.00' WALK 5.00' WALK 18.00' 18.00'18.00' 18.00'18.00' 7 S P A C E S @ 9 . 0 0 ' O . C . = 6 3 . 0 0 ' PROPOSED TRASH ENCLOSURE PROPOSED ADA RAMP (TYP.) STORM SEWER ESMT. 10.00' 16.00' PROPOSED SIGN PROPOSED SIGN LOT 2 LOT 4 LOT 1 99,725 SF (2.29 AC) 57.09' 61.91' PROPOSED BICYCLE PARKING 78.56'80.45' 9.09' SIDEWALK (BY OTHERS) 16.23' 22.83'22.00' SIDEWALK (BY OTHERS) 24.00' 24.00' N90°00'00"W 25.77' N89°12'50"E 305.03' PROPOSED EMERGENCY GENERATOR AND TRANSFORMER R25.00' R25.00' R25.00' R33.00' R33.00' PROPOSED RETAINING WALL (HEIGHT = 2') PROPOSED RETAINING WALL (MAX 7') PROPOSED RETAINING WALL (MAX 3') ǻ=090°33'00" R=15.00' L=23.71' CHB=S45°30'40"E CH=21.31' S0 0 ° 1 4 ' 1 0 " E 2 8 9 . 0 1 ' S89°12'50"W 282.22' S30°00'00"E 18.95' 2 of 10 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO D C B A 54321 Sheet: 45 WEST 2ND AVENUE DENVER, CO 80223 P.303.561.3333 F.303.561.3339 MO R N I N G S T A R 03/26/2014 14020 SPECIAL USE PERMIT LOT 1, MVG MARKETPLACE SUBDIVISION FILING NO. 1 LOCATED IN THE NORTHEAST QUARTER OF SECTION 28,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO MORNINGSTAR WHEAT RIDGE SI T E P L A N LEGEND: PROPERTY LINE EXISTING CURB & GUTTER PROPOSED CURB & GUTTER PROPOSED BOLLARDB PROPOSED STRIPING PROPOSED WALK PROPOSED FENCE PROPOSED SIGN 0 ORIGINAL GRAPHIC SCALE 10 20 40 TYPICAL RETAINING WALL SECTION N.T.S. FGW TOW 3:1 MAX. 3:1 MAX. INDICATES SET NAIL/DISK OR No. 4 REBAR PROPOSED ADA RAMP 8" x 8" CEDAR POST W/ 4-WAY BEVELED TOP 2" x 4" RAILS (4 TOTAL); ATTACH TO POSTS WITH ANGLE BRACKET CONCRETE FOOTING 6" DEEP AGGREGATE BASE 1" x 6" x 7'-6" CEDAR PICKETS FINISH GRADE NOTE: 1. ALL CONNECTIONS SHALL BE MADE USING GALVANIZED WOOD SCREWS OR APPROVED EQUAL UNLESS OTHERWISE NOTED ON THE PLANS. 2. ALL WOOD SHALL BE STAINED A NEUTRAL COLOR TBD. DOUBLE-SIDED WOOD FENCE 1/4" = 1'-0" 8' O.C., TYP.4", TYP. COMBINATION RETAINING WALL/FENCE SECTION N.T.S. FGW TOW FG W FOUND No. 5 REBAR W/ YELLOW EASEMENT PER PLAT W/ GREEN PLASTIC CAP LS 29766 PLASTIC CAP LS 14112 ST ST ST ST ST PROPOSED BUILDING FF = 5396.0 PROPOSED STORM MH P R O P O S E D S T O R M L I N E PROPOSED STORM LINE 3 of 10 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO D C B A 54321 Sheet: 45 WEST 2ND AVENUE DENVER, CO 80223 P.303.561.3333 F.303.561.3339 MO R N I N G S T A R 03/26/2014 14020 SPECIAL USE PERMIT LOT 1, MVG MARKETPLACE SUBDIVISION FILING NO. 1 LOCATED IN THE NORTHEAST QUARTER OF SECTION 28,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO MORNINGSTAR WHEAT RIDGE GR A D I N G P L A N PROPOSED 5' CONTOUR PROPOSED 1' CONTOUR EXISTING 5' CONTOUR EXISTING 1' CONTOUR 5820 5821 5820 5821 LEGEND: PROPERTY LINE PROPOSED STORM LINE EXISTING STORM LINE PROPOSED STORM INLET EXISTING STORM INLET PROPOSED CONCRETE WALK PROPOSED FLOW DIRECTION DRAINAGE EASEMENT 0 ORIGINAL GRAPHIC SCALE 10 20 40 JANSEN STRAWN assumes no responsibility for utility locations. The utilities shown on this drawing have been plotted from the best available information. It is, however, the contractors responsibility to field verify the location of all utilities prior to the commencement of any construction. T T S S S ST ST ST ST ST W SS SS SS PROPOSED BUILDING PROPOSED STORM MH P R O P O S E D S T O R M L I N E PROPOSED STORM LINE PROPOSED FIRE LINE PROPOSED WATER SERVICE PROPOSED AREA INLET 4 OF 10 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO D C B A 54321 Sheet: 45 WEST 2ND AVENUE DENVER, CO 80223 P.303.561.3333 F.303.561.3339 MO R N I N G S T A R 03/26/2014 14020 SPECIAL USE PERMIT LOT 1, MVG MARKETPLACE SUBDIVISION FILING NO. 1 LOCATED IN THE NORTHEAST QUARTER OF SECTION 28,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO MORNINGSTAR WHEAT RIDGE UT I L I T Y P L A N EXISTING SANITARY SEWER W/ MANHOLE LEGEND: PROPERTY LINE PROPOSED STORM LINE EXISTING STORM LINE PROPOSED STORM INLET EXISTING STORM INLET PROPOSED SANITARY SEWER W/ MANHOLE UTILITY CROSSING PROPOSED WATERLINE & VALVE PROPOSED FIRE HYDRANT ASSEMBLY M PROPOSED WATER METER EXISTING WATERLINE & VALVE EXISTING FIRE HYDRANT EXISTING GAS LINE EXISTING TELEPHONE LINE EXISTING ELECTRIC LINE EXISTING CABLE TV LINE EXISTING OVERHEAD LINE EXISTING FIBER OPTIC LINE EXISTING IRRIGATION LINE SC EXISTING SPRINKLER CONTROL EXISTING LIGHT POLE S 0 ORIGINAL GRAPHIC SCALE 10 20 40 JANSEN STRAWN assumes no responsibility for utility locations. The utilities shown on this drawing have been plotted from the best available information. It is, however, the contractors responsibility to field verify the location of all utilities prior to the commencement of any construction. T T S ST ST ST ST ST W SS SS SS // / / // // // // // / / // / / / / / / / / // //// // / / / / / / / / / / / / / / / / / / // // // ////// // // / / / / / / ////// // // / / / / / / / / / / / / / / / / // // // // // / / / / / / / / / / // // // // // // // // / / / / / / // // / / / / // // // // // // // // // // // // // / / //// // // / / //// //// // // // // / / / / / / // // // ACGI5 COLU4 3 EUAL MIGR3 COLU10 5 MIGR COLU18 PIMM3 COLU10JUIB3MIGR5 2 RHFR SPNI3 4 JUSC ARAR18 3 SPNI 1 PIPU 3 SYMK 3 SPVA 3 SYMK 1 COSE 2 PHOP RHFR3 PIMM8 PIMM4 5 SPFR VIMV4 LILO7 LILO9 VIMV3 QURF1 4 COSF PIMB4 PIMB3 5 RHOD VIOP5 4 TAMERHOD5 TAME3 3 PIMB JUSC5 COCO2 4 COCO 1 ULAC 1 ULAC 1 ULAC ULAC1 MASS1 MASS1 QURO1 GLTR1 GLTR1 GLTR1 1 QURO QURO1 KOPA3 2 TIAM TIAM1 2 GLTR GLTR1 1 MASS 1 TIAM 1 TIAM 1 KOPA 4 KOPA 2 ACCO 3 ACCO LE E S T R E E T WEST 37TH AVENUE WEST 38TH AVENUE 3 RHFR PIMM6 4 RORS 1 TIAM 6 RORS QURF1 4 RORS 3 RORS COLU11 LEGEND SYMBOL DESCRIPTION DECIDUOUS SHADE TREE ORNAMENTAL TREE DECIDUOUS SHRUBS EVERGREEN SHRUBS ORNAMENTAL GRASS 1-2" RIVER ROCK MULCH (3" DEPTH W/ FILTER FABRIC) STEEL EDGE SOD //// BLUE GRAMA FESCUE MIX EXISTING DECIDUOUS TREE (BY MASTER DEVELOPMENT) EVERGREEN TREE PROJECT SIGN BENCH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Sheet: 45 WEST 2ND AVENUE DENVER, CO 80223 P.303.561.3333 F.303.561.3339 MO R N I N G S T A R 03/26/2014 1404 of 10 SPECIAL USE PERMIT LOT 1, MVG MARKETPLACE SUBDIVISION FILING NO. 1 LOCATED IN THE NORTHEAST QUARTER OF SECTION 28,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO MORNINGSTAR WHEAT RIDGE La n d s c a p e P l a n LANDSCAPE PLAN1 5 4010 N 0 20 SCALE: 1"=20'-0" 5 INTERNAL LANDSCAPE REQUIREMENTS STREET TREE REQUIREMENTS MAXIMUM TURF AREA (30% OF PROVIDED LANDSCAPE AREA) GROUNDCOVER REQUIRED LANDSCAPE AREA (20% OF GROSS LOT AREA) AREA REQUIRED AREA PROVIDED 19,950.5 S.F.35,252 S.F. PLANTING REQUIREMENT (1 TREE + 10 SHRUBS / 100S.F. OF REQUIRED LANDSCAPE AREA) TREES REQUIRED SHRUBS REQUIRED TREES PROVIDED SHRUBS PROVIDED 20 200 20 200 SITE DATA LOT AREA 99,752.4 S.F. (2.29 ACRES) STREET CALCULATION QTY REQUIRED QTY PROVIDED 38TH AVENUE PROVIDED AS PART OF MASTER DEVELOPMENT NA NA LANDSCAPE AREA MAXIMUM ALLOWED PROVIDED 35,252 S.F.10,577 S.F.10,205 S.F. DESCRIPTION AREA % OF LANDSCAPE AREA SOD AND PLANTING BEDS 31,903 S.F.90.5 % DECIDUOUS TREES QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE ACCO 5 ACER PLATANOIDES `COLUMNARE` COLUMNAR NORWAY MAPLE B & B 2.5"CAL COCO 6 CORYLUS COLURNA TURKISH FILBERT B & B 2.5"CAL GLTR 6 GLEDITSIA INERMIS `SHADEMASTER` SHADEMASTER HONEYLOCUST B & B 2.5"CAL KOPA 8 KOELREUTERIA PANICULATA GOLDEN RAIN TREE B & B 2.5"CAL QURO 3 QUERCUS ROBUR ENGLISH OAK B & B 2.5"CAL TIAM 6 TILIA AMERICANA `REDMOND`REDMOND AMERICAN LINDEN B & B 2.5"CAL ULAC 4 ULMUS X `ACCOLADE`ACCOLADE ELM B & B 2.5"CAL EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE JUSC 9 JUNIPERUS SCOPULORUM ROCKY MOUNTAIN JUNIPER B & B 6` PIPU 1 PICEA PUNGENS COLORADO SPRUCE B & B 6` ORNAMENTAL TREES QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE ACGI 5 ACER GINNALA `FLAME`FLAME AMUR MAPLE B & B 6` CLUMP MASS 3 MALUS X `SPRING SNOW`SPRING SNOW CRAB APPLE B & B 2"CAL QURF 2 QUERCUS ROBUR `FASTIGIATA`COLUMNAR ENGLISH OAK B & B 2"CAL DECIDUOUS SHRUBS QTY BOTANICAL NAME COMMON NAME CONT ARAR 18 ARONIA ARBUTIFOLIA `BRILLIANTISSIMA` RED CHOKEBERRY 5 GAL COSE 1 CORNUS SERICEA REDOSIER DOGWOOD 5 GAL COSF 4 CORNUS SERICEA `FLAVIRAMEA`YELLOWTWIG DOGWOOD 5 GAL COLU 53 COTONEASTER LUCIDUS PEKING COTONEASTER 5 GAL EUAL 3 EUONYMUS ALATUS WINGED EUONYMUS 5 GAL LILO 16 LIGUSTRUM VULGARE `LODENSE` LODENSE PRIVET 5 GAL PHOP 2 PHYSOCARPUS OPULIFOLIUS `NANUS` DWARF NINEBARK 5 GAL RHFR 8 RHAMNUS FRANGULA `COLUMNARIS` COLUMNAR BUCKTHORN 5 GAL RHOD 10 RHODODENDRON X `RAMAPO`RAMAPO RHODODENDRON 5 GAL RORS 17 ROSA X `RADSUNNY`RADSUNNY ROSE 5 GAL SPFR 5 SPIRAEA JAPONICA `FROEBELII`FROEBEL SPIREA 5 GAL SPNI 6 SPIRAEA NIPPONICA `SNOWMOUND` SNOWMOUND SPIREA 5 GAL SPVA 3 SPIRAEA X VANHOUTTEI SPIREA VANHOUTTEI 5 GAL SYMK 6 SYRINGA PATULA `MISS KIM`MISS KIM LILAC 5 GAL VIOP 5 VIBURNUM OPULUS `NANUM`DWARF EUROPEAN CRANBERRY 5 GAL EVERGREEN SHRUBS QTY BOTANICAL NAME COMMON NAME CONT JUIB 3 JUNIPERUS HORIZONTALIS `MONBUR` ICEE BLUE JUNIPER 5 GAL PIMB 10 PINUS MUGO `BIG TUNA`BIG TUNA DWARF MUGO PINE 5 GAL PIMM 21 PINUS MUGO `MOPS`MUGO PINE 5 GAL TAME 7 TAXUS X MEDIA `DENSIFORMIS`DENSE SPREADING YEW 5 GAL GROUNDCOVERS QTY BOTANICAL NAME COMMON NAME CONT VIMV 7 VINCA MINOR `VARIEGATA`VARIEGATED VINCA 5 GAL ORNAMENTAL GRASS QTY BOTANICAL NAME COMMON NAME CONT MIGR 13 MISCANTHUS SINENSIS `GRACILLIMUS` MAIDEN GRASS 1 GAL PLANT SCHEDULE BUILDING SETBACK TREE REQUIREMENT STREET CALCULATION LENGTH QTY REQUIRED QTY PROVIDED 38TH AVENUE 1 TREE / 30 L.F. 320 FT 11 11 LEE STREET 1 TREE / 30 L.F. 540 FT 18 18 37TH AVENUE 1 TREE / 30 L.F. 280 FT 9 9 NOTES 1. AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL ON-SITE PLANTINGS. W. 38TH AVENUE STREETSCAPE IRRIGATION AND PLANTINGS BY MASTER DEVELOPMENT. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Sheet: 45 WEST 2ND AVENUE DENVER, CO 80223 P.303.561.3333 F.303.561.3339 MO R N I N G S T A R 03/26/2014 1404 of 10 SPECIAL USE PERMIT LOT 1, MVG MARKETPLACE SUBDIVISION FILING NO. 1 LOCATED IN THE NORTHEAST QUARTER OF SECTION 28,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO MORNINGSTAR WHEAT RIDGE La n d s c a p e N o t e s (2) METAL 'T' POST STAKES WITH PROTECTIVE CAP, DRIVE (MIN 24") FIRMLY INTO SUBGRADE PRIOR TO BACKFILLING. (2) 12 GAUGE GALV. GUY WIRES AT 3'-0" ABOVE GRADE W/ 1/2" DIA. X 18" P.V.C. PIPE ON EACH WIRE. PLANT SO THAT TOP OF ROOT BALL IS 2" ABOVE FINISHED GRADE. PLACE FERTILIZER PRIOR TO MULCH APPLICATION. FEATHER MULCH TO TREE TRUNK. APPLY MULCH WITH A 4' DIA. MULCH RING (TYP.) KEEP MULCH AWAY FROM TRUNK OF TREE. CUT AND REMOVE ALL TWINE WRAPPING AND BURLAP FROM TOP HALF OF BALL. WATER AND TAMP POCKETS TO REMOVE AIR. 3" TAMPED TOPSOIL. SCARIFY TO 4" DEPTH. NOTE: 1. DO NOT CUT LEADER. 2. PRUNE ALL DAMAGED OR DEAD WOOD AFTER PLANTING, STAKING AND MULCHING. 3. KEEP CROWN SHAPE TYPICAL OF SPECIES. REMOVE ALL PLANTING LABELS AFTER FINAL ACCEPTANCE BY LANDSCAPE ARCHITECT. DECIDUOUS TREE 1/2" = 1'-0" 2 X BALL DIA. FULLY REMOVE ALL TWINE/WIRE BASKET FROM ROOTBALL. 329343.39-091 EVERGREEN TREE PLANTING 3/8" = 1'-0" NOTE: 1. DO NOT CUT LEADER. PRUNE ALL DAMAGED OR DEAD WOOD AFTER PLANTING, STAKING AND MULCHING. 2. KEEP CROWN SHAPE TYPICAL OF SPECIES. 3. REMOVE ALL PLANTING LABELS AFTER FINAL ACCEPTANCE BY LANDSCAPE ARCHITECT. 3-12 GAUGE GALV. (DOUBLE STRAND TWISTED) GUY WIRES AT 3'-0" ABOVE GRADE. WITH 1/2" DIA. WHITE PVC PIPE 36" LENGTH ON EACH WIRE. PLANT TREE 3" ABOVE NURSERY GRADE. SET TRUNK PLUMB. APPLY MULCH WITH A 3' DIA. MULCH RING (TYP.) KEEP MULCH FROM CONTACTING TRUNK OF TREE. INSTALL A 2"-3" HT. WATER RING AT TIME OF PLANTING. METAL STAKES, 3 PER TREE ALIGNED EQUALLY AROUND TREE. BURY ANCHOR 12" UNDERGROUND. USE 'DUCK BILL' EARTH ANCHOR OR APPROVED EQUAL. FILL PLANT PIT WITH 2/3 OF NATURAL SOIL (EXCAVATED MATERIAL) WITH 1/3 OF ORGANIC MATTER. ATTACH GUY WIRE TO 2" CANVAS STRAP OR APPROVED EQUIV. THROUGH GROMMETS. UNDISTURBED SOIL. 2 X BALL DIA. FULLY REMOVE ALL TWINE/WIRE BASKET FROM ROOTBALL. CUT AND REMOVE ALL TWINE WRAPPING AND BURLAP FROM TOP HALF OF BALL. N PLAN 2 329343.39-08 SHRUB / ORNAMENTAL GRASS PLANTING 1 1/2" = 1'-0" PLANT SO THAT TOP OF ROOTBALL IS LEVEL W/ FINISH GRADE PLACE FERTILIZER PRIOR TO MULCH APPLICATION. FEATHER MULCH TO BASE OF SHRUB BRANCHES. FORM W/ 3" CONT. RIM. FILL PLANT PIT WITH 2/3 OF NATURAL SOIL (EXCAVATED MATERIAL) WITH 1/3 OF ORGANIC MATTER. REMOVE ALL CONTAINER MATERIAL. PLACE OVER UNDISTURBED SOIL. WATER AND TAMP POCKETS TO REMOVE AIR. UNDISTURBED SOIL. VAR. ROOTBALL + 12" NOTE: 1. DO NOT CUT LEADER. PRUNE ALL DAMAGED OR DEAD WOOD AFTER PLANTING, STAKING AND MULCHING. 2. KEEP CROWN SHAPE TYPICAL OF SPECIES. 3. REMOVE ALL PLANTING LABELS AFTER FINAL ACCEPTANCE BY LANDSCAPE ARCHITECT. 329333.13-063 6 T. O. 1st Subfloor 100' - 0"T.O. 2nd Subfloor 112' - 2 5/8"T. O. Bearing Plate 110' - 1 1/8"T. O. Truss Bearing 122' - 3 3/4"T.O Truss Bearing 2 124' - 3 3/4" R1 F TR 1 SS TR 3 TR 4 STS1 R1 TR 1 WB SS S1 ST TR 4 S2 MR TR 1 TR 1 TR 4 TR 1 FR1 TR 1 TR 4 TR 3 R1 R1 S1 T5 R1 R1 R1 R1 TR 4 ST F S1 TR 4 SS S1 FSS SS S1 ST STTR4TR4TR1TR1TR3R1R1R1 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6" / 12" 6 " / 1 2 " 6" / 12"6" / 12" SS SS MR 87 ' - 1 0 " 89 ' - 8 " 80' - 1" 14 2 ' - 6 " 14 1 ' - 6 " 14 2 ' - 0 " 14 3 ' - 0 " 140' - 0" 13 9 ' - 0 " 139' - 6" DS DS DS DS DS DS DS DSDS DS MR 8 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6" / 12" 3 " / 1 2 " S3 S3T. O. 1st Subfloor 100' - 0"T.O. 2nd Subfloor 112' - 2 5/8"T. O. Bearing Plate 110' - 1 1/8"T. O. Truss Bearing 122' - 3 3/4"T.O Truss Bearing 2 124' - 3 3/4" SS 6 " / 1 2 " SS SS S1 SS S1 S2 S2 S2 S2ST ST R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 MR 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6" / 12"6" / 12"6" / 12"6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " S3 MR MR S1 MR 72' - 11" 10 2 ' - 0 " 80 ' - 1 1 " F F F SS F F F TR 1 TR 3 TR 1 TR 1 TR 3 TR 1 TR 1 TR 1 TR 4 TR 4 TR 4 TR 4 MR MRFF T5 14 2 ' - 0 " 14 2 ' - 6 " 14 1 ' - 6 " 144' - 6" DS TR 1 DS DS DS DS DS TR4DS 8 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " S3TR1 7 o f 1 0 2 8 o f 1 0 2 7 o f 1 0 1 8 o f 1 0 1 S1 6 " F I B E R C E M E N T S I D I N G , C O L O R # 1 - L I G H T T A N S2 1 0 " F I B E R C E M E N T S I D I N G , C O L O R # 2 - T A N S3 F I B E R C E M E N T P A N E L S M O O T H , C O L O R F I E L D BR W O O D B R A C K E T S , 6 x 6 W O O D S T A I N E D WB 8 " x 1 2 " W O O D B E A M S , S T A I N E D R1 C O M P . S H I N G L E R O O F ST C U L T U R E D S T O N E SS F I B E R C E M E N T S H I N G L E D S I D I N G , COLOR #3-DARK TAN F F A S C I A , P A I N T E D C O L O R # 3 - D A R K T A N MR S T A N D I N G S E A M M E T A L R O O F - D A R K B R O N Z E TR1 1 x 4 P A I N T E D T R I M C O L O R # 4 - O F F - W H I T E , O N ALL EXT. AND INT. VERTICAL CORNERS OF THE BUILDING TR2 1 x 6 P A I N T E D T R I M , F I E L D C O L O R TR3 1 x 1 2 P A I N T E D T R I M , F I E L D C O L O R TR4 2 X 4 R O U G H H E W N T R I M , P A I N T E D C O L O R # 2 TR5 1 x 8 P A I N T E D T R I M A T P A R A P E T S W I T H 2 X 8 A N D METAL CAP PER DTL., COLOR #2-TAN DS D O W N S P O U T , M E T A L P A I N T E D F I E L D C O L O R *NOTE:1. ALL WINDOWS TO HAVE 1x4 TRIM PAINTED OFF-WHITE ACCENT COLOR #4 2. ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE PARAPETS DO NOT ACCOMPLISH SUFFICIENT SCR EENING,THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER EQUIPMENT SUCH AS CONDUIT, METERES, AND PLUMBING VENTS ATTACHED TO THE BUILDING FACE OR PROTRUDING FROM THE ROOF SHALL BE PAINTED TO MATCH SURROUNDING BUILDING SURFACES.3. NOT ALL DOWNSPOUTS SHOWN FOR CLARITY.LABEL MATERIALMATERIAL LEGEND N ZO N E A ZO N E B ZO N E C ZO N E D ZO N E E 8 8' - 6"8 9' - 2" 8 0 ' - 5 "7 3' - 7"1 02 ' - 5"79' - 8" 8 8 ' - 1 0 " 7 5 ' - 3 " 9 4 ' - 0 " 84' - 4"73' - 5"97' - 11" a r c h i t e c t u r e i n t e r i o r d e s i g n e n g i n e e r i n g p l a n n i n g e: design@rosemann.com w: www.rosemann.com © 2014 Rosemann & Associates, P.C.Denver ▲Kansas City ▲ St. Louis2240 Blake St. Suite 250 Denver, Colorado 80205 MORNINGSTAR WHEAT RIDGE 14031 3/32" = 1'-0"1 Southeast Elevation 3/32" = 1'-0"2 Northeast Elevation 5 En t r y P e r s p e c t i v e 1 " = 5 0 ' - 0 " 3 Ke y P l a n 1 4 W. 3 8 t h A v e . P e r s p e c t i v e 7 of 105-21-20141. CITY COMMENTS4/23/14 MAA M. ADAMSC. STRAWN T. O. 1st Subfloor 100' - 0"T.O. 2nd Subfloor 112' - 2 5/8"T. O. Bearing Plate 110' - 1 1/8"T. O. Truss Bearing 122' - 3 3/4"T.O Truss Bearing 2 124' - 3 3/4" R1 F TR 1 ST TR 4 TR 1 R1 F S1 TR 4 ST TR 3 TR 1 SS S1 TR 4 SS TR 4 S1 SS F T5 S1 SS R1 R1 TR 1 MR TR 1 ST S2 TR 4 DS TR 1 TR 3 SS F R1 R1 R1 MR F R1 R1 TR1 S1 S2SS MR TR3 TR 1 S2S1 S1 F TR 1 TR 4 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6" / 12"6 " / 1 2 "6" / 12"6" / 12" 84 ' - 4 " 73 ' - 5 " 98' - 0"TR3TR1 14 2 ' - 0 " 14 3 ' - 0 " 14 1 ' - 6 " 14 3 ' - 6 " 141' - 0"DS DS S2 DS DS DS DS DS DS DS DS DS DS 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " TR 3 S3 TR 1 T. O. 1st Subfloor 100' - 0"T.O. 2nd Subfloor 112' - 2 5/8"T. O. Bearing Plate 110' - 1 1/8"T. O. Truss Bearing 122' - 3 3/4"T.O Truss Bearing 2 124' - 3 3/4" R1 R1 TR 1 SS TR 4 ST S1 SS TR 4 S2 ST TR 3 F TR 1 TR 1 R1 R1 R1 R1 F SS R1 S1 T5 SS F F S1 TR 4 S2 TR 1 TR 1 TR 3 TR 1 SS ST R1 R1 F S1TR 4 MR ST TR 4 DSF S1 R1 S1 F S1 F TR 1 TR3SSMRMR F S1R1R1R1SSTR1TR3 TR4 ST 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6" / 12"6" / 12" 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " TR1 93' - 6" 74 ' - 8 " 89 ' - 5 " 14 2 ' - 0 " 14 3 ' - 6 " 14 1 ' - 6 " 142' - 6" 13 9 ' - 0 " 13 9 ' - 6 " 14 0 ' - 0 " DS DS DS DS DS S2 DS DSDS 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " TR 1 S3 S3 S3 TR 1 7 o f 1 0 2 8 o f 1 0 2 7 of 101 8 o f 1 0 1 S1 6 " F I B E R C E M E N T S I D I N G , C O L O R # 1 - L I G H T T A N S2 1 0 " F I B E R C E M E N T S I D I N G , C O L O R # 2 - T A N S3 F I B E R C E M E N T P A N E L S M O O T H , C O L O R F I E L D BR W O O D B R A C K E T S , 6 x 6 W O O D S T A I N E D WB 8 " x 1 2 " W O O D B E A M S , S T A I N E D R1 C O M P . S H I N G L E R O O F ST C U L T U R E D S T O N E SS F I B E R C E M E N T S H I N G L E D S I D I N G , COLOR #3-DARK TAN F F A S C I A , P A I N T E D C O L O R # 3 - D A R K T A N MR S T A N D I N G S E A M M E T A L R O O F - D A R K B R O N Z E TR1 1 x 4 P A I N T E D T R I M C O L O R # 4 - O F F - W H I T E , O N ALL EXT. AND INT. VERTICAL CORNERS OF THE BUILDING TR2 1 x 6 P A I N T E D T R I M , F I E L D C O L O R TR3 1 x 1 2 P A I N T E D T R I M , F I E L D C O L O R TR4 2 X 4 R O U G H H E W N T R I M , P A I N T E D C O L O R # 2 TR5 1 x 8 P A I N T E D T R I M A T P A R A P E T S W I T H 2 X 8 A N D METAL CAP PER DTL., COLOR #2-TAN DS D O W N S P O U T , M E T A L P A I N T E D F I E L D C O L O R *NOTE:1. ALL WINDOWS TO HAVE 1x4 TRIM PAINTED OFF-WHITE ACCENT COLOR #4 2. ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE PARAPETS DO NOT ACCOMPLISH SUFFICIENT SCR EENING,THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER EQUIPMENT SUCH AS CONDUIT, METERES, AND PLUMBING VENTS ATTACHED TO THE BUILDING FACE OR PROTRUDING FROM THE ROOF SHALL BE PAINTED TO MATCH SURROUNDING BUILDING SURFACES.3. NOT ALL DOWNSPOUTS SHOWN FOR CLARITY.LABEL MATERIALMATERIAL LEGEND N ZO N E A ZO N E B ZO N E C ZO N E D ZO N E E 8 8 ' - 6 " 8 9 ' - 2 " 8 0 ' - 5 " 73' - 7"102' - 5"79' - 8" 8 8 ' - 1 0 " 7 5 ' - 3 " 9 4 ' - 0 " 84' - 4"73' - 5"97' - 11" 6' - 8 " 2' - 8 " 2' - 8 " CM U CM U CM U 2 ' - 0 " 3 ' - 4 " 1 ' - 4 " PA I N T E X P O S E D CM U , T Y P . SY N T H E T I C S T O N E VE N E E R O V E R C M U SY N T H E T I C S T O N E CA P , C O L O R T O MA T C H S T O N E BU I L D I N G S I G N A G E TE X T A N D L O G O AR T C R A F T / C U S T O M CO L O R L O G O ; CO O R D I N A T E W / AR C H I T E C T & O W N E R CE M E N T I T I O U S S T U C C O OV E R C M U SY N T H E T I C S T O N E CA P , C O L O R T O MA T C H S T O N E 1 ' - 0 " 2 ' - 8 " Mo r n i n g S t a r a t Wh e a t R i d g e AS S I S T E D L I V I N G & M E M O R Y C A R E Ad d r e s s 2" 2" 4 " 4 " 6" C O N C . F I L L E D B O L L A R D - P A I N T EX T E N D 2 4 " B E L O W G R A D E I N C O N C R E T E 1 1 / 2 " x 1 1 / 2 " x 1 / 4 " T U B E S T E E L S U P P O R T - P A I N T CH A N N E L C L O S U R E 2" x 4 " x 3 / 1 6 " T U B E S T E E L F R A M E - P A I N T 1/ 2 " T H I C K S T E E L C O L L A R , I N S I D E DI A . 6 " - W E L D T O B O L L A R D - P A I N T 24 G A . " V " G R O O V E M E T A L P A N E L SY S T E M - P A I N T T O M A T C H A D J . F I N I S H 1 0 ' - 0 " SY N T H E T I C S T O N E VE N E E R O V E R C . M . U . ; ST O N E T O M A T C H B U I L D I N G 2X 8 C E D A R @ 1 6 " O. C . ; S T A I N E D 8X 8 C E D A R CO L U M N ; S T A I N E D TR I P L E 2 X 1 2 C E D A R BE A M ; S T A I N E D SY N T H E T I C S T O N E CA P 8 ' - 0 " 2X 6 C E D A R F R A M E A N D 2X 4 C E D A R P I C K E T S ; ST A I N E D a r c h i t e c t u r e i n t e r i o r d e s i g n e n g i n e e r i n g p l a n n i n g e: design@rosemann.com w: www.rosemann.com © 2014 Rosemann & Associates, P.C.Denver ▲Kansas City ▲ St. Louis2240 Blake St. Suite 250 Denver, Colorado 80205 MORNINGSTAR WHEAT RIDGE 14031 3/32" = 1'-0"1 Southwest Elevation 3/32" = 1'-0"2 Northwest Elevation 1 " = 5 0 ' - 0 " 3 Ke y P l a n 2 3 / 8 " = 1 ' - 0 " 6 Mo n u m e n t S i g n 3 / 4 " = 1 ' - 0 " 5 Tr a s h G a t e D e t a i l 1 / 4 " = 1 ' - 0 " 4 Tr a s h E n c l o s u r e E l e v a t i o n Tr a n s p a r e n c y ( W . 3 8 t h A v e . ) Wa l l A r e a : B e t w e e n 3 ' a n d 8 ' = 1 , 8 5 5 s f Wi n d o w A r e a : ( 2 1 ) w i n d o w s @ 3 0 s f ( 6 ' x 6 ' ) = 7 5 6 s f Re d u c e b y 1 0 % f o r f r a m e s = - 7 5 . 6 s f To t a l s f = 6 8 0 s f To t a l T r a n s p a r e n c y % = 3 6 . 6 % 8 of 105-21-20141. CITY COMMENTS4/23/14 MAA M. ADAMSC. STRAWN 5.21.2014