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HomeMy WebLinkAboutDRB130417 REV1 PLANS.pdf ABBREVIATIONS GRAPHIC STANDARDS # POUND(S)or NUMBER GI GALVANIZED IRON RFG ROOFING DOOR IDENTIFICATION WINDOW IDENTIFICATION & AND GL GLASS or GLAZING RFL REFLECTED 4nND0W7M @ AT GND GROUND RH RIGHT FUND DooeNUMBm A1V AUDIOMSUAL GR GRADE RL RAIN LEADER AB ANCHOR BOLT GRT GROUT RM ROOM Park Meadows ABV ABOVE GT GLASS TILE RD ROUGH OPENING ACOUS ACOUSTICAL GWB GYPSUM WALLBOARD ROD ROOF OVERFLOW DRAIN ACT ACOUSTICAL CEILING TILE GYP GYPSUM ROW RIGHT Of WAY 1472 MATTERHORN CIRCLE CD AD AREA DRAIN or ACCESS DOOR GYP.BD. GYPSUM BOARD RVS REVERSE(SIDE) ROOMASPACE IDENTIFCATION NOTE IDENTIFICATION ADD ADDENDUM HB HOSE BIB RWC RAIN WATER CONDUCTOR VAIL , C O L O R A D O ADJ ADJACENT or ADJUSTABLE HC HOLLOW CORE or S SOUTH or SEALED ROOM NAME- RM KWE AFF ABOVE FINISHED FLOOR IiANDICa4PPED Sc SOLID CORE UNIT TYPE "°°"""WAW'YM 14 Nm"UMam AGG AGGREGATE DESIGN REVIEW BOARD SUBMITTAL , OCTOBER 17 , 2 AGGREGATE HDR HEADER SCHED SCHEDULE ® - P NmumBm AHU AIR HANDLING UNIT HDWR HARDWARE SEC SECTION REA 6 X - mFFmNCE*m ALT ALTERNATE HM HOLLOW METAL SF SQUARE FEET ALUM ALUMINUM HORIZ HORIZONTAL SHT SHEET INTERIORFLEVATI0N IDENTIFICATION ELEVATION REFERENCE ANOD ANODIZED HR HOUR SHTG SHEATHING aLErnnoN APPROX APPROXIMATE HT HEIGHT SHWR SHOWER A 7 ARCH ARCHITECTURAL HTR HEATER SIM SIMILAR DRMNGNUMER ASPH ASPHALT HVAC HEATING,VENTILATION and AIR SOFT SOFFIT D 1 AUTO AUTOMATIC CONDITIONING SPECS SPECIFICATIONS) A1.01 AVE AVENUE HW HOT WATER SPKL SPRINKLER AVG AVERAGE HWH HOT WATER HEATER SPKR SPEAKER MES NUMER STRUCTURAL GRID AWP ACOUSTICAL WALL PANEL HWY HIGHWAY SQ SQUARE B BASE IBC INTERNATIONAL BUILDING SS STAINLESS STEEL B.O. BY OWNER CODE SSK SERVICE SINK ELEVATION IDENTIFICATION DauMNeffa�DUCE BD BOARD ID INSIDE DIAMETER STA STATION `�� ' BIT BITUMINOUS IN INCH(ES) STD STANDARD ti`"•A` ,� r - Y-- .. BLDG BUILDING INCAND INCANDESCENT STL STEEL cauw BLKG BLOCKING INCL INCLUDED) STOR STORAGE o wuw�R BM BEAM or BENCH MARL( INFO INFORMATION STRUCT STRUCTURE or STRUCTURAL BOT BOTTOM INSUL INSULATION or INSULATED SUSP SUSPEND(ED) CONCRETE BRG BEARNING INT INTERIOR SYM SYMMETRICAL BSMT BASEMENT IINV INVERT SYS SYSTEMrNU COMPACTED EARTH C.L. CENTERLINE JC JANITOR CLOSET T TREAD ! ` BUILDING SECTION IDENTIFICATION CAB CABINET JST JOIST T&B TOP AND BOTTOM CATV CABLE TELEVISION JT JOINT T&G TONGUE AND GROOVE POROUS FILL(GRAVEL) CCTV CLOSED CIRCUITTELEVISION KD KNOCKDOWN TELE TELEPHONE DFUVMNU CDOT COLORADO DEPARTMENT OF KIT KITCHEN TEMP TEMPORARY or TEMPERATURE 1 ® STEEL TRANSPORTATION GLASS Al CEM CEMENT OUS KP KICK PLATE THERM THERMOSTAT ALUMINUM �- CFL COUNTER FLASHING LAB LABORATORY THK TRICK or THICKNESS SHEErNUMB9t ® 4 CG CORNER GUARD LAM LAMINATE THLD THRESHOLD - CIP CAST IN PLACE LAV LAVATORY TO 70P OF z - 1 MASONRY-BRICK CIRC CIRCUMFERENCE LBL LABEL TQC TOP OF CONCRETE DETAIL IDENTIFICATION CJ CONTROL JOINT LDR LEADER TOS TOP OF STEEL MASONRY-CONCRETE BLOCK z '"rte' - s •�-, r M CL COLUMN LINE LH LEFT HAND TOW TOP OF WALL DEruNU s �- 1 � s CLG CEILING LI9i LOCKER TS TUBE STEEL INSULAkTIONaiIGID � _ ,� __� , � O CLOS CLOSET LLH LONG LEG HORIZONTAL TV TELEVISION A1.01 _ CLR CLEAR LLV LONG LEG VERTICAL TYP TYPICAL ' - ` CM CENTIMETERS LP LIGHTING PANEL or LIGHT UL UNDERWRITERS LABORATORY MWT Nine ® INSULAITION-BATT CMU CONCRETE MASONRY UNIT PROOF UNFIN UNFINISHED - GO CLEANOUT LT LIGHT UNO UNLESS NOTED OTHERWISE GYPSUM-PLASTER a 4 COL COLUMN LTL LINTEL UOS UNLESS OTHERWISE -� e CONC CONCRETE LVR LOUVER SPECIFIED CONF CONFERENCE MACH MACHINERY UP. URINAL ®ENLARGED DETAIL IDENTIFICATION ROUGH WOOD - CONN CONNECTION MAG MAGNETIC USGS U.S.GEOLOGICAL SURVEY ® L u �q - d CONSTR CONSTRUCTION MAS MASONRY V VOLT F - - - -1 FINISH WOOD °- m CONT CONTINUOUS MAX MAXIMUM VAR VARY or VARIES L - - ® O CORR CORRIDOR or CORRUGATED MB MOISTURE BARRIER VB VAPOR BARRIER DErAJANOM PLYWOOD O CPT CARPET MECi MECHANICAL V9CT VINYL COMPOSITION TILE 1 ® i CT CERAMIC TILE MED MEDIUM VENT VENTILATION u CTR COUNTER MEMB MEMBRANE VER VERIFY 1.01 sHEErNUMER 0 CU CUBIC MEP MECHANICAL,ELECMrAL and VERT VERTICAL CY CUBIC YARD PLUMBING VEST VESTIBULE S H E E T I N D E X DAMP DAMPROOFING MEZZ MEZZANINE VIF VERIFY IN FIELD PARTITION DETAIL IDENTIFICATION J DBL DOUBLE MFR MANUFACTURER VIN VINYL or SHEET VINYL DEG DEGREE MH MANHOLE VOL VOLUME 14 rm PivtmgNN DEMO DEMOLISH or DEMOLITION MIN MINIMUM VPF VINYL PLANK FLOORING ' T DEPT DEPARTMENT MIRK MIRROR VTR VENT THROUGH ROOF T1.0 COVER SHEET DF DRINIONG FOUNTAIN MISC MISCELLANEOUS VWC VINYL WALL COVERING DIA DIAMETER MM MILLIMETERS W WEST or WIDE C DFAG DIAGONAL MI:) MASONRY OPENING W.O. WHERE OCCURS CIVIL C DIM DIMENSION MTD MOUNT(ED) WA WITH O C10 SITE SURVEY m DISP DISPENSER MTL METAL WfC WATER CLOSET . M DIV DIVISION MUL MULLION W/o WITHOUT ZONING AND APPLICABLE CODES C1.10 HEIGHT EXHIBIT N DN DOWN (N) NEW Will WATER RESISTANT C1.01 SITE PLAN HDMF DR DOOR N NORTH WC WALL COVERING ZONED; C2.0 GRADING AND DRAINAGE PLAN O Q DS DOWNSPOUT NIC NOT IN CONTRACT WD WOOD LOT SIZE: 43,975 SF DTL DETAIL NO NUMBER WF. WIDE FLIME w WOOD C3.0 UTILITY PLAN DWG DRAWING NOM NOMINAL FLOORING SETBACKS � Q MR DRAWER NI'S NOT TO SCALE WGL WIRE GLASS NORTH: 2V LANDSCAPE (E) 90STING OC ON CENTER WP WATERPROOFING} SOUTH: 20' Q 0 E EAST OD OUTSIDE DIAMETER WSCT WAINSCOT EAST: 20' L1.1 LANDSCAPE PRECEDENT IMAGES CO EA EACH OF OUTSIDE FACE WT WEIGHT L1.2 LANDSCAPE PRECEDENT IMAGES EB EXPANSION BOLT OFF OFFICE WWF WELDED WIRE FCC MAX HT: 45'TO FLAT,41Y TO SLOPED L2.1 LANDSCAPE PLAN 0 ED E*lAUST DUCT OH OPPOSITE HAND YD YARD GROSS SR 92,476 SF FJF EXHAUST FAN or EACH FACE OPNG OPENING L2.2 LANDSCAPE PRELIMINARY DETAILS J LU EJ EL NATION JOINT OTO OUTSIDE-TO-OUTSIDE BUILDING OCCUPANCY: E. R2 FRC PROJECT TEAM L3.1 LANDSCAPE COVERAGE 0 ELEC ELECTRICAL P PAINT(ED) CONSTRUCTION TYPE:VB,11 I(GARAGE) ARCHITECTURAL V uj ELEV ELEVATOR PIL PROPERTY LINE STORIES: 4 EMER EMERGENCY PAC PRBAOUSLYAWARDED A2.0 OVERALL SITE PLAN EOS EDGE OF SLAB CONTRACT OWNER LAND PLANNING •, Z EQ EQUAL PAR PARALLEL A2.1 SITE COVERAGE - GARAGE GROUND EQUIP EQUIPMENT PC PRECAST FRANKLIN BOYER MAURIELLO PLANNING GROUP A2.2 SITE COVERAGE - LEVEL 1 J �_ ES EACH SIDE PERF PERFORATED 1452 MATTERHORN CIRCLE PO BOAC 4777 41114 L/) EST ESTIMATE PERIM PERIMETER VAIL,COLORADO 8W4 EAGLE,CO A2.1 GROUND LEVEL PLAN / GRFA � Q LJJ EW EACH WAY PI4G PARbNG 202- M376-33i8 A2.2 1ST FLOOR PLAN 1 GRFA EWC ELECTRIC WATER COOLER PL PLATE FRANIQIN.BOYER@GMAlL.COM EWH ELECTRIC WATER HEATER PLAM PLASTIC LAMINATE A2.3 2ND FLOOR PLAN /GRFA EXT EXTERIOR PLAS PLASTER ARCHITECT LANDSCAPE A2.4 3RD LEVEL PLAN /GRFA F FARENHEIT PLBG PLUMBING BDP J SHOP WORKS ARCHITECTURE DENNIS ANDERSON P O B 0 X 7 8 3 FA FIRE ALARM PLYWD PLYWOOD 2682 WYANDOT STREET PO BOX 1367 FAG FIRE ALARM CABINET PNL PANEL A2.5 UNIT PLANS FACP FIRE ALARM CONTROL PANEL POL POLISHED DENVER,CO 8Q211 M390 7 CO 81822 PHONE:72a.244.1I402 97C�3e�o-37da A2.6 GRFA CALCULATIONS FD FLOOR DRAIN or FIRE DAMPER PR PAIR or PROPOSAL REQUEST FAk FDN FOUNDATION PREFAB PREFABRICATED EMAIL:WILLHENTSCHEL@GMAILCOM FE FIRE EXTINGUISHER PREFIN PREFINISHED A27 ROOF PLAN FEC FIRE EXTINGUISHER CABINET PRESTR PRESTRESSED A2.8 HEIGHT VS. NATIVE/ FINISHED GRADE FF FINISHED FLOOR PRIM PRIMARY STRUCTURAL PLAN FFL FINISHED FLOOR LINE PROD PROJECT FH FIRE HYDRANT PSF POUNDS PER SQUARE FOOT TBD A2.9 HEIGHT TABLE FHC FIRE HOSE CABINET PSI POUNDS PER SQUARE INCH FHV FIRE HOSE VALVE PT POST TENSIONED orPAINT CONTRACTOR A4.01 ARCHITECTURAL REFERENCE FIN FINISH(ED) PTD PAPER TOWEL DISPENSER A4.02 ARCHITECTURAL REFERENCE FDCT FIXTURE PIN PARTITION ED FLR FLOORING) PTR PAPER TOWEL RECEPTACLE A4.1 NORTHEAST RENDERED PERSPECTIVE FLUOR FLUORESCENT PVC POLYVINYL CHLORIDE A4.2 NORTHEAST CORENER RENDERED FOC FACE OF CONCRETE PVMT PAVEMENT ELEVATIONS FOF FACE OF FINISH QT QUARRY TILE CML ENGINEER FOM FACE OF MASONRY QTY QUANTITY A4.4 MATERIALS LEGEND FOS FACE OF STUD (R) REMOVE PEAK LAND CONSULTANTS A4.4 MATERIALS REFERENCE FR FIRE RESISTIVE or FIRE RATED R RISER A4.5 NORTH & EAST ELEVATION 1000 LJONSRIDGE LOOP FRP FIBERGLASS REINFORCED RAD RADIUS VAIL,CO 61Bb7 PANELING) RB RUBBER BASE A4.6 SOUTH &WEST ELEVATION A4.7 RENDERED ELEVATIONS FRT FIRE RETARDANT TREATED RBT RUBBER TILE EMAIL:ROMEO@PEAKLAND.NET FT FOOT(FEET) RD ROOF DRAIN or ROAD A4.8 RENDERED ELEVATIONS A4.9 RENDERED ELEVATIONS FTG FOOTING RE REFER TO or REFERENCE FURN FURNISH(ED) REC RECESS(ED) FURR FURRED or FURRING REGPT RECEPTACLE FVC FIRE VALVE CABINET REF REFRIGERATOR or A5.01 BUILDING SECTIONS w GA GAUGE REFRIGERATED m GALV GALVANIZED REINF REINFORCED o w GB GRAB BAR READ REQUIRED GC GENERAL CONTRACTOR RESIL RESILIENT GCMU GLAZED CONCRETE MASONRY REV REVISE,REIAFSED or REVISIONS I Lu Q UNITS) RF RESILIENT FLOORING Q W � H ab 6020.5 � : o 8020.6 I ` 8020.7 PEAK LAND CONSULTANTS, INC. \ JI .p. TOWN OF / 1 8021.6 VAIL 970-476-8644 FAX 970-476-8616 O I� 1000 LIONS RIDGE LOOP VAIL,CO 81657 � OCV - 00 Q I I TOWN OF VAIL ST 1 7 F.F. 1 8023.2 8022.2 �Wv c GRAPHIC SCALE 021'6 1 1 D4 I COLDSTREAM J COLDSTREAM , 8019.6 1 CONDOMINIUMS '\. 20 0 10 20 40 i 1. / L LOT 53 CONDOMINIUMS ; 8019.5 �``�_ __._ _ _ _ - ,' -'- /w,,° 1 1 GLEN LYON SUBDIVISION ' II ' w X8020.6 8021.2 - - - - - - - -- - 8022.6 1 1 '`Sy \ LOT 53 i 8019 ( IN FEET ) 8024.8 8024.6 ��Z -\ \ O ELE-ELE-ELE-ELE-ELE-ELE-ELE-ELE-gyg ELE E \•\ 8014.3 �\\ GLEN LYON SUBDIVISION I I � 80211 � � g, 1 n \ 1 inch = 20 ft. 016.8 8023.4 8024.7 �f \\\ $�_02-2 4 8021 8 � _ I I TOPO 80 267 I AREA 8020.4 2 3 2 8014.8 y �J L 8014.5 8015.2 \ \� 8025.1 M 4 VII I 8027.1 L2 TH N w ROTIATED 0'15 517E WV 8014.9 I �� ® a O 8 1st X - I I I PARK MEADOWS 30 �' I1I 8027.0 I I I THE EAGLE POINTE CONDOMINIUM / BOOK 192, PAGE 123 of O \ / 8015.7 \ I 4� ::, \\ �11�YJ \ �v / I I so2s.t3� 7 rr ((` , v DECK: � ��Wlf� I ' �- 8029.6 1 DECK _� 8027.3 I I r r ) Q �//' 80t ,f Y/:4 GARDEN Q 8023.4 8025.0 8026.3 029.3 �� go- 8020.8/ I % 8021.5 w v _ / w 8027.3 TRACT A 8016.1 - � .:''..:,. � .��., FIRER�A LANE BOUNDARY � �\� Z �Id�\\\v, ✓ SEWER MANHOLE rJ 2 .0/. 8017.4 - / "- I/ ,1.2 RIM ELEV = 8021.0 RECEPTION No. 193118 8028.5 �' \ Ln \ LOT 4 U --� `p 0 1.2 `. .. ; 1 / \ w I 8031.7 /off V .// 8017.0 \ \Cy ,\\ - V 8020.6 1• / / L sot 6.1 _ . . t ,_ . - . _ . . - sot s 02 - - - - - - -- - - 024.8 - -- - - 8026�8 � -- 8027_s � - -- -. O \ LLI 80}7.6 8022.1 8023.5 8024.8 8025.8 8028. \ -- -- --.- �.�_� 1 80186 so191 1s. w 020.0 Sozos -� CURVE TABLE (� J . . d ti 8017.4 7.s 8. J sot 5'..' :.;i :• .. ... 802•4 21.7 .. .,. ....GARDEN ELE- LELE ELE ELE ELE ELE- •:ELE'.-... .. -.. ,..- .. ,:.•`� \ W ELE ELE ELE ELE ELE ELE ELE LE .. ._.:.,,:.:'0 .:... ... ., ._ .,...:.:. - \\\l// 8016.1 So�llE3 / / .•.: -. - : . ,:....:.... . .. ., . ::. .., • .• . ... .�.. . . - �� :::.:.....:: .:.:.�.� �.� :::� \ C C1VE DELT�» RADIUS LENGTH TANGENT CHORD CHORD BEARING r - 8021.2 ao1 s.4 \ 22.3 6,22,. . ,, :..: ':;` : :. :.,::..;- .. :`..I J \ \ \ / 8016.8 8019.3 -. `.::'..; : "• / - . . � ` � , . ....:....:..• �• • ::.,... ... ..,. ... . .• .:... .:. .. .: . ..........:..:. .. . ,. •: :...,.. .. . .,. .. .' -�.:.:::;_;,::;,.::-`-����..,���'•` 90°00'00" 17.50' 27.49' 17.50' 24.75' N15°58'416"W -- - - 8017.0 //1 8017.3 8021.1 :•;. ." 5 \ C2 p, - . / I WWV 8020.4 .. :. .:.:.:... 8018.3 8016.0 8016.7 `` sA2s 8 :'' .`'`r v LINE TABLE 8015.7 � �� . , 8017.1- - - - - 8017.7- - - - - - - - - - - - - - - �r - - - - -.T - - :.,.:.,.,. ,. EU25.2 8027& '" J L 8016.3 �:���.�:y��• j.�- - �- 5023:1. : \/ � `a 023.9... Y , ' '- LINE LENGTH BEARING 8016.4 8017.0 / / - - - - -' 8030.7 8030.8 J / F / I / / \ \ \ L1 232.00 S89°08;11;;W 8016.4 8017.0 V b 3 2 8W / / 8035.4 \ L3 2203.36 N09 55'54»E CENTE I E 1\ INLET \ L4 205.17 N46°09'59"E Q N __PATH \ L5 194.59 N73°02'59"E 1 8016.6 / .�; o °` L6 271.70 S40°34'03"E 38.7' _ 32.8' /�/• �- \ ✓_ 8030.6 (8040 --- 0 - � �\ / � � \ �\-\ 8036.8 �\ L7 55.03 S08'55'57"W � w sols.s /' 6� 8030.6 I 8031.1 TENNIS S0 6031.2 / / / - \ \ \ L8 175.51 S29°01'19"W UNDERGROUND o 8030.9 7 8031.1 \ \ L9 232.04 S89°08'11"W PARKING ? BUILDING `O COURT L10 19.99 N00'18'28"E - 8016.88/ / 4177 SQ. FT. \ \ 6358 SQ. FT. I / \ v \ OUTLINE I \�! �� \ \ L11 232.00 N89'08'11"E / / j \ \ \ L12 187.00 N00'19'19"E -\\//�'- //� 32.8' 52.1' �' -� - J -- \` \ \ L13 187.00 N00°19'19"E 8027.3 --"/ \`\\ \\ /I\\ x 6°31.0 L14 11.12 S89°08'11»W T 8030.3 ® 8031. ' BUILDING SETBACK \ \ \\ \ \ 1 REC. No. 195934 8039.3' } 8031.3 8028.7 � x /\ Q / _ - - 18"CMP \ �U X ( 8043.6' 41.04 X X '8045.9 1 \ �- �� -8044 -- 8041.0 \ r- - 8028.9 8028.9 1 , / C% SECTION 12 r 8032.7 ( T5S, R81 W, 6th P.M. 1 _ 6045.6 / 1 282.8• / FOUND No. 5 REBAR / $0424 \ GENERAL NOTES \ I WITH YELLOW PLASTIC CAP 8046.3 / 1 \ \ 1. DATE OF TOPOGRAPHY: NOVEMBER 21, 2007. \ I / L.S. No. 12770 8047.2 8046.9 1 \ / LEGEND O / / / / \ 8044.2 80471 8046 9 8046.51 �/ 2. PROJECT BENCHMARK: SEWER MANHOLE MH00200 LOCATED NEAR THE NORTHWEST M \ \ CORNER OF THE EAGLE POINTE CONDOMINIUM, RIM ELEVATION = 8017.5', INVERT I m �O / 8047.8 0v / s \ \ ELEVATION = 7997.5'. Q ELECTRIC MANHOLE -ELE-ELE-ELE- BURIED ELECTRICAL LINE 8047 y e �6&46.9 \ 8046.9 S 1 I / 8045.33 BASIS HE SOUTWEST CORNER THE COLDSTREAM CONDOMINIUMS BEING EVERGREEN TREE O CMP I / / / // l 80471 / '' / S 8045.7 \ S SEWER MANHOLE / / S88°59'31"W - 320.00'. DECIDUOUS TREE sT STORM MANHOLE STREAM / I ( r / ry � J \ h�8045.7 1 v \ BUILDING 0'7 4. THE DOCUMENTS RECORDED IN BOOK 189 AT PAGE 59, BOOK 191 AT PAGE 241 ® BOULDER OW WATER MANHOLE - - - - - - - - I h' 0.T 2.0' 1 EDGE OF ASPHALT 8047.4 \ AND BOOK 220 AT PAGE 385 ARE FOR AN EASEMENT OF INGRESS AND EGRESS, •o GUY POLE © TELEPHONE MANHOLE � ' � 8044.1 `� F.F. / � ! - EDGE OF CONCRETE I ' ' I I 8041.2 �o AND FOR WATER LINES. NO DOCUMENTS WERE FOUND FOR DEDICATION OF PUBLIC XX STREET LIGHT QU UNKNOWN MANHOLE BUILDING I � a / '�'' 8047.4 RIGHT-OF-WAY TO THE TOWN OF VAIL. 6 So 7.7 i OUTLINE HED O� UTILITY POLE DRAINAGE O ✓,a j� 8047.4 80 7 /, ® CLEAN OUT I I I 8046.6 `L I -o- SIGN GY - - - - - - CURB AND GUTTER k•: 8048.0 � / 5. COLDSTREAM CONDOS IS SUBJECT TO THE UTILITY EASEMENT AS GRANTED TO HOLY M GAS VALVE j CROSS ELECTRIC ASSOCIATION, INC., IN INSTUENT RECORDED OCTOBER 16, 1978, IN BOLLARD - - - - - - - - DECK OR PATIO I I J I �' o�� BOULDER WALL I 8047.0 BOOK 292 AT PAGE 792. Z M WATER VALVE OVERHANG I l J ' `�° EDGE OF ASPHALT (TYPICAL) / O O MONUMENT YY FIRE HYDRANT TREE LINE I ' I PARKING _ �•or � 6. PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT (n BRICK PAVER WALK ® GAS METER I m ° ' r 8086'8 / PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD. > BOUNDARY ( / RECORD DOCUMENTS UTILIZED IN THIS TOPOGRAPHIC MAP WERE PROVIDED BY LAND W CONCRETE WALK ® ELECTRIC METER EASEMENT I x8 GRAVEL TITLE GUARANTEE COMPANY, FOR PARK MEADOWS,ORDER No. V50018763, DATED III CABLE TV PEDESTAL I I I \ /j ° �- (TYP.) 4.2' r / MARCH 26, 2007, AT 5:00 P.M., FOR COLDSTREAM CONDOS, BASE ID No. 3735, ADJOINING PROPERTY I L m ELECTRIC PEDESTAL 1 I V \ \ 8047.2 80479 8049.2 DATED OCTOBER 01, 2004. ® TELEPHONE PEDESTAL CONCRETE WALL / I I 47•t \\ r 8047.5 1 �I 1 7. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION ® STORM INLET STONE WALL I II \ 8048.1 l\ 8048.6 1 I BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST X CHAIN LINK FENCE111 1 / / \ C DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY I ® TRANSFORMER �l I �-®-�.a GRATE a q 8048.4 PLANTER 1 DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE WOOD FENCE II �y II HOT as a F.F. ° `---- -----a_-------- - r ao47'z 1 OF CERTIFICATION SHOWN HEREON. BOULDER WALL �I I II I TUB d �1 -------------- -..---- - I DECK 8049.2 8049.1 co t Qa 8048. P L WOODEN WALL 8048.4 J l a' CONC. WALK ' / 1 Q I I I I \ 8048.2%/ 8048.7 (TYP.) ` 8048.2 PARK MEADOWS / �� � / F.F. ,et BOOK 192, PAGE 123 8052.7 O I I 00 I �. 8049.1 8058.0 / / / / �� Off/ Z THE EAGLE POINTE CONDOMINIUM 41 Ae, \ // R Y CERTIFICATE 1.521 ACRES I / / / / \off SU VE ORS CER CATE / DECK 2nd (BOOK 453, PAGE 441) I ° 8057.7 DRAINAGE I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF 8047.6 8054.9 / o THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS ADDRESS: 1500 MATTERHORN CIRCLE \� \ EASEMENT / �/ a 1 I � RECEPTION / / Q �- MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND 8036.3 8030.8 I I r ',J --- ' 21, RECEPTION d R 8088.8 ) No. 168773 / � / �- CORRECT TO THE BEST OF MY KNOWLEDGE. OUTLINE k� I °,' 8048.5 HATCHED 7 / 8048.1 / t \DECK �- (' / / --------------------------- 8035.9 FOUND No. 5 REBAR '° r \ a / , / �� / DATE: WITH YELLOW PLASTIC CAP/� ( ( / 8048.5 8048.est ti6/ 8048.1 / `` / ®�'O�,��G BRENT BIGGS m \/� L.S. No. 12770 J I / 9 O / 8056.8 / e° O RE COLORADO P.L.S. 27598 O G/ FOR & ON BEHALF OF / //0 ai 00 ?6 804b.5 `>i / � P N( e� SF PEAK LAND SURVEYING, INC. PRELIMINARY Cl) // C o ' �,� -� l I d1 �' / 1 So4as COIL IN \ o4s,a I \ ao48.3 �O o G' �` NOT FOR CONSTRUCTION N \ _ 89'59 31"W - 325.78 CALC.-353.99 TYP. co / 8046.8 8048.4 w 8048.9 8048.6 / - 40 8047.7 8048.5 / / 27598 o DRAWN: RAB 1� _ 050 3� 8 DESIGNED BY: RAB 80426 - I 8 6048.7 �� - - / j /� 8�6 / /0NAL LANDS REVIEWED: RAB / CENTERLINE �4 O - - - ; - - - - - - - - - - - - - - - - -- � - - - - - •- 046.4 ROAD 8� eo4a.t \ _ / \ / a / 50' UTILITY AND WATER I \ 80478 �� / / 8060.7 / PLC JOB#: 1604.1 rJ so37.2 LINE EASEMENT 8045.1 w Fy 8046.9 8047.9 - - - / • it 8056.2 MATTERHORN CIRCLE ( ) - 9062., / 806,.3 DATE. 8-26-2013 BOOK 220 AT PAGE 385 b / / ,8-� - -� SEWER MANHOLE T ces r PAS c w c�TC�Js I-- IS �s c GAS c � c IV WAT 50' RI�T-OF-WAY) H RIM 8046.0 8047.1 c "S I EMERGENCY VEHICLE & s s cAS sER / PER THE EAGLE POINTE C DOM N UM os 377 NrAT WAT z a� s c 7• s atr s $ s �TIL 1"S EAS�E°1`v1EN 8060. _ - - _ - - - - - so t � �, ao44.4� 04 8046.6 E E R EdbT+6iQ- 168773 SEE _ o s GAS �" o / SEWER MANHOLE SHEET - - - - - - - c ses c 046.2 ELI,- 8 0 / RIM ELEV = 8062.3' S 08„ v C) _ . . _ . . _ . . _ : _ . . _ . iA E E - \ / 8063.1 /WV CO - - g� �\ \ / \ / \ / \ \1. 8064.5 Cl ■ 0 0 i \ j✓ I co (1) / o �. x \ / \ PEAK LAND CONSULTANTS, INC. J \ 970-476-8644 FAX 970-476-8616 / — , —8030_ 1000 LIONS RIDGE LOOP VAIL,CO 81657 LIJ / (D e)040 \ V w LLJ COLDSTREAM U / / \ CONDOMINIUM f f \ ® 0� / \ LOT 53 - / GLEN LYON SUBDIVISION , / - - _ 232.00' � / � / l � � � zQ � 44 -- — - / \ \ \ GRAPHIC SCALE OT 0 0 20 0 10 20 40 0 U LLI \ I \ \ \ \ ( IN FEET ) —� / / 1 I f�\ \ \ 1 inch = 20 ft. 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ADDRESS: 1500 MATTERHORN CIRCLE ` / /EASEMENT / // Q 1� 12' J 18 ` 1 RECEPTION — 1- / (HATCHED) + 22.0' GUARDRAIL C \ 89'59'31"W 3. \ / fv0 LLI - - - - - -r- - - -0- - - - - - - / - - / - -/ - -s— O O / 5[ �, MATTERHORN CIRCLE (B r I - -- TRACT A I � N v wv (50' RIGHT—OF—WAY) ( EMERGENCY VEHICLE & 1 SEE NOTE #4 i S ±i — — — Da - E A sEM'EN�—� \ PER THE EAGLE POINTE CONDOMINIUM — CEPTION No. 168773 - - - - - - - - - - — ® — U60_ _ / / w - _ - -_ �� - I L0 J 8050 / wv BOULDER WALL BOULDER WALL (TYP.) TRASH PICKUP CONCRETE PAD / LOT 4 GLEN LYON SUBDIVISION LANDSCAPE STRIP/BOULDER WALL TRACT A PATH WORK TO BE COMPLETED BY TOV. RECONSTRUCT PATH PER TOV PUBLIC WORKS. STRAIGHTEN EDGE OF ASPHALT ALIGNMENT AND PROFILE. 20.0' UTILITY PRELIMINARY EASEMENT NOT FOR CONSTRUCTION CO RECEPTION No. 168773 FIRE DEPARTMENT STAGING AREA N DRAWN: RAB CD 00 DESIGNED BY: RAB REVIEWED: RAB a PLC JOB#: 1604.1 DATE: 8-26-2013 a w 0 GRAPHIC SCALE SHEET g so o io 20 40 so CO C) ( IN FEET ) C 1 o a 1 inch = 20 ft. 0 0 CO a) 7,- o d x wv III I 1 4/� X 30 / I� �'' 1.2 \ \ I I I PEAK LAND CONSULTANTS, INC. wv — — 1 1 970-476-8644 FAX 970-476-8616 _ -_ =. - _ _ - -- _ - - - _- - - - _ - - _ ----- _ �\1 —8030— 1 1000 LIONS RIDGE LOOP VAIL,CO 81657 y,. Z 1 Z / :;; =1.2 I Imo/ \ / i 04 // \1 (_� w — — ----— — �.----•--•--•--•--•--•--•--•-----•--•-- -- -- -- -- ---------— ---- -- - -- ------------ ` I \ ELE-ELE-ELE- j E LE LE-ELE-ELE-ELE-ELE-ELK-ELE-ELE-ELE-ELE-ELE-ELE ELE ELE- -ELE ELEJ \ vmv _ 7� _- - - - - - - - - __ - - - --- - - - - ' � \ \ \\ \ 040' � � A � Cm Lu 10 L Z' Lu i X �- x I CONNECT STORM DRAIN TO EX. 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II 5 I I56/ I I I LIMITS FOR PARKING GARAGE LEVEL EXCAVATION p T ST 11 `� I (ASSUMED 1: 1 LAYBACK) I 0 k. 0 I 1 I 1 6 48 01 / �, I BOULDER WALL 1 1 I / 12 ROUTE SUBDRAINS TO GARAGE SUMP PUMP (BY OTHERS) 4 � I I 0 - 1 � DISCHARGE SUMP PUMP TO STORM DRAIN SYSTEM Io / A5+ PARP MEAD - (REFER TO GEOTECHNICAL RECOMMENDATIONS) � � 48 55+ I OOK 192- .1 THE EAGLE POINTE CONDOMINIUM / 1.521 ACRES �I 4 52 i / � / � I m (BOOK 453, PAGE 441) 0 __ _--.-- :. 4 � •L / G ADDRESS: 1500 MATTERHORN CIRCLE I� 1 \ I 6.3 4 55+ ` i /50 I I I I 1 X46.0 18 I I 46 +54.5 3. _ 1 ---1-5-------------------- ----------.......... 44 42.0' 41. 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DENNIS ANDERSON Salix purpurea'Nana' Dwarf Blue Arctic Willow #5 Containers RECESSED WALL LIGHT PAVING LANDSCAPE A RC 1 I T E C T U R E ADDRESS MONUMENT TO MATCH METAL ON Sydnga vulgaris Common Purple Lilac 5' B&B ARCHITECTURE WITH BACK LIT ADDRESS# CONCRETE PLANTER WALL TO MATCH ARCHITECTURE GARAGE ROOF SLAB:RE STRUC GARAGE TOPPING SLAB, INSULATION,WATERPROC CONCRETE PATIO WALL TO MATCH ARCH. DRAINAGE SYSTEM BY OTHERS P.O.Box 1387 Edwards.Colorado 81632 1500 PERENNIALS,GROUND COVERS AND ORNIMENTALGRASSES #1 Containers COURTYARD ELEVATION LOOKING NORTH AT UNIT ENTRIES Phone(970)39Q37d5 A • small daai�cantcascrtel SCALE; 114r1_1 r-QII � VAIL, �D"orado Licensed Landscape Arc hitecl It 535 J GRASS SEED MIX MOUNTAIN MIX FOR ALL DISTURBED NATIVE AREAS 1 LANDSCAPE BOULDERS r 0 GRANITE approx. sizes 2'-3' ry' NORTH Q CID COLDSTREAM � WV CONDOMINIUMS /� fr f I M EXISTING TREES — — z_ — — — ,� — — " __ -- " _s '�j 1� Q 1Q !! Q I n 40' C) .-- ,i 6030 �► � � SCALE: 1 -20 -0 � EXISTING ASPEN TO REMAIN �'' _ Uj IB0� EXISTING SPRUCE TO REMAIN �J f�� ! �/ -- -- \ 0 m LU \ / — � EXISTING ASPEN TO BE REMOVED f } -; 4-6 WIDE EXISTING SPRUCE TO BE REMOVED I I / --� STAIRWAY / / ,f,44 � V .., 3-7 STEPS I COLORED �� T" / O 14"TREADS �' I �, CONC.PATIO 42,\� ��'' 38 J �...� — +41 +41 • 8 a SITE LIGHTING LEGEND f • 46 4 SYMBOL TYPE QTY. MANUFACTURER MODEL /� � / C� 50 PATH LIGHT BOLLARD 15 SOLVANTI RUSTY SLOT 50 -- - " 19.7 HIGH � � ,, X42_ _ _ i; : � _ : �` --� � —' -- _ . . �I - +42--- .' 48 4 44 3 I r 52 `� �'► \ SHIELDED DOWN LIGHT 2 DELTA STAR DELTA STAR EAGLE P O 1 N T E r 42 1. N �' �" r l (!BUILDING\ C O N D O M I N I U M , 44 +53 +42 (SETBACK LINE 0 !� 42 1 a QOQ � WALL LIGHT RECESSED 17 BEGA 2191 LED �� � � � r l 1 $ � � ,* I � 54 1 46 4 O ti T DRAIN INLET TYP. I f LU a C3 ADDRESS MARKERS ARKERS 17 ARCHITECTURAL LED FLEX 600 1 rI �, m 9'x12'ENTRY r. NATIVE GRASSES a ADDRESS PATIO AREA RECESSED LED LIGHT RIBBON � � I MARKERS I '" GARAGE EGRESS d 1 "' y I J w PROJECT ENTRY 1 ARCHITECTURAL LED FLEX 600 f 5 I i COLORED 1 CONCRETE I O / RECESSED LED LIGHT RIBBON r a + -- +53 PAT( w EXISTING TREES--, _� I t 10 ( o 1 V f l +53 t :� � 1. ¢ SITE LIGHTING CUT SHEETS 1 _J._ �. 42 6 48 � I t - -- - - +5 y , w.I jI l�rn+cull 6'WIDE STAIRWAY } +53 '` - I 4 HIGH BOULDER d N DELTA ST" 3-7"STEPS I � � � +53 MORTAR SET SANDSTONE I � Q W 11mey.yly 019]l Exicrbr.-Bu3LwdSy UkI! I• %tin � � � "f I l PAVING WITH SNOWMELT � WALLS r/ „ 14"TREADS f` �{ 1,2 All• Sir Schr tirazvr lsal4*"t l,..4t I i,' + -- I ., ELLIS { _. .—Ti— I,m IA !)rrd IR 111 ;I 1 1 I ntFnr rtc a-,!l*4pMl Yu a 49.52 f1 rr'd-r f ! I .• 1 r Itxrrt 11 ' � 1+42 -- "„� EDGE OF ROOF LINE 1 4 j �i' P O B 0 X 7 8 3 _ .,:�r,t l rf,•m!:.I.,Iv.l4rs,•a tr. l � � � 0 . � � GARAGE I I a °Io BELOW +53 f EDGE OF 1 G GRADE *53 GARAGE BELOW' ffff GRADE ` CONC. +53 ! - • a 1 l� f 'f 46.7 q �� PLANTER +53 S2 \1'� + I �. COLORED afs�c.er r.eu r rl nl q WALLS + 0 +4 �$ CONC.PATIO WALLS 46 CONC.PATH a .tom= i r: tK3 I a 1 ■f11,f1 IYJ L17aCK k! }•.;;,y�l '.uvl,n �'' a— - "'n R,.erww.....Y r L. l '.A.a�.y. • f IUD 5. ”" - _ i - R",r'k v• e... .,,, 1 I; FIRE —t .— o■!b t l crTrs� :tar.•t:: >a +A w.a:.u. — k , .,Ilhlr�l r! 1 I TRUCK GARAGE- +42 LEGEND �-Y �� - :• _ PATH LIGHT BOLLARD f i STAGING \+42 1 , 26x50 I i i f j' — / / EXISTING CONTOUR _ r I I O-K ucPnTrnro �rT�l i !- 1 I r 1 T 156 / y SHIELDED DOWN LIGHT - .�..,...��. ..�� ..,. �.. - r -° WINDOW WELL WINDOW WELL / TWO MOUNTED ON TRELLIS — - - -� �-. ---' PROJECT FIRE_ t _-__ ` PROPOSED CONTOUR .......ems'. . — Z- j , EN.T-RrST N! TRUCK % 6.2°� +42 +42 +53� - A°+53 2°I° SHEET FLOW AND PERCENTAGE OF SLOPE 46 STAGING i C 4 ° + 60 �IS.�r1lM HP 26x50 __ ti 52� 54 SPOT ELEVATION - i - 6 s a 58 DRAINAGE SWALE AND DIRECTION OF FLOW = •..�w.a..�.�i...rlr■1. 'W Ors, r4 Ix"rx i fr. .,s i l�•+ ,rt�r.,�� 54 60 56 62 A T T E fi H D Ft N a — _ — 47 — — —/4�� �' S2 B 60 re.}ISSll/„,vin: •. .,.n..�..,r.,..._. 46 + SILT FENCE-LIMIT OF DISTURBANCE TRACT A M IMIArrAa.w, O • ,rl,.11a>• � r.,.,�.��,:�". � 44 sl 42 4$ - m F. � . / — - W — t .� I �, a '\ fl -- - d L ® DRAIN INLET � f`Ir r^ 8 l LOUVERED RECESSED LU WALL LIGHT RECESSED LED LIGHT RIBBON �! CONIC.MA PLANTER WALL LOT 4 C7 ' r T � H FOR ADDRESS MARKERS AND PROJECT SIGN '� O MATCH ARCH � _ EXISTING TREES NOTE: BOULDER WALLS IN EXCESS OF 4 FEET IN HEIGHT SHALL BE DESIGNED BY A STRUCTURAL ENGINEER. L2 .2 V J MIRAFI 140N FILTER FABRIC 1 HORIL PRELIMINARY \�+ \� ° ___ � ab b o = b ° r o J o Lu < F,- 12" GRAVEL DRAIN °p = , LANDSCAPE DETAILS </,X (**4 _ j9. o dp« orb' c a � BOULDERS SHALL BE 21-3' - " _ ff G DIAMETER (MIN)IN SIZE / f "4. 6" PERFORATED PVC - DRAIN °° ab O '/ f TO DAYLIGHT ° V ° °.9 o \ �\/"\, UNIT ENTRY \f\!\f\/ KEY BOULDER WALL 12"MIN WALK $ter !\\/\ \ INTO EXISTING SUBGRADE BOULDER RETAINING WALLS , , d G o O v DENNIS ANDERSON SCALE: NONE ,� � � r� >n �► G ® ® LANDSCAPE ARCHITECTURE ADDRESS MONUMENT TO MATCH METAL ON RECESSED WALL LIGHT PAVING P.Q.Box 1387 Edwards.Colorado 81632 GARAGE ROOF SLAB:RE STRUC VAIL, CO Phone[970)3911.3745 MORTAR SET STONE PAVING ON A CONCRETE SLAB ARCHITECTURE WITH BACK LIT ADDRESS# CONCRETE PLANTER WALL TO MATCH ARCHITECTURE email daai @ccmcastnet GARAGE TOPPING SLAB,INSULATION,WATERPROC CONCRETE PATIO WALL TO MATCH ARCH. DRAINAGE SYSTEM BY OTHERS 2"STONE STEPS, REFER TO PLAN ::rnorave licensed Landscape Architect It 535 CONCRETE STEPS WITH SNOW MELT. A COURTYARD ELEVATION LOOKING NORTH AT UNIT ENTRIES REINFORCING BY THE STRUCTURAL SCALE: 114"=1'-0" ENGINEER NORTH a , 4 ' GRAVIL BASE COURSE a 2%0 M COMPACTED SUBGRADE Ai SCALE; 1"=20'-0" � O 4 uj 0 N, D.R.B. REVIEW & COMMENTS 10-9-2013 ACCENT DOWN LIGHT 6"X6"LATTICE RECESS O \/ \\!!�\�!\�f\ ��\\/�/f,• INTO BEAMS DENNIS ANDERSON V LANDSCAPE ARCHITECTURE 6"X8"BEAMS _ — — F MORTAR SET SANDSTONE PAVING ON CONCRETE STAIRS 678"SUPPORT P.O PQ-Box 1387 Edwards.Colbrado 81632 SCALE:314"=1'-0" RECESS 2"TO POSTS Phone(970)398.3745 email daai@comcastnet 8 1IX8"POSTS — - SANDSTONE PAVERS, 1-112 Colorado Licensed Landscape Arcwtecl 9 5.35 "-2-112" THICK, RECTANGULAR SHAPE MORTAR SETTING BEd ® f . I I ' ' !, T . 1� 1 1 . . . I .� . . . . I . b - N CONCRETE SLAB. REINFORCING BY r STRUCTURAL ENG. 0 S MONUMENT T RECESSED WALL LIGHT Q S O MATCH METAL ON MORTAR SET SANDSTONE PAVING WITH SNOMELT -- — O TECTURE WITH BACK LIT ADDRESS# CONCRETE PLANTER WALL TO MATCH ARCHITECTURE }'. } p o p GARAGE GARAGE ROOF SLAB:RE STRUCTURAL — ' UJ SNOWMELT SYSTEM TOPPING SLAB, INSULATION,WATERPROOFING AND n RE. MECHANICAL ENG. DRAINAGE SYSTEM BY OTHERS a a - 1 O � TRELLIS SECTION I ELEVATION LOOKING NORTH AT UNIT ENTRIES • J W SCALE: 1J4"=1`-0" w � v COMPACTED ROAD BASE-PER — - - SECTION SOILS REPORT _ ^ Z COMPACTED SUBGRADE-PER SOILS \ j REPORT \ \ J —_- N _ w% - II B Q A A > 0 E MORTAR SET SANDSTONE PAVING - ON GRADE, NOT ON ROOF STRUCTURE 4 SCALE: NONE P O B 0 X 7 8 3 o ---9 —� NOTE:ALL WOOD, 4 I FINISHES,STAIN AND I HARDWARE TO MATCH SNOWMELT SYSTEM PER MECH.ENGINEER -- TE: PROVIDE THICKENED EDGE OF '� y ARCHITECTURE FOR OUTSIDE EDGE OF BUILDIGH COLORED CONCRETE WITH ROUGH 1 — — y G a f ACCENT DOWN LIGHT PATIOS,TYP. BROOM FINISH AND INTEGRAL COLOR - TO MATCH ARCHITECTURE «� rf' ° FINISH GRADE.SLOPE I _— — -- 6"X6"LATTICE RECESS 2" a — 2%TO DRAIN REINFORCING PER STRUCTURAL ENG. INTO BEAMS ' LEGEND ° 6"X8"BEAMS 4. 4 / r " — — — — EXISTING CONTOUR a r 6X8 SUPPORT � 4 �, �� \ \\\� it RECESS 2"TO POSTS i,II - PROPOSED CONTOUR \\ \\ 8"X8"POSTS e a SHEET FLOW AND PERCENTAGE OF SLOPE X,r'�`°Rf\/\ \, ,/\ /�� \ � ,r�' `�/�\< /�\ /'� \ � f�\ /`\ /\ \ I �. ADDRESS MONUMENT TO MATCH � ' ,// /�' f' � METAL ON ARCHITECTURE WITH 74— SPOT ELEVATION \ \\ �\'/\\ti/\\'/� /\� /\ f. \ <<\ \`\ �\ \\ •�\ •\\ \`• �\ \, ! BACK LIT ADDRESS DRAINAGE SWALE AND DIRECTION OF FLOW = SILT FENCE-LIMIT OF DISTURBANCE � GRAVEL SUBBASE-SEE GEOTECHNICAL RECESSED WALL LIGHT REPORT FOR RECOMMENDATIONS MORTAR SET SANDSTONE PAVING WITH SNOMELT A SECTION 1 ELEVATION ^ w CONCRETE PLANTER WALL TO MATCH ARCHITECTURE op ��fN C GARAGE ROOF SLAB: RE.STRUCTURAL and TOPPING SLAB,RIGID INSULATION WATERPROOFING I A WCOMPACTED SUBGRADE-SEE SOILS GARAGE • REPORT FOR RECOMMENDATIONS ARCHITECTURE AND DRAINAGE SYSTEM BY OTHERS "' ® DRAIN INLET W ::E COURTYARD TRELLIS PLAN COLORED CONCRETE PATIOS AND PATH C TRELLIS SECTION I ELEVATION LOOKING NORTH AT UNIT ENTRIES , , o Lu D SCALE:NONE SCALE: 114"=1"-a" SCALE. 11f3,�1 0 0 4 8 - - a -A MA - M, T s 8 .197 , SQ FT LANDSCAP 4Lz i ■ Fd 6 ADDRESS DRAIN INLET TYP. 9'x12' ENTRY 9 PATIO + MARKERS y F ' uj r 'AMA., i • MORTAR SET SANDSTONE p � �� �ire � mod; # �i• iii � r����� . , ■ _ low 10-fr �Z4 , Ire 456 SQ F 0 " . t T 4 - . 707 SQ FT ; -, . • UJ L > +3 i } v J p CONC. -, uj do PLANTER + r i �,. r.. WALLSL • uj 07 U7 m ■ 1 Softsca • 1 i AO + { ,3 Planters & Small Plots PIP, Hardscape (Driveway) Hardscape (Paths/Paver Areas) IMP ■ E RUCK � ''�' Y ,v • r rr- r • r 'r • r r' r II r • • ` _ • r - r • r • r r - r r rr- r-r - r II r r J * t- r r rr r r r • r . 107 .2 , 317 SQ..-FT LANDSCAP • . j .. 1 } J � NEI • IV P m�wm mom ris = - sell K40] . . -. y � WWI do Human* �i� IIIIIIi��■■■■Lrr� —f I:r : • � 11- _ •. ■ � �, �- � � i i �n�1111���rr■rrr�. ��11�1,����■rAU>f�— ���E '����� .. Rx •_ �- I - , "IUD - 111 1 i WOR Al I gwk • Q1ii! - ��� P11 ��;I - .I9������ .u1YR .r �. arm wru I � _ _.■ ydl� >� ..,��� j �. 1 Ill111 �i1�l1i1 Wlll A � •F+��_ � �`' - � ���"r _ _d .�7 � I 1�.�� I`� 1 ��:`�.. ���� �1 �j L- III r e , � �F .I� °� 'AIR � � 4 � � I � '■yl. .'1! kr�l�A��� t� r ,�. �'® � a 41 lips jr y 1�ti���sa... ' � ' ��''�, s s ��. _ �, � ��i�:5 A +,�•_h IR � � =.-.�' � 1111111■ r� � �� � � �+ � - �.'tl � ?J is - f.� 'L� �. � II■ � J t J ■11111111■ 1111111 . �1♦ IAAAAAAAAAAA� a �''A II■III■f IIII■ air ��� ,. *+� Q �. Q � �� �� � .' • 4 pr Am . ter . le SO MIN, ILL r ■. � 1 9 X11 i� \ +R / a 'S,' = NO It Aa '� ■��_ ,c+ !'�T�C�' lA�.k .�f �.,.IA< t l • pF2AF '1 R. r � � , i r II lot � � III r I J. RC 5 ZrAl 111 II�I RIF IA..■ --- PpRwr r - IIIII ��. � � �. � ; ,-� • r_� °~ 111 �.1 IIIII� y -��•. ' _ ��� �� II[ ��� �IIIII it i &., IF Amp i a � ' � ■ • - — t •. _ J — 07 — M O SITE COVERAGE GARAGE GROUND LEVEL • N 191'-6" 6" TOWN OF VAIL CODE 12 - 2 - 2 - SITE COVERAGE 131'_0" 39'_0" 20'4" 4" 2 01 1 SITE COVERAGE: The ratio of the total building area of a site 2 A-5.01 Y to the total area of a site, expressed as a percentage. For the 18._9., T-- - - --- - -- ----- - ----- --- -- -- - - - �- ======= ---- purposes of calculating site coverage, "building area of a site - - - shall mean that portion o a site occupied b an buildin car- P f P Y Y g� UNIT 1 •• •••• ••••• UNIT 2 ■... UNIT 3 UNIT 4 ����� UNIT 5 UNIT 6 •••• ••••• UNIT 7 UNIT 8 port, porte-cochere, arcade, and covered or roofed walkway M M constructed at, below, or above grade as measured from the ex- N 1 terior face of the sheathing of the perimeter walls or supporting 3'_5" 1 columns. I MAN DOOR I ° i! For the purposes of this definition, a balcony or deck projecting o from a higher elevation may extend over a lower balcony, deck 1 2 3 4 5 6 7 j 8 9 10 11 12 131 14 ! UNIT 9 --- M 2 or walkway, and in such case the higher balcony or deck shall U A-5.01 not be deemed a roof or covering for the lower balcony, deck or ° 0 C — — - -- --- - - - - - - - - - - - - - - - - - - - - - - F - — -- — - - - - - - - - - - - — — — — — — — — — — — — — — - - — — — ^ walkway. In addition to the above, building area shall also in i1 clude any portion of a roof overhang, eaves, or covered stair, V' MAN DOOR 16 covered deck, covered porch, covered terrace or covered patio W o I M N i UNIT 10 that extends more than four feet (4 )/ from the exterior face of O PARKING the perimeter building walls or supporting columns O GARAGE 1 17 u J o i i i t i UNIT 11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1 r 9'-2" ; 24'_0" 18'-0" : . Building not on Garage Lid contributing J 182'-5" j 18 to Site Coverage Q i i i i ■ ■ � 0 32 31 3p 28� 27 26 25 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � 33 34 19 j A = 2, 689 q s ft Coverage 0 °° I — — — — — — - - --- ----------- ---------------------- ---------- - - - - - - -------- ----- - — cry --`--------------------------- - B - 1, 757 s f t Coverage 0 20 1 A-4.01 O I I UNIT 12 I I i (� C = 2 181 s ft Coverage o a `� I CD I 3'-5" a Q 0 35 36 i37 38 39� 40 41 42 1 21 I — W CO FIRE COMMAND I -�-� I D - 359sgftCoverage o- �� Total - 6, 986 sq ft Coverage J w 1 22 I I II — O •' O��j� TRASH / .•''•* RECYCLI G I' V w •. o 1 23 UP Garage / Podium Footprint contributing Z '•' 1 N I - V 22'0" to Site Coverage J _ ••., j j — ••• W 24 0 � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � MAN DOOR AUTOMATIC GARAGE > Q •' DOOR c c c .• E — ----............................... — — — — — ' c W =�� BOG = 15, 691 sq t Coverage PO BOX 783 i i co M G�° Total = 1.5 a 691 s ft Covera a e � aD 1 m •.•'' H U j j E H U 2 W .• ------------ ' WINDOW WELL j WINDOW WELL j - -- -- -- -------------------- - - ---------- ---------- -- -- -- - _ ------- - - -- --- -- ----------------- ------ - -- I I 57'-1" 27'_2" 18'_7" j 23'_0" 21'_7" - - 24'-0" j SITEMOVERAGE 2 A-4.02 7 - AREA SQ FT % SITE TOTAL SITE 43,375 100.00% GARAGE 15,691 29.27% i BU I LDI NGNOTMNMARAG EM ID GARAGE / GROUND SITE COVERAGE Garage Level 6,986 16. 11% M Level 1 (Podium Level) 998 2.30°0 W 3 = 169 2nd Floor (Shown on Level 1) 141 0.33% 0 T-1 UJI TOTALISITEMOVERAGE 23,782 54.83% w � a aW o � SITE COVERAGE - LEVEL 1 PODIUM DECK ON FOOTPRINT BELOW CD DECK NOT ON FOOTPRINT( NOT COVERED ) • N 191'-6" TOWN OF VAIL CODE 12 - 2 - 2 - SITE COVERAGE 131,_0„ 39,_4„ T P 2 01 5 SITE COVERAGE: The ratio of the total building area of a site 1 '+ 2 A-5.01 to the total area of a site, expressed as a percentage. For the v _ _ - _ _ _ _ - _ _ _ _ - _ _ _ _ -_- - _ _ - _ _ _ - " ' _ purposes of calculating site coverage, "building area of a site" A - M shall mean that portion of a site occupied by any building, car- -------- port, porte-cochere, arcade, and covered or roofed walkway UNIT 8 IJ � I I constructed at below, e as measure � I I � � or grade rom the ex- above g d measured from 2 I� terior f ace of the sheathing of the perimeter walls or supporting UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 UNIT 6 1 UNIT 7 I� columns. --11 � --11 FTTT1IrrrTT� r 4I 71 __4I Al I -- --�I __�I -- -71 --71 I I I I I I I I I I I I IL-- --JI --71 -11 --11 EDGE OF DE K IIIIIIIIIIII '' For the purposes o this definition, a balcon or deck projecting --il --il 111JILLL1 1J P 1` f f J I'" J J yl --J yl it-- __ --ii -- " —i r-- -- 11 from a higher elevation may extend over a lower balcony, deck -- -� -yl IL-- --71 Uni rn r== r UNIT 2 or walkway, and in such case the higher balcony or deck shall A-5.01 not be deemed a roof or covering for the lower balcony, deck or ° I walkway. In addition to the above, building area shall also in UJ IIIIIIIIIIII y g I I I I 1 1 1 1 1 1 1 I 1� ��L1�� clude any portion of a roof overhang, eaves, or covered stair, 7 II covered covered porch, covered terrace r covered i II � co e ed deck, co e ed po c , co e ed to ace o co e ed pat o w � 0 m that extends more than our eet 4 rom the exterior ace o � f f � �f f f u � II Q NIT 10 the perimeter building walls or supporting columns 0 P g PP g v U J o I Ad O UNI 11 li Level 1 Building not Counted on Garage J LU 0 11 0 II 0 Level Q DECK NOT ON OOTPRINT( NOT COVERED ) ---------- 1111 I I I I I A = 511 sq ft Coverage 0 °° \ I I I B = 487 sq ft Coverage A-4.01 1 UNIT 12 I ` li O Total = 998 s ft Coverage a TF� FrTrr-rrrrrTr� i LU Q OO P:l lii Level 2 (Above) Building not Counted on EDGE OF DECK Garage Level J w I UNIT 19 ` II LU Unit 1q-Dec q 1 = 74 sq ft Coverage ey z 2 = 67sg ft Coverage UNIT 18 UNIT 17 UNIT 16 UNIT 15 UNIT 14 UNIT 13 Q w IL--�I =_4 Total 141 s ft Coverage > IL-_-i a II _-JI II II ___J 11 Ir--o --J --tl T�1' I - P O B 0 X 7 8 3 EDGE OF DECK L__ __y _-,L --� _ SITEMOVERAGE NIWOT __ Ir M IF L__JI --J --�I Ir-- I I •• I -- r--11 I AREA SQ FT % SITE Unit 1 -Deck I 'I TOTAL SITE 431375 100.00% GARAGE 15,691 29.27/ F BU I LDI NGNOTEDNMARAG E11 D N 33,_2„ - M 23'-0" 23'_0„ 23'_0„ 22.0„ 23.0„ v t4O2Garage Level 6,986 16. 11% Level 1 (Podium Level) 998 2.30°0 2nd Floor (Shown on Level 1) 141 0.33% TOTALCSITEMOVERAGE 23,782 54.83% LEVEL 1 / PODIUM - SITE COVERAGE M 3 DECK NOT ON FOOTPRINT( NOT COVERED ) 3 16P oW W � � Q aW o � GROUND GARAGE LEVEL PLAN • N Q TOWN OF VAIL CODE 12 - 15 - 3 - GRFA 191'-6" 1. Gross Residential Floor Area Defined: For residential uses, the total 131'-0" 39'-0" 20'-8" 4" square footage of all horizontal areas on all levels of a structure, as mea- sured to the outside face of the sheathing of the exterior walls (i.e., not in- s A4.5 3 1 4 5 cluding exterior wall finishes). Floor area shall include, but not be limited to, 2 A-5.01 elevator shafts and stairwells at each level, lofts, fireplaces, bay windows, mechanical spaces, vents and chases, storage areas, and other similar areas. Garages; attics; vaulted or open to below spaces; basements; crawl spaces; and roofed or covered decks, porches, terraces, or patios shall be included i UNIT1 UNIT2 UNIT3 UNIT4 UNITS UNITE uNIT7 UNIT i as floor area; except the horizontal areas of a structure as set forth herein N I \� shall then be deducted from the calculation of GRFA. I This garage area deducted from floor area is awarded on a "per space basis" ! i and shall be contiguous to a vehicular parking space. Each vehicular parking it ---------- - __ ________ __ _ --------- --------- ___ __ ________ __ ___ ____ space shall b e designed with direct and unobstructed vehicular access. I i I I j MAN DOOR II M i I I j' r I C) q I ; i Units (inc exterior face of the wall) cv 1 2 3 4 5 6 7 1 8 9 `° 10 11 12 131 14 UNIT 9 i Uj i A-5.01 contributing to GRFA ---- --------------------- ------------------------------- - - - - - - - - - - - - - - - - -----E--- - - - - - - - ------ - - - - - - - - - - - - - - - - - - - - - - - - - ------- - - '- - - ---------------- - - - i I II W i I I = ____ ______ i� A 2, 513 sq ft G R FA � � I I o i MAN DOOR I O 16 B = 1, 675 sq ft GRFA J o N UNIT 10 I PARKING GARAGE 17 j Total = 4 188 s ft GRFA �J( I I I / 1� UNIT 11 ~ 9'_2" 24,_0" 18.41 I I I 18 i 182'-5" I CID 32 31 31P 280 27 26 25 o I i 19 Floor area construction contributin `�' i 33 34 I i g to Employee Housing Requirement 0 0 20 1 A-4.5 W < o UNIT 12 �/ m LL i 0 3'_5" 1 = 1, 15 7 s q ft GRFA J W i 35 36 37 38 39- 40 41 42 21 ! _ 2 = s ft GRFA o � I T U I�Q' i W 969 q JQQ it V a� 12'_10„ I 22 I J Z Total = 2 126 s ft GRFA a Q — �" / — cn i - Q W 23 j UP I � � Q 22'-0" LP 24 See A2.5 for Detailed and Dimensioned Unit Plans P O BOX 7 8 3 MAN DOOR AUTOMATIC GARAGE I I DOOR C C C I ---------------------- - - - I ---------- - -- o o O C C c W 1 2 Y i•• N - m 1 EHU 1 4 EHU 2 C/) - ! WINDOW WELL j WINDOW WELL li I - ---- ------------- -------------------------------__---- -------__------__--------- - - - - -- - - -- - -------- -------- ------------------ - -- -- --------------------- ----------- ---- 5T-1" 27_2" 18.7" 23,_0" 21_7" i 24_0„ \ 2 A-4.6 2 GARAGE / GROUND - FLOOR PLAN M W 3 " - 16 ' O W W Q W 1ST FLOOR PODIUM PLAN N 0 191'-6" (**4 131'-0" 11'-9" 39'4" (To A4.5 TOWN OF VAIL CODE 12 - 15 - 3 - GRFA 2 3 1 4 5 2 A-5.01 v 17' " 1. Gross Residential Floor Area Defined: For residential uses, the total _ _ - _ _ _ _ _!_ _ _ _ - - _ _ _ _I _ _ _ - _ _ _ ! _ _ _ square footage of all horizontal areas on all levels of a structure, as mea- A II sure d to the outside face of the sheathing of the exterior walls (i.e., not in -------- °° i cluding exterior wall finishes). Floor area shall include but not be limited to ® UNIT elevator shafts and stairwells at each level, lofts, fireplaces, bay windows, Aj� 1 i� mechanical spaces, vents and chases, storage areas, and other similar areas. II Garages; attics; vaulted or open to below spaces; basements; crawl spaces; UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 7UN UNIT 7 I i FTT?1=1=rF'TTT�� I and roofed or covered decks, porches, terraces, or patios shall be included 11 ' ' 11 1 Ili as floor area; except the horizontal areas of a structure as set forth herein I I I I I I — — — 4== __�; -; --; I I I I I I I I I I li shall then be deducted from the calculation of GRFA. IL__ --,I __JI --71 -il --il EDGE OF DE K I I I I I I I I I I II __ --�I --�� --yl 41 __a� �111JILLLIIJJ -aI Ir __al I III �� A IL--- -_-,I Uni II This garage area deducted from floor area is awarded on a "per space basis" It-- it m 11 1F-- 11 -- ---L -il IL-- -il „-- II and shall be contiguous to a vehicular parking space. Each vehicular parking 1r-- UNIT 9 I g p g p p g li A-5.01 space shall be designed with direct and unobstructed vehicular access. og i M oO — — 71. — — 1 — — II r I I I I I I I I I I I I O 00 O°O '-a7s� X11-,1 II LL 11J • • • Q - --- Units (inc exterior face of the wall) N o0 �0�o 11 contributing to GRFA uj o° B g _ - N 00 ' , r 10'-5" U I II L—L I I UNIT 10 I I o 0 MFIi Q M I1 A — 5, 159 sq ft GRFA . . . woo U O O I O UNIT 11 B -— 3, 450 s g f t GRFA ° J o 3, 890 O I; C = sq ft GRFA W Zo I � FTTZ1= �r��,� 111 D 1, 380 s g f t GRFA I 0 o �— °o i 1.111l IN I I I -- - — — — — — — - - - - - - — — — — — — — — — - - _ _ T 1 , A_4.5 Total = 139879 s ft GRFA a Q UNIT 12 I j V) FTT?1=1=r1=TTTZ� See A2.5 for Detailed and Dimensioned Unit Plans ' • I I I I I I I I I I I I I III Q EDGE OF DECK LU Q 0 m UNIT 19 <�q \\ I O Unit 19-Deck 1 J L LJ . . v , o° O > W y'� 1 U Qro I 111 UNIT 18 UNIT 17 __y; Z UNIT 16 UNIT 15 UNIT 14 UNIT 13 1 � � IL__ I D II II J 11 I V 1 --J --111 I I -- — — — W EDGE OF DECK ____ 0 > 0 II I M PO BOX 783 I Unit 18-Deck' I I ^ _ 't-16=Deck _ 1 N - I F 33'_2" M 23'_0" 23'_0" 22'_0" 23'_0" t46 2 f� 1ST FLOOR / PODIUM - FLOOR PLAN M W 3 " - 16 ' O W W Q W LEVEL 2 FLOOR PLAN M 192'-0" N 131,_0„ T_Y 39,_2„ A-4.5 TOWN OF VAIL CODE 12 - 15 - 3 - GRFA 2 3 4 5 6 2 A-5.01 v _ I 1 1. Gross Residential Floor Area Defined: For residential uses, the total Level 1 Deck Below square footage of all horizontal areas on all levels of a structure, as mea- A Level1 Deck Below F Level Deck Belo sured to the outside face of the sheathing of the exterior walls (i.e., not in- L I I U IT 8 1 Level 1 Deck Below Level 1 Deck Below Level 1 Deck Below Level 1 Deck Below c l u d i n g exterior wall finishes). Floor area shall include, but not be limited to, Level Deck elevator shafts and stairwells at each level lofts fireplaces, bay windows - � p � Y , _ 1 _ _ - 1 mechanical spaces, vents and chases, storage areas, and other similar areas. 7 Garages; attics- vaulted or open to below spaces; basements; crawls aces; g p p p - UNIT1 UNIT2 UNIT3 UNIT4 UNIT5 UNIT7 and roofed or covered decks, porches, terraces, or patios shall be included I I S I II ° _ as floor area- except the horizontal areas of a structure as set forth herein B - - - - - - - - - - - - - UNIT6 EDGE OF DEC ° shall then be deducted from the calculation of GRFA. DN I I DN This garage area deducted from floor area is awarded on a "per space basis" M �a DN DN Level D 6k Below and shall be contiguous to a vehicular parking space. Each vehicular parking DN A-5.01 space shall be designed with direct and unobstructed vehicular access. 1 via I M Units (inc exterior face of the wall) cv 1 1B contributing o GRFA W 10 � r Level 1 DE ck Below C L-01 4H I o A = 4, 921 sq ft GRFA LU UNIT 1 — O O U_ Level 1 D �k Below B = 3, 425sq ft GRFA O 0 o ! o C = 3 995 s q ft GRFA W , o D = 1, 370 sq ft to GRFA a Total = 139711 s ft GRFA C Level 1 Deck BE�ow 1 A-4.5 O I I I N SeeA2.5 or Detailed and Dimensioned Unit Plans O a ^tip ti N EDGE OF DECK W Q o UNIT 19 14'-2" T-11" 13,_2„ o (V cV (V O > LU V 0 UNIT 18 UNIT 17 UNIT 16 UNIT 15 UNIT 14 UNIT 13 a I II 11 71 D IL--JI Q EDGE OF DECK I. __JI N II II __� 11 Ir--o I --J --t1 1 W L II V I I M Ir-- I II '�-- --�' P O B 0 X 7 8 3 Level 1 Deck Below - a I o F N 0„ _ 23,_033_2„ 23 0„ 22_0„ 18,_x„ tA4. 2 LEVEL 2 - FLOOR PLAN M � W 16 ' , � O W W Q W LEVEL 3 FLOOR PLAN • 192'-0" N 131'-0" T-5" 39,_2" Level f�Fl;)eckf�elow A4.5 TOWN OF VAIL CODE 12 - 15 - 3 - GRFA 2 3 1 4 5 6 2 A-5.01 v 1. Gross Residential Floor Area Defined: For residential uses, the total ------------------------------------------------------------ --------------------------------------------- ------ -- ----------------------------- ----------� square footage of all horizontal areas on all levels of a structure, as mea- I A - - - evelF�leckfselow sured to the outside face of the sheathing of the exterior walls (i.e., not in- cludin exterior wall finishes). Floor area shall include, but not be limited to, Level RRMeckFISelow g Level2DeckBelow 3:12 r elevator shafts and stairwells at each level, lofts, fireplaces, bay windows, Level 2 Deck Below N Level FEWeckflSelow CID ° ! evelF�Rll�eckflielow < ! mechanical spaces, vents and chases, storage areas, and other similar areas. 3:12 �! I ! Garages attics vaulted or open to below spaces basements crawl spaces I UNIT - L �' I Level 2 Deck Below — o and roofed or covered decks, porches, terraces, or patios shall be included N ° ' _ - _ li as floor area- except the horizontal areas of a structure as set forth herein B - - - - -- - - — - I 6 p � EDGE F z ! shall then be deducted from the calculation of GRFA. Go DN UNIT 2 GARAGE I UNIT 9 CID DECK This garage area deducted from floor area is awarded on a "per space basis" I _- _�_ � DN UNIT 4 � �' o - ' I — DN NIT3 ' 5:12 CID and shall be contiguous to a vehicular parking space. Each vehicular parking RoofMeck U = _ _ ruIT5 ��� mil A-5.°, space shall be designed with direct and unobstructed vehicular access. i I — _ _ - - = I � i p g — — Rooffl)eck — _ M RooffDeck ' oofl�eck Units inc exterior face of the wall � 2'3 ILL �� o contributin to GRFA Uj s `° g CID 111-1 LID N I UNIT 10 L V - m Y ' A - 520sgftGRFA 1 . 1 w O 0 I I O ' W � i B 176 sq ft GRFA u CID CID O 5.12 N � q ft C = 225 s GRFA II a C7 to I 1� U_ 0 W = f GRFA J W 0 D 2 60 sq t Q W -------------- Total — 1, 181 sq ft GRFA 3:12 CID <�E-4 5] O PI) 3:12 0 � I N CD CD See A2.5 for Detailed and Dimensioned Unit Plans O I Q EDGE OF GARAGE DECK Q O Deck Below LU I I I I I! io U T 9 O 3:: \ a0 d' LI.J 0�\\ Deck Below Deck Below Deck Below De k Below _ Roof Deck D O \ \" \ i � W y V \/ U T 18 ti UNIT 17 UNIT 16 UNIT 15 Roof Deck UNIT 14 UNIT 13 I � EDGE OF — Z Roof Deck �� GARAGE Roof Deck = = Roof Deck = J E _ DECK -- - - - - -3"— — - - - = Q W _ _ = M / o DN N — _ J= _ — P O B 0 X 7 8 3 o DN — DN --DN — _ Deck Below = Deck Below I - - - - - - - - - - - - - - - ---- - - - --- --------- - - - - - - - - - - - - ------ ----------- ----------------- --------------- - - 33'-2" 23'4" 23'-0" 23'-0" Deck Below 22'4- 23'4- tA-46 s s 2 LEVEL 3 - FLOOR PLAN M3 I� W m 3 " - 16 ' ::E W W � Q aW o � UNIT PLANS 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" 18'-9" At grade Patio 6'-9" Ln At grade Patio Deck Size over occupied �, Deck Size over occupied N > space varies space varies U M Level 2 - Deck Below M Level 2 - Deck Below UP N 00 M N O UP 0-0, U P N N i[i UP LO UP 7- " - k---- Entry from Garage Co Entry from Garage I Co k---- M I Fl- DN DDNI DN DN I DN DN 3D 0 Roof Deck ® Roof Deck 00 E)�] 00 At grade Patio i ' M At grade Patio 2'- " f- F CD T f- O N LEVEL P GRFA LEVEL 2 GRFA LEVEL PARKING LEVEL 2 G RFA l cnff LU 359 SQ FT LEVEL 1 / PODIUM 703 SQ FT ROOF GRFA G RFA LEVEL 1 / PODIUM 685 SQ FT ROOF GRFA GRFA 130 SQ FT 335 SQ FT GRFA 88SQ FT w 0 m 737 SQ FT ( UNITS 2 - 5 ) 690 SQ FT ( UNITS 9Et10 ) 0 p � J TOWNHOME A GRFA TOWNHOME B - GRFA o 1 2 1 " = 8 ' UNITS 1 -7 1 " = 8 ' UNITS 8- 12 Q 0 D O ° Qom 18'-9" 18'-9" 23'-7" Q At grade Patio Q O � 14'-2" 1 LU � pp Deck Size over occupied - - Deck Below O W space varies J , Level 2 - Deck Below O W V UP to Roof LAW tZ^ UP Deck V UP 0 UP Open Floor Plan Open Floor Plan Roof Deck Q W ° I ——— 0 --- c`i P O B O X 7 8 3 I M _ I , to I o DN DN I DN to DN to Level 1 DN Garage DN 00 =--------------- 00 Roof Deck _ - LEI 1 - _ Deck Below At grade Patio , „ LEVEL 1 / PODIUM - LEVEL 1 / PODIUM LEVEL 2 GRFA LEVEL 2 GRFA Q ROOF GRFA 799 SQ FT G RFA 685 S FT ROOF GRFA 3 690 SQ FT 130 S FT 778 SQ FT r , Q , W TOWNHOME D - GRFA T C - GRFA o W 1 " = 8 ' ( UNITS 18- 19 ) 1 " = 8 ' ( UNITS 13 - 17) o � GRFA CALCULATION GRFA �o ParkingEIM Level[&WM Level[ Level[ Total N rPodium a BuildingM Unit 1 359 737 703 11# 799 Unit 2 359 737 703 130 1, 929 Unit 3 359 737 703 130 111929 Unit 4 359 737 703 130 1.1929 Unit 5 359 737 703 130 1, 929 Unit 6 359 737 703 11# 799 Unit 7 359 737 703 1, 799 CD Building[ w Unit 8 335 690 685 1, 710 � w Unit 9 335 690 685 88 1, 798 � o Unit 10 335 690 685 88 1, 798 J o Unit 11 335 690 685 111710 in F Unit 12 335 690 685 111710 3 ~ Building[ 0 ZD Un Unit 13 NA 778 799 45 1 1# 622 � ° 0 Qoa Unit 14 NA 778 799 45 11# 622 LU CO Unit 15 NA 778 799 45 1, 622 J� ° 3:: W Unit 16 NA 778 799 45 111622 10 U ck- Unit 17 NA 778 799 45 1.0622 � � � BuildingM a > o Unit 181 1 690 1 685 1 130 1 1, 505 P 0 B 0 X 7 8 3 Unit 19 690 685 130 1, 505 EmployeeMousingW nits EHU 1 1, 157 NA EHU 2 969 NA ITotalMRFA 32, 959 — — rn CD wf ROOF PLAN • 192'-D" N T-5., 39.2,. A-4.5 A-4.511 2 A- .01 9 I Level 2 Deck Below Level 2-Deck Below 12 Level 2 Deck Below Level 2-Deck Below TTF- I Level 2-Deck Below evel 2-Deck Below M `"- "? I 3.12 0 LJ IN IT 7 HIM N Level 2 Deck Below N Cu N ; CD- C Cm l I I I N I 3:12 NIT I ii c rn I I I `� I � � ua� ' r• � I Q ns n O I x 2 I o I A-5.01 R O Roof Deck Roof Deck � �I Roof Deck oof Deck m Lu I ^ rE V3 ISMI. O C C? p Y] L I I W W I I I O I I 0 0 "" J o C 8;12 CD ► /+ J a V > Q p - - - - - - - - - - - - 3:12 _ _ O m r CD Utz [P � `+ ° l O Q n Co Il A-4.5 Q LL Q Q m T O I I I w � II J p > �s I Roof Deck I I w ey UNIT 17 UNIT 16 I UNIT 15 Roof Deck UNIT 14 I UNIT 13 I � Z J L7 I I Roof Deck Roof Deck Roof Deck I Q N Q w - I - E > PO BOX 783 lildh I I hi I I F - — — - - - - - - - - - - - III 33'-2' 23'-g' 23"-CI` 23'-0" 22'-ol 23'-0" 2 A-4.02 A-4.6 2 M ROOF PLAN 3 l� W m 16 ' � � � W W � � Q aW o � ►ice � IMEMEN PI N MEN PI, NEEPPI NEW IME IME .. -ice I IME ME Imp II Id' � �— . — '—I� IIIIMI � II � 1 A��! III �r�I!I � ■� �.� r III �► � I � � jiu�.- �� IMEMEMI -d p �31Nd ■ w la d � II . MEN PIFIA ANN OMNI hod IME IME MEN NEN IME IME ;I INE MEMO II+00 i111V1 - Height Historic0 At[Erade0 Designed Hei ht ft HEIGHT TAB LE Perimeter g g � � � lBuildingM N Unit 1 Low(South ) A2 81045 81075.0 30.0 a High ( North ) Al 81042 81078.0 36.0 AtCErade0 DECK Al-D 81042 81064.5 22.5 Historicm Designed Heightift) ( Perimeter) Unit 2 Low(South ) AS 81047 81084.5 37.5 High ( North ) A4 81042 81086.0 44.0 Building[ I I I MID ROOF(flat) A3 81042 81076.0 34.0 Unit 13 FLAT ROOF Cl 81053 .0 81076.0 23 .0 LOWER DECK A4-D 81042 81065 .0 23.0 High ( East) C2 8,053 .0 8,085.0 32.0 Unit 3 Low(South ) A7 81048 81079.0 31.0 Unit 14 FLAT ROOF C3 81053 .0 81077.5 24.5 High ( North ) A6 81042 81086.0 44.0 High ( East) C4 81053 .0 81086.5 33 .5 DECK A6-D 81042 81064.5 22 .5 Unit 15 FLAT ROOF C5 81053 .0 81077.5 24.5 Unit 4 Low(South ) A9 81046 81086.0 40.0 High ( East) C6 81053 .0 81086.5 33 .5 rn Unit 16 FLAT ROOF C7 81051 . 5 81076.0 24.5 0 High ( North ) A8 81042 81087.5 45 .5 N MID ROOF (flat) A10 81042 81077.5 35 .5 High ( East) C8 81051.5 81085.0 33 .5 W LOWER DECK A10-D 81042 81066.5 24.5 Unit 17 FLAT ROOF C9 81051.5 81077.5 26.0 Unit S Low(South ) Al2 81050 81084.5 34.5 High ( East) C10 8,051.5 81086.5 35.0 0 0 High ( North ) All 81042 81086.0 44.0 Buildings 0 0 MID ROOF(flat) A13 81042 81076.0 34.0 Unit 18 FLAT ROOF D1 81042 .0 81088.0 46.0 , LOWER DECK A13-D 81042 81065 .0 23 .0 High ( East) D2 81042.0 81085 .0 43.0 Unit 6 Low(South ) A15 81052 81080.5 28.5 Unit 19 FLAT ROOF D3 81042.0 81077.5 35.5 3 � High ( North ) A14 81042 81083 .5 41 .5 1 High ( East) D4 81042.0 1 81089.5 1 47.5 0 DECK A14-D 81042 81066.0 24.0 Unit 7 Low(South ) A17 81054 81075 .0 21.0 W Q o High ( North ) A16 81042 81078.0 36.0 � DECK A16-D 81042 81064.5 22.5 � w Building[ � � uj Unit 8 Low(West) 131 81052.0 81075 .5 23.5 z High ( East) 132 81042.0 81078.5 36.5 Qa Q w DECK 132- D 81042 81064.5 22.5 > 0 Unit 9 Low(West) 133 81053 .0 81079.0 26.0 P 0 B 0 x 7 $ 3 High ( East) 134 81042.0 81089.0 47.0 DECK 134-D 81042 81064.5 22.5 Unit 10 Low(West) 135 81055 .0 81075 .5 20.5 High ( East) 136 81042.0 81088.0 46.0 DECK 136-D 81042 81064.5 22.5 Unit 11 Low(West) 137 81056.5 81080.5 24.0 High ( East) 138 81042.0 81083 .5 41.5 DECK 138-D 81042 81066.0 24.0 3 Unit 12 Low(West) 139 81058.0 81077.0 19 .0 ,� W 0 � m High ( East) B10 81042.0 81080.0 38.0 ° W DECK B10-D 81042 81066.0 24.0 a W o � ARCHITECTURAL REFERENCE • CD zli AP de OF • - 4 r' ,- . ,4 r ° a �d , y :g Y y ' 1 .: - -. % r... is _— _.....�,�- - L krr-... .I �•l� °'-- _ R ,�°-'t f7" 13 . r _ F �I i -- e � � � � ?qr.• 'R�.+' t- -p '+-"_...�,Q,.. .. 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AU MATERIALS LEGEND M Pk ` dt _ - � � F�• +�' I , . � � � `� � Al" _ �I 3. 6 •_- * : - a - -�. # $ .a R- 1 : ROOF S HINGLE ASPHALT a, i . r •k A R-2: ROOF STANDING SEAM METAL y W- 1 : WINDOW M METAL FRAME o N W .. -�-- WD- 1 : W HEAVY TIMBER, TRIM 0 w m 3 WD-2 : WOOD SIDING Q ° HORIZONTAL J o WD-3 . WOOD SIDING a HORIZONTAL M- 1 : Metal 0 CORTEN 0 00 WD -2 aoa M-2 : STUCCO LLJ Q m �. METAL PANEL °C o3:: w _ o > ST- 1 : STONE w ACCENT, CUT }� ST-2 : STONE — N uj 3 Oil, COURSED ASHLAR > 0 P O B 0 X 7 8 3 C- 1 : CONCRETE - ■ FINISHED CONCRETE ST- I , a i r ` fir• .. � I _ { __- 3 -__- - ^� -_- —'4 ..�• -rt_ -._ _�� - -. • r• � - . .. ° -- � LL W r � C O W r 1 `W 1 Q Q W 1 R-2 3 w WD - 1 - qr rn uj , r b - 3 n Y � 4 _ I 4 - N; IF AO �. • i h N " M • - i WD 2 • ISOM 6 to - ` t a d]Lp u pin _ oa Lf ,` ai � � yy y � iii ■ - . - � � � _ F - ^ �� •�� °$ mjpff .�� -. _ -.ISO _. If ff I - • �- rt , �+ 1 • • j ■ ,. ' Iw mow e 'w 111114 , ; ! y i ' Elm gal �" �' • a MOM 9 �r �y j■I � „ is � Is ■ 4. , I M 1 b LLI Joe a I FOR -no IL i . � IN ,yam, no RW All t _ ion 0& l 0. m WE I �1 e et I ad■ u 1 . % f 1 1 g*- :- - OPOOLW i _ I a ■ 2 NORTH Et EAST ELEVATIONs Ln • 0 0 0 1 WOOD TRELLIS 0 0 A-5.01 TOR CORTEN PANELS 42' - 0" ROOF1 --------------- -- - ------------------------------------------------- - - ------------------------------ ------------ -------I I I I LEVEL 3 --------- --- -- --- ------ -- - -------- - - - ------ -- ---- - IPLAP WOOD SIDING (+8076) MR r1m FEE r1m wilm I LEVEL2 --- --- — — 21' - 6" - ------- - ---- --- -- ------ --- ----------- M (+8064.5) / O N =-r= I° a LEVEL 1 a 0 �, " 101 - oil W (+8053) / l .. . . .. . . :. PARKING GARAGE -- -- - - - - - - - - - - - - - - - - -------- // / - - ------ �• J o T 11 -� o - o (+8042) FORMED CONCRETE WD-1 : WOOD 2 - NORTH ELEVATION -Side B Elevation A � H EAVY TI M B E R, D TRIM cn E D C B A 00 Q < I i i i i Q O uj i i i I TOR M-1 : Metal 0 � -- - -------- ---- ------ ----- - ------ -- -----------------------!--------- --------- -----------------------------!----------------- ! 421 - 011 CORTEN - J W ROOF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ( 40' - 0" O W .. z LEVEL 3 J ---------- --- - I - - — -- — — — — - - -- — --- --- ------- (+8076) > o . � WD-3: WOOD SIDING ! I HORIZONTAL P O B 0 x 7 8 3 HIM--- - - - - ----- - --- --- -------- - - - - - — --- I - --- LEVEL 2 / I - _ - . -T- s - - - _ - . a m LEVEL 1 a I (+8053) : t ----------------- , ! _ C-1 : CONCRETE 1/f/v - - i I �. FINISHED PARKING GARAGE ® CONCRETE I I i I 0' - 011 (+8042) � s a nd n /� 1 - EAST ELEVATION - Side C, Elevation B L-1 : STACKED BOULDERS a d M ' I-- W Ir C O W I Q 3 . MATERIAL REFERENCE TABLE SOUTH Et WEST ELEVATIONS 1 3 4 5 6 TOR Q 42' - p11 �. ' — / ---------------- LT ROOF — a L1 LEVEL 3 o_ — 33' — 0" (+8076) NMI UP AV I FA i LEVEL 2 . . < ° . . • . ., - .° 21' - 611 LEVEL 1 (+8053) M dig a PARKING GARAGE N - - --- -- - - - - o' - o" W (+8042) Q W m 2 --SOUTH ELEVATION Angle D Elevation 0 SOU O g e C J o WD-1 : WOOD HEAVY TIMBER, =- 0 m TRIM cn A B C D E i i i i app i i i i i Q i i i i i LLIQm I I I I i TOR I I I I 421 _ p11 M-1 : Metal 0 -------rt-------------- ----------------------------r— — ----------- - - -------- — ------ ------ -------- 1 i -- CORTEN — ------------ - ------ -- - - I ---- I I ROOF /� j J W i 40' - 0" O W I I I I i LEVEL 3 � , Z --- --- — — --- --- -- - i -- 33' - 0° J j I i (+8076) - I W WD-3: WOOD SIDING 1 1 1 ! --� --- LEVEL 2 HORIZONTAL P o Box 8 3 - -�-- _ - - -—-—-—- -—--- III Md' 1 1 I I I � I i I LEVEL 1 101 11 ° /.< +8053 ° • f a ° ° • . I a ° 1 ° 1 i I C-1 . CONCRETE a FINISHED ° 1 ------------------------------------------------ I - - - - - I - - - - - ---- PARKING GARAGE t _ CONCRETE (+8042) � s 1 - WEST ELEVATION - Side A, Angle D L-1 : STACKED BOULDERS a W - o m - T C _ WW r Q Q W mm D I- RENDERED ELEVATIONS I IN--� IiiiiiiiiiM di IF Lk Y - e w .. I _ I . I}—.. ,_,L, }� - II :' .T- :'Drift• �I : _ -. _ �: 3 _ - _ _ - - � y t 4i q u E a y : 4 r D / C Building South Elevation ,or a! M - - N A , W W x•83 _ � , - 0 Note: the model represents boulder retaining walls :. a,4 U as vertical walls. Walls will be _gradual similar to specification found on L2.2 Awl J Q O D ® C/7 O ° � Q LLI 0 O � J W_ I O > -� � � � ., W _ _ � ^ V Y � — - - 111 : : I ' ` a� _ . ° z , L7 -- i ;+ — . I — s — r � - . Q w AL p I. - -• � X11 - - _. -�- � __ � � ° - - , e P, it _° a 44 ip p lip r �, Aha i U !Tu — pp I° I T A L Z —in oll • Y_ i e � - - ot . ° t ° { 41k ALI � s B / A Building North Elevation M � I� W � m CD O W 1 W H Q Q W D I- L-s RENDERED ELEVATIONS 00 JLI Mt- 14 - - 7° ^ J LL r a ti S,--, 6 Pr e'r E s ` J y I I . 111 F F A / D Building West Elevation Note: the model represents boulder retaining walls I as vertical walls. Walls will be _gradual similar to o specification found on L2.2 - - ` N .� r ♦t. Uj AI Q O � O ° � Q o a -� - CO - - _ - -- - F - - J Uj Uj *` ,k " - - _ - � ; - - - - PO B 0 X 783 NIWOT- - L. - � N � , _ V - - III _ - _ ' - _ _ - - - IM Tli C / B Building East Elevation I� M I W m O W W H Q Q W D I- y! u r RENDERED ELEVATIONS r C Building North Elevation Note: the model represents boulder retaining walls ; M F ; as vertical walls. Walls will be gradual similar to � � �•�• ��_ ' •�-' � � � j �' .�_ . . �� � � WWI o specification found on L2.2 Uj t _t x ' U ASF _ ... V ! � O � D Ln O ° � Q LU 0 0 C1:00 O � j W_ 0Uw ey .. z J � Q — � � Qw � o P O B 0 X 7 8 3 Jam_ f ' . = - If fir s w s _. - _ •r �� �: .� a der - E - 3 s * a s — � a _ till" 3 M � A Building South Elevation CD CDW W � Q Q W D I- RENDERED ELEVATIONS CD J7 a _ . p _ �.r ...AAA =1=`.: � -. .. i - yy B Building East Elevation Note: the model represents boulder retaining walls M as vertical walls. Walls will be _gradual similar to WWI 0 specification found on L2.2 - - w 1 "Psi f 1 k jai Q O O ° � Q LU 0 0 C1:00 O � j w_ O > w � U ey .. z J � Q — � � Qw > 0 P O B 0 X 7 8 3 t I*k- e - �. �- - m� d , ■ � r I � m o W D Building East Elevation w � Q Q W D I- UNIT 5 UNIT 16 BUILDING SECTIONS V CD 0 A B C D E Ln a j TOR I -- I - --I- I -- - I ---- - 42' - 0" ------ - - --�- ------------------------------ -� - - - - - ---- -- - I - ROOF n I I j LEVEL 3 33' - 011 j (+8076) I I - _- - --- -- - - - --------------- -- - - - - - - - - - - - - ---------------------- -------- EL 2 LEV � 21' - 6" j (+8064.5) LEVEL 1 M 4 10' - p.. (+8053) 1 / f r Lu kJ PARKING GARAGE of Q W m O 0 SECTION THRU BUILDING A Et C ( BUILDING B IN D 0 1 199 - 8 ' t/ 1 Q UNIT UNIT 2 UNIT 3 UNIT 4 UNIT UNIT 6 UNIT 7 UNIT 9 m O 0 TOR 0i i i i i 42' - 0" i i i i i - -- ROOF Q 40' - 0" Q 0 Lill d m 1 LEVEL 3 O - (+8076) 0 Lu f LEVEL 2 21' - 611 Q N (+8064.5) � W 7 P77 PO B 0 X 783 I , LEVEL 1 10' - 0" (+8053) TIL I \• PARKING GARAGE (+8042) SECTION THRU BUILDING A ft B 199 89 M , I� W m O W W H Q Q W