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HomeMy WebLinkAboutCascades on Gore Creek - Plans (duplicate) V��I��IS�R . o Colored Concrete Driveways W/ grid pattern Plant Material Legend �3D%445000 1%01-D .r eEE )" Existing Trees ! Plant Materials Native Grasses Colorado Blue and Green Spruce Plant Material Screen cottonwood Concrete Band Drainage Swale Aspen The Westin Hotel t •• Accent Trees - Flowering Crabapples Interlocking Pavers - . to match Millrace � . • � Boulder Retaining Walls Shrubs 'E• ./ Perennials and Ground Covers Sod Lawn Existing edge of pavers - interlocking t Paver Walks �4n 4 aM Entry Pilaster NORTH E + 4 0 6' 16' 32 64' E ' ' Millrace - -- . E a l E E ,,yy P` ta, U 0 Landscape Plan a E Qom° o TPE CASCADES: 50 ' f ON GORE CQEEK E 0 ti E o- VA I L . COLOQAD4 o E o° Gore CT eel f h ° Qa ° Dennis Anderson Assoc.. Inc. uV•owran©-vuua.cart� P.O.Box 138; Edw�s Cakxatta S3C]31 ^9.b2M Jj r i - I� r Pro A, , vl I f- ,F ♦ ♦ \ Jim ■ ♦ �f � . r FI �t� li 11 1; !i =� a ..�� �. i s s • • SYMBOLS L S O S i ROOM FINIS" SYMBOL /KEY TO ROOM FINISI-IES CEILING NT ROOM NAME/NUMBER Y VARIES(SLOPED) I FLOOR BASE WALLS CEILING C CARPET $ PAD - NONE GP TEXTURED DRYWALL GP TEXTURED DRYWALL 00 SEALED CONCRETE W WpOD AS SPEC'D P PLASTERED DRYWALL P PLASTERED DRYWALL CT CERAMIC TILE ST SANDSTONE V SWEET VINYL (LAUNDRY) ! i l j AREA CALCLILAT IONS LIVING AREA 1842 SF + FOR PLAN OF THIS GARAGE 335 SF AREA- SEE ENTRY F l XED SKYLIGHTS Y LEVEL PLAN Ir ABOVE DECKS 95 SF ! W (� ' �__ I r� W — REF l — U) w O_IJ r- - - O l of r . Z J Ll 1 O O Iclyg [ PIPIV I � l � � Alt FMi AI[em"A Ms dow wil.and Ow ideft twoo.as an onsvumrx of Pon woftw"Wmffin / 1 i i �� '/ •�/; A"KMd EtlrwW M Qwatfmwy Jr(W W mry Pratt Date Revised: UNIT A - --- UPPER L V L �--P LAN Sheet Motw SCALE , I 4 ' e ! -O' A2. 1 Arnold Prat Hi UJ UJ Lu 4 i� FOR W% ■ ■! ■O■E■■I rev"' W01 mi ■■SOX81 OL-gymm NEON ra�*.�rarmal rn ■■NNOO■■O� ■■■SEEK ■■■Om■■■■ ■O■ NONE Oa■■a■■"EO!■■/\NONE NEON EMENMEMEM r� �f r►� stow mArkm AZ.2- . e. �. ` L. h" ►i�4 FAZO .ti LjLj Lj " V�7rT � !— �f.I Mme► � -.c .. - - n -` rs P UPPER LEVEL BEDROOM 4 LEVEL - - I I ❑ ❑ ❑ �°/41�-�'1'F�i7 WGr�D w_ .1` y'�! .- ` GARAGE LEVEL ` ,y- {-T Ue .['> P1,414,14 LL7MIE;R LEVEL UNIT A— NORTW ELEVATION ( TWO UNITS ) � . UNIT A— SOUTI'-I ELEVATION ( TWO UNITS ) •' � " - a SrALM@ !IS* • 1'-0' V.- .Y:' LEVEL - --._-..-._-_•—__•_•_• _ max. • . aft' .-. _ - eNrar Level 13 - . - tow lira' ip. �? -. ftI 1�0- 4 LONER LEVEL . UNIT A; WEST E L E V AT 0111 , s tar I UL, t III I �• - � �.s 0(p I I I T I Op k =T O _ _ _w F Rep I r • _ -A IcIWIPIPIv ?- SKYL 1647$ ABOVE * r I :may _ DN •, S i �_ - OPEN i 0 � S AREA CALCULATIONS s aELOW LIVING AREA 802 SF ; GARAGE 537 SF � DECKS 81 SF \ \ \ \ ENTRY ROOF 8EL SYMBOLS ROOM FINISH SYMBOL/KEY TO ROOM FINISHES CEILING HT " ROOM NAME/NLAMER v VAR IESISLO W) FLOOR BASE WALLS L L 5 CE 1 L I NG T C CARPeT ¢_PARR - NOW CP TEX D DR L OP TEXTURED ORYWALL co BEALED &W TE W VIC= AS SPLC'D _P PLAB DRYWALL P PLAIIT DRYYIM�LL CT CMU M 1 C TILE ST SANDST 3F V 8NEET VINYL LAUNDRY) UN IT - B -- UPPER LVL PLAN SCALES I ./4 . r 4 y4 - rvs I _- . i Y-. OUTL I NE OF F I REBOX • ABOVE L _ I -AIJ 1991 WHO" ' O_ I P 4 q 4 I ` / I 4I I - I _ I l OUTL I NI! OF I I DECK ABOVE }� I OUTLINE OF COVERED PORCN 11 I I riwti�tMr�r.:j. UNIT B - LOWER LVL PLAN SCALE , I 4 • - I -O• _ . • .5 { 4 F1 L —j"--j L— UPPER LEVEL -- I p IN 0 a a M N I La1lER LEVEL NoMd t-LBV^TIOW UNIT B - §QUTH ELEVATION Fing TALO. *Ai LA Fl Fol L � Z � _- ENTRY LEVEL LOWER LEVEL �uccc �t�� yam.-� • �` AST El�� ►TID1.1 NIT B - WEST E L E VAT I N soacff+ f98' r•-O' 4wrlt - Ll IV`.' lorw WT V - � Y _ - �_ - .:l ••�:� rte'-ice DECK. ,. V1 f � - 1 N IN [ c S P V �.. _ •i" - r r 6y .�F • - 34 __ r�a��yyS 6-.EDRM - .2 'IJED;2M- -,-V ENTRY LEVEL � `Yt SECT I ON . THRU- ` L I V ,J NG - : - Fx ; 12 1 DGE OW ir Of fit 1A sue_ 3 jjS^Y^ Nv� -T + a:. _ .-._ .- J y -- ... - - - :: .. -. -i - - ., .-, -. •- -- - _ s . _ SYMBOLS -� s ROOM F1NISW SYMBOL /KEY TO ROOM FINISHES CEILING NT ROM NAME/NUMBER - r VAR I E8 t 8 LOPEp) - _ - _. ;_-_• �" F�LOQR BASE WALLS CE I L 1 N6 C CARPET PAD — NONE OP TEXTURED DRYWALL tp TEXTURED DRYWALL CO SEALED CONCRETE W MOD AS SPEC'D P PLASTERED DRYWALL P PLASTERED DRYWALL CT CMAM1C TILE _ ST SANDSTONE V SWEET VINYL (LAUNDRY) =+ 3 A AREA CALCULATIONS LIVING AREA 1967 SF #• - -" FOR PLAN OF TW I S FIXED SKYL I CWT5 GARAGE 4aO SF AREA— SEE ENTRY LEVEL PLAN ABOVE DECKS 93 SF — —— — �- — REF ..--.• '•`'y _ f•`;3 _ f F g}•} 3b LLJ ow GREAT 21M VTN UNIT C UPPER LVL P SCALE , 1 14 ' - 1 ' -0' _r• .� .. - -,_ is - - - . - - - _� .. - 7 - -Z i ` ■■■r,■■■/■iviElio �. s P - ■E! ■EI E�- . . MP ME FN �rwiwws��s�e ■ _ ,�'� , r ra - - -- ■ ��� "� ■■E� ■E rE•E ■■■■■ni r I.R. ■■■r ■t■Ewll■E li ■i■■►/E rac�r�Er�r� ■■■■r�!■■E•■�■■■■E•I�EL it ra E CA f e F' _ � G L t�K• tit E �-+ r`"�[-•� G L�ice'� F�►+G U'`� X70�1"'r ______... - LA LEVEL BEDROOM Y4 LEVEL ENTRY LEVEL Eli 0 GARAGE LEVEL + . UNIT C - NORTH ELEVATION w SCALE- I18- - I—O• UNIT C - SOUTH ELEVATION 6CALE- 1/8• - 1•-0• • ~ —----— �_UPPER - r . �- _ scMy ' Arn�ts�.i�.nla • Ar mom+n+t&o!n es • 1,----•--T �i-++�s awn rrai • ENTRY ` a p�p�q� ———-- ———--.- ► �hMtMlM�et�. .C.end■ IglbDlWW.��IC4an ' Fo . [late Aevise� ,WN II, T -Q- WEST ELEVATION_ Util C - EAtT ELSVA--T10W shed Nlx*w Oil Prot} 4 4r`. i # � 1-~ 5 � .f - f to fly i � � ■ _ �" �` %fir ��� } r,f f JAR [d, F 1 f ' r j � 4, 3 GRADING AND DRAINAGE PLAN GENERAL NOTES CONNECT RET. WALL SUBDRAIN 1. OBTAIN PERMISSION FROM ADJACENT PROPERTY OWNERS TO GRADE OR CONSTRUCT TO PROPOSED INLET IMPROVEMENTS OUTSIDE PROPERTY LINES. RIM ELEV. — 20.5 2. THE CONTRACTOR SHALL CONFORM TO UPPER EAGLE VALLEY SANITATION DISTRICT-- .� INV 75.5 �_ \ \` CONSTRUCT CONCRETE RETAINING WALL `NISTUCCO VENEER SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION_ RE: STRUCTURAL PLANS _ \ o \ PROVIDE HANDRAIL ON RETAINING WALL 3. THE CONTRACTOR SHALL BE REQUIRED TO RESTORE ALL DISTURBED AREAS WHICH ARE AFFECTED BY HIS OPERATIONS TO A CONDITION EQUAL TO OR BETTER THAN BEFORE. wp i.O.W- EL=32.0 l 18p20— B.O.W. EL-28.0 4. ALPINE ENGINEERING, INC., ASSUMES NO RESPONSIBILITY FOR UTILITY, 1 a a e'er ._ IRRIGATION AND DRAINAGE FACILITY LOCATIONS. IT IS THE RESPONSIBILITY OF CONCRETE RET, WALL WlSTONE VENEER THE CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF ALL UTILITIES, IRRIGATION gam' +�� T.O.W. EL=27.0 AND DRAINAGE FACILITIES PRIOR TO THE START OF CONSTRUCTION. % B.O.W. EL-24.0 10" NDS AREA DRAIN MODEL 1040 — BLACK 5_ CONTRACTOR SHALL COORDINATE ALL SHALLOW UTILITY INSTALLATIONS (GAS, PHONE, RIM EL = 20.0 ELECTRIC, CTV) WITH THE APPROPRIATE UTILITY COMPANIES. � � INV EL = 16.20 BLDG /� BUILDING OUTLINE fi. CONTRACTOR SHALL BE REQUIRED TO PROVIDE SUITABLE EROSION CONTROL MEASURES ` TO PROTECT ADJACENT PROPERTY OWNERS AND GORE CREEK DURING CONSTRUCTION. 7. ALL GRADES SHOWN ARE FINISH GRADE ELEVATIONS. i xy 8. CONTACT CIVIL ENGINEER (926-3373) IMMEDIATELY IF GROUNDWATER 15 \ \ " ENCOUNTERED DURING CONSTRUCTION. \ THE NFS71N 9_ EXISTING CONTOUR INTERVAL = 2'. HOTEL 10- CONFORM TO ALL RECOMMENDATIONS OF THE SOILS REPORT (OBTAIN FROM + d01�57 `_� \ ARCHITECT). ►- \ INSTALL AREA DRAIN 11. DIRECT DRAINAGE AWAY FROM ALL BUILDINGS. 2 RIM ELEV = 23.5 r I INV ELEV = 19.5 12. COORDINATE REMOVAL OF EXISTING PAVILION. WALKWAYS. ETC. WITH ARCHITECT AND SFA 8L0A4UNN6 - 19 20 \ j / ADJACENT PROPERTY OWNERS. `. `TO ` CONCRETE RET. WALL W/STUCCO VENEER T.O.W. EL=32-0 BLDG OUTLINE LARGE TREES \ 24 �_ B.O.W. EL=26.0 TO REMAIN \?� PROVIDE DRAIN BEHIND CONCRETE RETAINING WALL. RE: STRUCTURAL PLANS • PROVIDE HANDRAIL ON RETAINING WALLS r ax 4' LANDSCAPING STRIP FIRE NYURANT t 0 ��` • 's PORTION OF EXISTING BOULDER WALL TO BE REMOVED AND REBUILT PORTION OF BOULDER WALL PROPOSED INLET x TO NEW ELEVATIONS. � TO REMAIN INTACT RIM = 15.0 ya INV OUT = 11.60 �B ryd Y� BLDG 3 o N. SEIJT _ ASPHALT BIKE o ACCESS EA — $ + of ��� PATH 50' STREAM SETBACK LINE friATCH INTO f, iI + � BLDG 2 , EXISTING PAVEMEN T Al 1 °' a, CV 100 YEAR FLOOD LIMIT S PROP^ L: A' !NLET 1 A�r� / j�/� :+ '.5.50 8020 - n/f�ll/ILL..it?VAI /C�J�j�/�+ ;Nvd a: = i?.48 (NORTH) -fit � j , �LJIYLJOIYll 1VMJ IN'J OUT = `.1.28 t�� INV IN (NE) = 11.48 1, I Lim � / EDGE OF GORE CREEK BU'Ir_�i,"JCS 4-•-7 , It 1N 1 BLDG 1 +16-0 ! +r7.0 / O i \ (FIELD LOCATED) ELECTRIC I�t���I�E 1 P� --� ° TRANSFORMER 1 y / + CENTERLINE OF GORE GREEK BUILDING OUTLINE t' l 1 . . . (TYPICAL) 00/ slim �C PTO / Am rbWxs aowrwd _ TR3 Oocun%pm Intl IM dm Pwan.as anosumorn of LEGEND of PROPOSED INLET / G PranApchftu.PCarda ! RIM = 13.8 s v w. "�«�, INV !N = 9.96 - / (��y aum+oraatonof RobonL NV OUT = 9.76 O / V / STORM SEWER k INLET "•�"�P Y pV 2E LF 12"CSP G v ocoo SANDSTONE PAVERS its SPRUCE TREE f- Revised: DISCHARGE TO _ .y. . �- � GORE CREEK / + BOULDER WALL _ 10 ELEV. OUT = 9.5 , / +gas SPOT ELEVATION / 10302' mfr DRAINAGE FLOW —r 69,01,36 &rsx PROP. FLOW GRADE Shen IWksvdw N r 20 PROPOSED CONTOURS i r SCALE 1 20+ EXISTING CONTOURS — 2 ' s GENERAL NOTESI I . ALL DIMENSIONS ARE PROVIDED TO SHOW DESIGN INTENT AND ARE SUBJECT TO FIELD CONDITIONS AND MATERIALS AND METwODS USED. CONTRACTOR TO FIELD VERIFY DIMENSIONS AND ANY MINIMUM DIMENSIONS REQUIRED BY STATE AND LOCAL CODES BEFORE BEGINNING THE WORK . NOTIFY ARCHITECT OF ANY SERIOUS DISCREPANCIES. �l -- - - -- ! 2 AIR GRILL 1 3. I R E s M1 .0 ul (��' of- CT W "P PROVIDE SPT 4 AS '1 4 f MTL PAN AT P ^ / rMECP ROOM 12LR E 105 ' -4 3!4" -- -� GARAGE BACK OF OF I R J I f Z tL y rA_ $ I � I �• /4' 4 L SKI RACK ` - 2' s' s I a• 2• I ++ a s/4• w CURB I ES 5 I/2• ? - -- - - - -. 8 1 r2• 3 1/2` -- 1/2' a 112' 1 "I _�r-- --___ BELOW I 'lam- - j I^�. I° ! 4_L^mpitic.CLOSET A '0 I _�.� L,1` -4PING. I- o ie CLG AT f n 2 ' EL rO @' - IO 314• k 8 ' -O• '� ME CH ROOM EL 104' - 1O' I SOFFIT w T .O. CONC PA- I " o R 4 – - a 1/2' w a 1/'2' a'-4' a'-4` s 1/2' 8 'JV 4 I �,,, 2' -4 1/2' 5 CONC PAD ^' 2 b Oi 2 �, WALL MOUNTED 1 /4* PER FT WOOD RAILING LINE OF -- — FIREBOX I � — — I SOFFIT ABOVE I FLR DRA I TO . I –f H it–GPAVEL FILLED I DRYWELL I � u I V'^ GP P 3 A f f CLOSET I w ! L 105 b ''lam' * CLG AT IR ' ! S G' STEP +.� I E 5 1 12' S I I -- I_ _ f a a — 11'-t' I" 2' 1 !<� - 10,_S- I� I EL 104 - 1 1 . e I I R I 11 , TO G R A@QV E e ;4 I " , I I r o L I I I I I f � DECK I I -2. i'-2_s!r!I' 0 I , +>! I I .A. s. R.O. a 1 /2' C a j 1•_fl. I 27' 6 1J:• 21 •-Q' f .PC CONC PADS —- w.o m.dw - - - - - - - - - - I , mcogxwa*d LINE OF - 1 PC ago-6 be us"..n wr+oss or n r 7'°I• S 112' Port.W010LA""w tq�n evowumw or P~t s 112* �M Cwau mey 3. Date 3-17-9- UN IT 6 Revised: BU I L D I N G 4 - L OPINE R L V L PLAN ,�'�° {� TRUCTi(]M SET- SCALE- 9I4' . 1 ' O' ►L (� '/ JUNE 3 , 1 992 z Sheet NUMber A 1 .0 BLDG 4 .4 T ", GENERAL NOTES [ I . ALL DIMENSIONS ARE PROVIDED TO SHOW I DESIGN INTENT AND ARE SUBJECT T O F IELD — 4a•-a I r 2• C�OND 1 T 1 ON5 AND MATER 1 AL S AND METHODS USED. —__-- - - __-- --- -._ — -- __--- -- -- ..- - - _----- -- - --_-- _ ___ CONTRACTOR TO FIELD VERIFY DIMENSIONS AND ANY MINIMUM DIMENSIONS REOUIRED BY ITOILET 3� STATE AND LOCAL CODES BEFORE BEGINNING yj■ __. � • THE WORK. NOTIFY ARCHITECT OF ANY SERIOUS N 3 r- 9•-1 I11 s a• l9•-a i►4• DISCREPANCIES - - -- -- - - -- 9 19 1 — r 15 — - 12 4. 1O 4.2 rIB 4.2 16 2- MANUFACTURER. FRAMING WITH FIREPLACE 1 17 E IQ I� ''°, f ' Q f Ir2• n o IQ/ IS FO '►:• 11 O' � -- - - - 1 --�- e• �• L -N 2•-9 Ir2- • a•-a• a•-2- !r7[ 4 Yi 6 1/2� e•_7 1/2•— ]rya ! f '{- _ O I 1 P 13 TUB 1 4. I I I I !' - ACCESS ' 1 O PANEL 7_ 4• REe lS/A4.2 A v ISTI W v 1 REF ! ! YMAL L MOUNTE ~ WiQOD RA I L I N6 R I DGE = F 5 , ni w w ' STONE I ' 19•'4 112• �•'�- s•'4• #, 3•-, - 1�._2. t 1 f - 1 ' o s r2• � � 1 FIXED SKYLIGHTS \ OOVVERESTA 10ERNTIRRED \ I RAISED STONE 5 \ A it HEARTH $ MANTEL II « I 3F S.O \ i `' T LINE OF o t� 4. I : i - �a / � � • - � CEILING i ( 81 HIGH w z � 13 BREAK I. KNEE WALL TAR. I LINE Or- I ! I \ 1 ! J A IEI I I CE I L I N6 R I BREAK EL 1 1 9• -6• w f f 1 O t EN 71 i a _ w TO w n BELOW f O N I ! I VERIFY DIM r+101 - A - 00" OVERALL IOa�1NAr101+1 �- ReLOw 1 1•-O' 10•-O' i vp - 1$'-70 w1 NDOM AND OA I L I ND 1 2'-4• 27•-6 Ir2' 1 21•-O• I _ At01 , . . VERIFY MAN APACTURIMR 4e'-6 Ir2- ENTRY ROOF 2 3- t1' DaW BELOW U i T 6 B ! N 4 - PPER LVL PLAN SCALE@ 114• - 1 * -()* t- _ S } V/ W 2 r I 2 cl 3. 9. yVl'VD PROOF -- 3. �. - F I klwD SKTL IGI-ITS FLJE Q LY TERM I NAT i ON �'AA♦ U O PAINT LOK SNT MTL J ----- - --- --- -- - -- --- --- - - - I - - I -- - - PR I C"IMNEY 11VT _ 1 2 ]5 I /2 11 Mll�'e 1 1 2 v l�- l 5 1 !2 1- - -- - .- STAINED CEDAR SI-TAKES TYP + SNT MTL FLASWING- - -� ® 5 J WIND DOOR W — >iEAD-- Q O NEAQ \ � HEAD R.O. R O c QI zw�R.O. S T © ' STUCCO - �� T - CEDAR FASCIA/SOFFIT TYP �� 3 ad 2X CEDAR TRIM- z 11 a] u U� dr ' Ii 1 1 , '- --- r-- i --- _ aQ - - UPPER LEVEL STUCCO - -' -- -�- W � PAINTED STEEL -- EL 115' -6' - WA L L I NG TYP. wi ND WEAR I , / R.Q. Q V Q�-- -R.O T i i I 2 TT I T Fd STUCK -01 Y � ILl ' *i': ; \\ z.Q zd �` ® i Fi'"��i i I � - -- CEDAR SIDING OVER i GARAGE DOOR � J j ; - - - - - - - - - -- - - -- - - - - -- - - - -- °;aa - - - -- a Plu- - - i ' ' ' ili ! 1 { ' 1i i I i ' - ---_ LO04ER LEVEL i I EL 105' -6 V �- - - 1 --k --COLUMN F T G•S r -- - - - - - - -- - - - - - - _ - -- - _ / � __ - - - - - - - L � IN FOREGROUND - - - =1' LINE OF - - - - - - - - - - - FOUNDATION WALL SNIT UNIT 6 BUILDING 4 - NORTH ELEVATION BUILDING 4 - SOUTH ELEVATION SCALE- 1i8' - I ' -O' SCALE, Ira• - I ' -O' 1 2 12 ! - - -I'5 112 1 2 =Y S IJ2�- S 1 /21--- l21 — 12 V y DOOR a MEAD_ $TL-CC-, WiNO WEAD 7i�ir R.O. r T T R.O. 2X GEDA12 TRIM O i 2 'fY TYP AT ALL WINDOW ��55 AND DOORS �� ® � � ; 5 I2� i d2 r • L��Q O UPPER LEVEL ? ---"t--'-- ' iu *Rdkftft.PC ST U 000 1 Aat Aptrs Ru+nae I EAD DOOR T UQW n�dawWAmnL and On,da i o WEAD nr Hof STUCCO �,T 12 0- : z ZrairR.O.v WEND WEp0� A.F.F. 3d T T FT T R.O. sr� CAR. n 7 I--- I a op��oip«�ry«yE PAINTED WOOD DOOR$! -- --- � � P�Ate.P.G r,d s ` Riau WINDOWS TYPO' i ® 1 I I II (� I .� ;,O �wsntd 4«n ` Z 3 i IQL I f . ill fiN,OiiriFOn�f 11v4rt L az: F I 1 �j q Jr°`{omypme LEVEL - EL 105' -6* . LINE OF - - - - -� J Date FOUNDATION WALL - - - - - - - - - - --- - - - -R r_ UN I T- 4 Ubl IT 6 Revised BUILDING 4 - EAST ELEVATION BUILDING 4 - WEST ELEVATION SCALEr 1 /8' 1 ' -0' SCALE- 1 !9' - I '-O' } GENERAL NOTES = - Sflset Minder t. Q.t MMIS I O M ARC I IKWN I TO 1% sm 04j INTtwT Av*M *JOJWT MI - 48'-6 112' 9'-1 112' 6'-6 112' IM- RATa� r- PPv I I P I P IV IR/ Is — — — — — — — — — — i t IDIN ING i I F Q P v f IQ/ IS t RIDGE $TONE / 1�-JL I j ' / i wl lye I PQ R 12M + VENEER - t— / t SKYLIGHTS RAISED STONE \ ABOVE n HEARTH Z MAN A TEL �� --- LINE OF--- p CEILING ' Z BREAK EL 116' -0' I A �-L I NE OF ' r --j CEILING I I BREAK f r 1 OPEN i - I v TO 5S I 1 F I I BELOW D 0 . ;\ n n o o Io I -- -�. -- �° j -- - 1 314' 13'-7' - DECK OVERALL I2'-11 314'; EO I EO ' 1 VWINAAGE AND RAIL IN c DORMER ABOVE 'P�wr ihs dopNArK,rid rr+�s f phe�iorpr� d d I 46'-6 112' 1 tY0.1 es � nm ID be used.n rM o4 or in p 1 rl wow ns W~ ENTRY ROOF r� �w BELOW BUILDING 4 .. ,.._UPPER LVL PLAN e,,,�r— x'--94 SCALE, 1/4' � I ' -O' �} S11est 4e'-6 1/2' - ui i 1''11 1/2• I P �. EL 105' - 10 3/4' 12/ 1s ` BACK OF GARAGE GD - �_ SKI RACK --' - j e i w/ CUBBIES I BELOW I �� � I a i f EL 107 ' -4 3/4' I e MECW ROOM t F I ' i L 16' P - O' OUTLINE , N . OF F 1 REBOX •J `r � = ! ABOVE �`�• - 1 i :' 1 fi'F ' 1 12/ is 6' STEP - + L k e 1 N 1 _ TO "fk r�' EL 105' -5' of GARAGE DOOR. { i I I I i I 0+ SL 10 1 Nry DOOR AND I t l OUTLINE OF I I f I + ! DORti1ER aeovE 1 DECK ABOVE s -2• I Eo - - -- - - - - - - - -- - I 1 o 1 19•-6 112• e'-a' 21 •-01 lu frprs and OUTLINE :OF- g pop 1{1{{{ OOV EKED � �PC - PORGW !{ 7'-1• 5 1/2' ! iowl 914had90+nt AMM CdolNobnit 5 112 Jr a He"pam. D 'M! Ewe L Reviwd 121JILDING 4 - LOWER LVL PLAN - SCALEo 114• - 1 '-0' xe • � 1� WIND PROOF - - - ---- FIXED SKYLIGHTS r• 7''r-' = � FLUE /�---- - - --- 40 TERMINATION � - PAINT LOK S1-IT MTL ` .r C44IMNEY CAP - 12 12 _ I PRIME ARID PAINT I - 15 1/2 5 1121 Ile ' STAINED CEDAR SHAKES - TYP 3:- $HT MTL FLASI-1 I N6 —f a wimp- r-0.- STUCCO lei -- -- - `�\ T•b w11.1p�.p. a . ' 2X CEDAR TRIM ti 3l CEDA12 FASCIA/SOFFIT - ' T TP UPPER LEVEL -5TUCco EL 1I6' -0' PAINTED STEEL RAILING - TYP � � STUCCO �'; T � I � � lil .. f•_- F CEDAR S 1 D 1 N6 OVER ` s, Z , I; GARAGE DOOR LONER LEVEL '' 4 -•-----�-•-EL 108 BUILDING 4 - N012TH ELEVATION BUILDING 4 - SOUTP ELEVATION SC-ALEo 1/8' - 1 ' -0' SCALEo I /S' - 1 ' -0' 12 i2 --- 15 112 12 5 1 /21 5 1J2�— 12 101, w1p4p RO- STUCQQ — 15 112— YG WIN V jLd9X 2X CEDAR TRIM TYP AT ALL WINDOW AND DOORS r 1 12 5 1121 .. } ENTRY_NT_Y LEVEL_ 3 12 _ 15 1 /2 STUCCO ----- -I t6' -O'--- - _ WIMP O STUCCO --- - W �� r a OL PAINTED OOD DOORS/ — STUCCO WINDOWS - TYP Z xr ApOftM PQ ayur hMiroal 4 3 y 3 �• j :� • + LOWER LEVE L nu..,•aa,,,,, s,n,rrtd ----- EL 106' -0' 1 1 � ' -. --------.-- aoks�wW rnio�-moo 1 1 1 1 I I I 1 J1 1r P.G sras em loom ua w rAm�a an pvt mama 1 1 1 I - - - -•- - - - - - - -- - - - - - I -r -- - - -- -- J. _._- _ _ - . � y-i• i � o11�u[�. - BUILDING 4 - EAST ELEVATION BUILDING 4 - WEST ELEVATION SCALE+ 1/S' - 1 ' -0' SCALEN 118' - 1 ' -0' Date 31�� RSvbod No 5irert NIs�lr 1. Dior s1W verily 41 aondiltoelte prior b oorrrner q work. 3. See CM Erginews drowinps for am and plonhor d do iondens, concrete bands.awaNK THE W ESTIN HOTEL '""�i a' and'° '°� S. To malsh oWz*V at YWmm.Submit sample for approwl. • .... . - 1. Paw o shsl hers a n**m m oomprasowe strengM of MW PSl in scoordance with furring pen ift i rws ASTlM1 C- 4211r1d C-Ia Malerift used b mamftclure interlpddnp corMS+ele patsirg storm MW ON 1110 the 1iolioWI �iL L Q 2. Sand Leylrg Course: Clean weaned sand with a IW%pasehg a No.4 don sire and a m *ftnn of 3%#amring a Ha SOD don slm Ilds is carrt{r I known as plaster sand. 3. Cowom clod Read®see;A4ok mn T thick when nub trafiie occurs and min. r Odck at enlry waft j ravers dv4 be dean and*vo of hneipn m be*" bdirtlon. Insh"on should stool 1hc+m a cornsi,at a,,mV an f edge e°procmW forward over#re undisbrbed send kybg cause. Psvbg work shall be plutft bvwi.and true to Q Y lne and grade;anal be isatoled b properly aeincidn and alp wNh#d]�1t work and elevations. W edges mast be I N•r�IQ-1.o�ii�I N Cif nhd ft- to so=*Ow pier stenos and sand isyirg cousal U Et p I Vt•l°-�i� 1. Thiekrrsee Of sane WjI g course anew be urdbmr to an own surface. The designed�WwwN iv U be a nWft w d 1-112'. The sand layirp course shou> ins resporwidlity of the paring slors bmWer. 4 • f Tact aJ�NSr WAci,t� 2. f�avbV stones ahouid be InstaNed hand 99M and level on the ur d sand iaying coarse. Wing Ines • • Glvl�a,�ST14�7U+R�V dmM be used to hold paitrm Inca true. -••t = 3. Phstar sand should be spread over the irtatdied paving stomas so that tt rrmy be vibrated into the joints between W Q.. : - ... • the stones. 1 4. A Roller WbmW or Platte Vibrator should be used to c ornped the stones and to vibrate,the send into the joints \ Gbh fi b 'between the stones. - GANG• ibAN � �d hY5 � - ��•` G I J t h1 �/�P 5. Excom sand sfiould be swept irrla the jdnte or diaposod of from area. ��• a. The Dorn paving atone Instalatkm should be washed dawn and cleaned to provide a clam finished m \ ` �ed% workmarfte kateladom 7. AN aft g shat be done wNh a masonry same b produce clean sharp edges. IN�KtN�+ ;37 - P � CI 1 NG� 3- otrl�I WWI o N • 1 2'G M°✓e ex isoNo - ��• .. to�00 MILLRACE # 7 QN lyi°- '(� 6 rip. o �`J 4ov o 0 wowd Ina am ,• �.ts�s n.rww•.d Pratt Arq ,P.C..�s �.•� ap!b lu Woad.n wtgla or to d wliwwvafon Rabwt L AmW6,Edmd M.Mad Jr ar Murry FVW Construction Mn 0 10' 20' 50' •' SCALE: 1"=20`-0' ,NORTH r - 'Show O� - - �•s.�.. .___-.r =-�'-a-__-- .. • . � .. �. _ h� Plant Schedule KEY QTY. BOTANICAL NAME COMMON NAME SIZE REMARKS ` TREES _ THE WESTIN HOTEL MS 5 Atoka Sim. Udon, Doha Flaweft crab 25"Caliper Matched Standards - PT 64 Popukrs trMr>t►►owes Quaking Aspen 12-240"30." 1/3 Clump Form PP 36 PllceaptxverrsghwA Colorado Blue Spruce 10',1-14`, 1-16, ' PA 11 PopuAis angusdlila Narrowleaf Cottonwood 2.3•Caliper N�tI�E SHRUBS �j PT • �— CA 11 Carnes a&&ele0W*0k a Va ft)OW Dogwood 3-4 High 36'O.C.Triangular SpwAM RA 2 a- • CD 15 Conmnaw Dlarrvnerl CC B.' Coral Beauty Cotoneaster 5 Gallon 36'O.C.Triangular Spacing • CS 27 Cwwts MobnWra Red Twig Dogwood 5 Gallon 36'O.C.Triangular Spacing EA 4 Eum*mus abdus torrpscia' Dwarf Winged Euonymus 5 Gallon 36'O.C.Triangular Spacing JH J* Jurdperus horizPV►rWb Mw Chip' Blue Chip Juniper 5 Gallon 36"O.C.Triangular Spacing (n P ' JB 17 Jw*�"z sabina BWila o Buffalo Juniper 5 Gallon 36"O.C.Triangular Spacing O �F I� Z P PM 3 PkXAS ao punulllo Dwarf Mugu Pine 24'to 30' 36"O.C.Triangular Spacing W 0 69 - _ PF 9 Pbtar9 t li st Uffak7 arW" Jackman's Potentilla 5 Galion 30"O.C.Triangular Spacing Y Q -� J4•}' 3 T RA 19 Ribes afpin m Alpine Currant 5 Gallon 30"O.C.Triangular Spacing Q W S P 9 Sailor prurpww Name' Dwarf Blue Artic Willow 5 Gallon 36'O.C.Triangular Spadnq rr � O X17 SB 7 Spkaea bum. Ar&IxNw Waterer' Anthony Waterer Splraea 5 Gallon 3r O.C.Triangular Spacing V of PP • • • ' G VMCI SN 3 Spfisea IgwMa Siowmm�d' Snmound Spiraea 5 Gallon 3 'O.C.TftnpA 5oeft v All Q ou p MGJ GROUND CQVERS Q U ~ S • AU 4 ArctosU phpW uva-wsi Mrinil innick Flats U �9 7 AV 3 Aegopodium varlegaruom Snow on the Mountain f=lats J P MH 2 Mahoma repens Creeping Matwnia Flats ( _ PS 2 Phlox subWato Creeping Phlox Flats W `r SD 7 Se&m Vragons Blood' Dragons Blood flats c VM 3 Yrnca rain w Periwinkle Flats PERENNIALS \ 1 300 FIN areas designated on the plan with a variety of 1 Gallon Perennials to be reviewed by the Landscape Architect. . pp �15TINEa - • • 1�—_XISTINC�I — 3 Notes • 1. Contractor shall verify all conditions prior to commencing work. Q l~ Gi4 •� Qrt" PM ID 2. Spruce trees to be nursery grown with leader intact and undamaged. J 7/ yj 77 + b. 3.� 3. Deciduous trees to be staked and guyed with two metal stakes per tree. �� q• �, 0f 4. Planting backfll mix to consist of 8D%native topsoil.and 20%peat moss. • ' •.'• IP o �l 5. For sodded areas and . yl planting beds add a total of 4 of topsoil, three oxt. N CIS,Gcj ® J� = 0 yds. 1 s• 00 of peat moss per 10 S.F. and 5 pounds of a 10.10.10 fertilizer / / • p 000 S.F..all to be integrated with the subsoil. \ '� �j • • 6. Galvanized metal edging 1/8' thick by 4' wide to be used where 1 S designated an the plan. • 'tl 7j �_ - �� y 0 7. Planting beds to have 2'to 3 of shredded (dark) bark mulch, 1/4"to �t-EE 6A s'° 3/4". 8. Existing Spruce/ Pine trees shall be protected with secured haybails At 7i and/or 3 raps of snowfence per tree. • 9. Plant material shall be subject to inspection and approval by the • �� Landscape Architect upon delivery tothe site. • R 0' 10. Substitution of plant materials will not be permitted unless authorized by the Landscape Architect MILLRACE # 7 Soo . -- `O11. Tree and shrub locations on the planting plan are approximate and shall - - •�VJ�-• �(G�Q'�- � be adjusted if necessary by the Landscape Architect. Q NG�� k .12. Trees shall be shaped and pruned after installation. • • • ��\cJ�` �7 13. Contractor responsible 1br watering of all plant rrattedat1mmedlatey upon • installation and until final acceptance. 14. The contractor shall warrant that all plant mAterthis supplied under this `�",P P contract will be healthy and in fibudshing condition of active growth one PR Md nos doouffem and ma Kbft Year from the date of final acceptance. Replace without cost to the and dasomWcmporo%d N - o owner any pkw is not meek lhis condition d- wft the rw m*Period prolassmonal smvim.is fteB,, \ �P 15. Contractor � me «�' r�Or f AdMads.PC.and S • +"^" autlmo rahm of Robed L P� Amold.rdvwrdM G ananaq aos xM dkgmm of the syrflern for the owner. h HOMY Pran. ' 16. Deciduous trees in sod areas to have mower protectors. ,. Date 3/17/92 Planting Plan - Revise& \ r 0 10' 20' 50' a SCALE: V=20'-O" NORTH Sheet Number IL o 0 L=2 -.,_ cam,`,- - -.`....�,- � -.,.-s- -;, •--"- �_ � .•. --_.-:-. - _ - __ - - _- -- - - GRADING AND DRAINAGE PLAN GENERAL NOTES CONNECT RET. WALL SUBDRAIN 1. OBTAIN PERMISSION FROM ADJACENT PROPERTY OWNERS TO GRADE OR CONSTRUCT TO PROPOSED INLET IMPROVEMENTS OUTSIDE PROPERTY LINES RIM ELEV. = 20.5 2. THE CONTRACTOR SHALL CONFORM TO UPPER EAGLE VALLEY SANITATION DISTRICT INV = 15.5 _ _ ^_ �t `. CONSTRUCT CONCRETE RETAINING WALL 'N/STUCCO VENEER SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION. RE. STRUCTURAL PLANS PROVIDE HANDRAIL ON RETAINING WALL 3. THE CONTRACTOR SHALL BE REQUIRED TO RESTORE ALL DISTURBED AREAS WHICH ARE AFFECTED BY HIS OPERATIONS TO A CONDITION EQUAL TO OR BETTER THAN BEFORE. T.O.W. EL-32.0 8020- \ ` \ B.O.W. Ei_=28.0 4. ALPINE ENGINEERING. INC., ASSUMES NO RESPONSIBILITY FOR UTILITY. CONCRETE RET. WALL W/STONE VENEER IRRIGATION AND DRAINAGE FACILITY LOCATIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF ALL UTILITIES. IRRIGATION + 8021-0 2 T.O.W. EL=27.0 AND DRAINAGE FACILITIES PRIOR TO THE START OF CONSTRUCTION. B.O.W. EL-24.0 10" NDS AREA DRAIN \ MODEL 1040 - BLACK 5. CONTRACTOR SHALL COORDINATE ALL SHALLOW UTIUT'f INSTALLATIONS (GAS, PHONE.. RIM EL = 20.0 ELECTRIC. CTV) WITH THE APPROPRIATE UTILITY COMPANIES. ^ INV EL = 16.20 / BLDG 4 BUILDING OUTLINE 6. CONTRACTOR SHALL BE REQUIRED TO PROVIDE SUITABLE EROSION CONTROL MEASURES TO PROTECT ADJACENT PROPERTY OWNERS AND GORE CREEK DURING CONSTRUCTION- / 7. ALL GRADES SHOWN ARE FINISH (MADE ELEVATIONS. 2-C \ ` 8. CONTACT CIVIL ENGINEER (926-3373) IMMEDIATELY IF GROUNDWATER IS l , \ ENCOUNTERED DURING CONSTRUCTION- ME wFSnN - \ \ f 9. EXISTING CONTOUR INTERVAL = 2'. + e0tlRSr w • Ho"U 10. CONFORM TO ALL RECOMMENDATIONS OF THE SO&S REPORT,(,OBTAIN. FROM gg ARCHITECT). INSTALL AREA DRAIN 11- DIRECT DRAINAGE AWAY FROM ALL BUILDINGS- � 2 _ RIM ELEV = 23.5 `� INV ELEV = ]9.5 12. COORDINATE REMOVAL OF EXISTING PAVILION. WALKWAYS, ETC. WITH ARCHITECT AND SPA 9MLOW0 I� 0 "2 \ ADJACENT PROPERTY OWNERS. ;. O CONCRETE RET. WALL WISTUCCO VENEER ` T.O.W. EL=32.0 BLDG OUMINE ` 24 LARGE TREES B.O.W. EL=26.0 �. TO REMAIN �� PROVIDE DRAIN BEHIND CONCRETE ` RETAINING WALL- RE: STRUCTURAL PLANS ` J PROVIDE HANDRAIL ON RETAINING WALLS It 4' LANDSCAPING STRIP 'r PORTION OF EXISTING BOULDER WALL a, TO BE REMOVED AND REBUILT PORTION OF BOULDER WALL PROPOSED INLET ` x TO NEW ELEVATIONS. 1� RIM = 16.0 TO REMAIN INTACT ' R INV OUT J1116 LD 0 _ 1� ti� BG 3 EASEMENT `a+ - �� � i• / ASPNAL T BIKE ° SS -r" °,r ACGE �� PATH ... ' . . 50' STREAM SETBACK LINE VA''CH INTO LDG . . . . . . . . i `.: EXISTING PAVEMENT I h 100 AR FLOOD LIMIT PROPO Si . Ci�fLET �. ] ] '� :•a - '5.50 i ! + ` 1B �.lbl gp2p t I.L.- CE IN-16' 'N = 11.48 (NORTH% n1r - IN ' OUT _ 11.28 -,t 0.]MUM - INV IN (NE) = 11.48 ``}1 ELECm1c I }} , , EDGE OF GORE CREEK � (FIELD LOCATED)ro 6VI,_-',:JGS BDG Ilk RANSFARMER / ` c ti �1 CENTERLINE OF GORE CREEK BUILDING OUAINE . . . . . (TYPICAL) _ . . . . - i / .01 Nob oo, .p1 G� . . .....-. aocumMK arw w�eNs PROPOSED INLET oop f ��/ Asthfto PC On RIM = 13.8 LG OWL vA-**,o0p.. e s VGIrDIca 10 bo u W.ov Wo uoi on INV ?N = 9.9& / (' , NV OUT = 9.76 STORM SEWER k INLET o.►or.rA.ar INSTAU 26 LF , wG 12" CSP QoQ SANDSTONE PAVERS f Date SPRUCE TREE Re viSect { DISCHARGE TO GORE CREEK / BOULDER WALL 8010 ELEV. OUT = 9.5 fa / +2a5 SPOT ELEVATION DRAINAGE FLOW s yes PROP_ FLOW do GRADE a �.. 20 PROPOSED CONTOURS ,` scvqE 1 s 20 EXISTING CONTOURS - t _ ---r_-. - ,I t t _�-y• rte. �"(1��.�;�p� - L c PIN }L^� 4 1 L f` PI F5 Gw-4w--z.E _ F.tlkT I mw OF cl-lc"TO I PICAL LAPGr r_SSD� LJALL Z i i