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HomeMy WebLinkAboutVail Racquet Club 1986 Club Building Phase 3 Addition.PDF c s SANITARY SEWER MANHOLE r� 7 Pti r C i t rtr� \ SPRUCE \ G (EXISTING) BUILDING 5 S�0 N 4 STORY \ \ ELECTRIC Y 6G /� 1 ti MANHOLE Y ^.JI.J{.� co% ,ji �, GE OF SPRUCE �y .� T,. �4y O% \ 6 VE (EXISTING) 4j J CO �G \ - h Oq �O G O 4f% 0 CO 'fD rr o 0 Fti o ,y - pe � S c�F 0+4,11 4011 10 0. �0 C ELECTRIC ESg ,� 6E Co /Op Oti0 9 2- 10 SPRUCE i 00 MANHOLE GOSSONOOp - q,� TTO SpR 041,N \ _ ••'�- 20, ���,�.' COTS - 440 ° �'' ,Y000 CF CIS �0o0sd'5 � 3-10 5 SPRUCE1 f✓ J 'SpOgC/��O °�� .../J/ \ V .� 4Q 4 Go . 40' TRASH �SPRUCE / �� _ 4•p 7 (EXISTING) �/ r} BUILDI G UFtSS C<<i �` ,SrO�G�� 2 STORY 3 STORY NNIS CO III 0 py • 10' ASPENS _ O Aop 0+ --o POND _ sL - ` • -:- / '10' SPRUCE—" 2-10' SPRUCE ✓ `SpRVC� SCALE: I°= 50, cooaS D .TENN - - - _ - ��20' COTTONLESS COTTONWOOD • _ 0 } � 2-IIIsPRUCEJ O (EXISTING) - - - `" 1 /' SANITARY SEWER - 2-10 SPRUCE MA OLEq - 10' ASPENS " O C _ 1.5 cm 4 C1 — ¢ r O-0 c - A R C H I T E C T (303) 761-2222 .. - _ o O f f^`' m 1. 00 '�' executive suite 103 L • JG 1 , • L� m 0 z r l o`sPRuC E 3677 south huron street L r' ..� - englewood, Colorado 80110 - +\5 ♦�}� - _ 0 . 10 ASPENS � SPRCE U � i t - - os • ��� a STORAGE Q MAINTENANCE 0 - C� ,I+Q!q— �l J 10' ASPENS Proposed location is best for : - - - = - - ` °y'' �� - 1 . Access to present club facilities on two levels. .. -- r • '� :- . -- - - - .` _ _ ' ' - _ .. - .O • - • `' �'� ' ° -?o 0 P -J°� � - - _'- - - •_ .- _ 2 Space is available. ` _ 9A . r c1 3. Utilities required can be extended from present building. m \\ 10 , 20' COTTONLESS COTTONWOOD Q A r. ' -b • - - _ ZOOy, / 20' COTTONLESS COTTONWOOD - ti t4. SITE PLAN SHOWING AS J , - _ 2-110'SPRUCE �q CONSTRUCTED AND PROPOSED BUILDINGS. - ,• �" PHASE 3 .e^ - •j - IO' ASPENS 1 DRAWN BY IL R cvto- VAACQUET CLUB STEVE CORSO EAGLE - COUNTY DATE: 11 - 1- 76 .- -• � ' - / � REV: ' '• VAIL COLORAD0 -2-sue. CZ, E.'t.a u Ls SHEET O F DAYN / ARCHITECT 709-2222 3077 SOUTH HURON STREET ENGLEWOOD COLORADO 80110 SHEETS 86895 I POOL EQUIPMENT SWIMMING POOL ti lxx w � � a f Q — 1111/1 '1'1' WEIGHT LIFTING HEALTH CLUB A � U Q WOMEN'S LOCKER ROOM 0 - _ n ; MEN'S LOCKER ROOM U L� W - `o 0 _ D 0 0 0 MASSAGE MASSAGE ELECTRICAL x L NDRY SPA DIP u� CORRIDOR �QMP vN. ADDITION TO THE drawn by: CCD EXISTING BLDG VAIL RACQUET CLUB date: L=r rev: VAIL, COLORADO LOWER FLOOR PLAN G c�cc cictv[s sheet of A R C H I T E C T (303) 761-2222 2 V SCALE 1 /4 — 1 '-0" ' 3677 south huron street ri englewood, colo. 80110 sheets 88895 r PL v h� v � 8' X 8' CLUSTER SKYLITES p v ; _ Ms PROMENADE AREA o i � I ► I - t G U I ( < < ( AROBICS AREA 46`-4" X 24'—p" o o ( l II + I 11 II W - — � l ` oc MECHANICAL SERVICE O I LLJ ADDITION TO THE drawn by: CCD o VAIL RACQUET CLUB date: 1-2-85 rev : m VAIL, COLORADO • • sheet of UPPER FL OOR PLAN aRco c c its G A R C H I T E C T (303) 761-2222 3 6 3677 south huron street sheets SCALE 1/4 — 1'-0" engl ewood, col o. 80110 1 88895 r S. LiN E ~_2 LDG - Fiji- , z0 o BLDG 13 SIGHT LINES 0 SECTION SCALE 1 /4 — 1 '-0" VAIL RACQUET CLUB drawn by:CCD ADDITION date: l2-13-84 rev 1-2-85 • sheet of G cfcc ctavts A R C H I T E C T (303) 761-2222 —T 3677 south huron street englewood, colo. 80110 sheets 88895 EXISTING COURT H I . - OO • i j • / r , EXISTING CLUB BUILDING -- cc Hit f$1 1 NE BRIDGE 11 THIL- J 0 CID POOL EXIST - - - ' , • '' �_' _ - _ - ---- . E 'I 3T TRASH w m � _ To C cep �► � xlS-t 'psLCG 1 _ - " • EXISTING PARKING _ v DES • / PLOT PLAN ' � gL DG. y - B 14 � - _ SCALE 1" — 20'-0' T • B D 3 IFII IHH-,l I IN, \ I SOUTH ELEVATION ADDITION TO THE drawn by: CCD SCALE 1 /4 — 1'-0' VAIL RACQUET CLUB date: 1-2-85 rev: VAIL, COLORADO ts sheet of A R C H I T E C T (303) 761-2222 5 __ 6 3677 south huron street englewood, colo. 80110 sheets 88895 LL I i 4 t C t I i r i f t i } s� EAST ELEVATION Z0000-�z j ---- -- -- ADDITION TO THE drawn by: VAIL RACQUET CLUB date: CCD 1/2/85 rev: VAIL, COLORADO C c fc clWits sheet of A R C H I T E C T (303) 761-2222 6 6 NORTH ELEVATION SCALE 1/4 — 1'-0" 3677 south huron street sheets englewood, colo. 80110 I l r f �vv I� r vull, ZVI, /iA RAC UET _ CLUB A , DDITION - , --�-- —Ak `� ` l ' t l(, ` t t�. • . \ \ !ter 1 i i •,,�: —At 1, .._.� I 1 4i�—a I�1( � w 1 / ��—•-- \ \ I �.r�� l � ,•�� •;' � ', ,'t a�` `�, ` � `� � •� �-' � vim: � \� � _ - • -.�•;' � �� � Irmo pq \Lull C 1 d� {(/ ICI ,, •�• / . • _ - . 1 ... - ,a I �' I ' I` t rLr(� ` � l �� '�� ( Vic' ��` 1 � ' . •• •' � � �' - - _ t „� tlttr��� .- `Itt( . ,. let I . - • I CA ` / � � ,� �i�'1 1`u I (Il - �Il� -. _ •. . , , .• •, � `" _ - -. _ � _ • . - - - _ ---•-_'--- - 't-!� � 111 l ���1l , lilt" _ - . 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WI( l r nit ,►, 411 _ � ,1L J SANITARY � MANHOLE O - \ - SPRUCE \ (EXISTING) ' PO S BUILDING '0 4 STORY ELECTRIC ti MANHOLE { 9 ST / 6 VEF(EXIST(EXISTING) Jay �;�"�V_. 0,4y cO/�0 d SPRUCE O,), \ 't tit �\ tit �° •f s G+� 2p•\ FF A• fib p,• r rp 5 •t �£� RY /ti BOO`\'; O P ELECTftIC� EgS 9 SS C \\\ /0, COti(' 8 2- 10' SPRUCE 00 �♦ CrMANHOLE CO1�OWOOp £i4,�8 OTTON ,SARG O,y/N/ \ _ " 10. '0 0 00C •r j '.. tiOSC4�o �►+ .(� ODs S ` CIE IC 00 £ss•-. ' z, -•'' 5.10 �p , 2_IO SQRVCE SPR�ICE tL1rr� i �• J �` 9•sT 9(�/ ��O �" '1j ;.� •a Os, � � ,tie 5,10 (� �-✓ p� 4(O �O _ 1 i_ CgyO s r�`.+•.� , f �n 41 \�'•�I+�• ,O SPRUCE � r �•O�G+ 40i�� 1p C'q s o .►>' / TRASH %f✓ G (EXISTING) B U I L D( G 4 C% 2 STORY 3 STORY COURTS c. r - IOC ASPENS ` 'dip y00 a.�� ° • POND 'bey ` v.! 10 SPRUCE w' ^ 2•10 SPRUCE Sp41V CE _ �i - SCALE: I"= 50' � <• / GOO COURTS 10' SPRUCE-- � �i' ,. '9yos 4.TEN NI S 3_T£N COV EaEO1 ' �• - j `� leSP:zucE - COTTONLESS COTTONWOOD ' -'•�� O � _ 20 2-10*SPRUCE - 0 � �'r (EXISTING) , SANITARY SEWER (' N - _ 2-10' SPRUCE ' MA f OLE 'o • `Q g c 10ASPENS ' '-♦ ,SPRUC I 1 i G HOVSE � ` c 40 J �• `• •�zv,; Ef - k`r.= �-," Ye,. �;;� ((EXISTING), f -0 s M o_ • f. 1� -i Iq ? 0 3 N • n e Z C IA to a 1" (O'SPRUCE . Ny �•' 16 AS PENS -2-10• SPRUCE ., e k, ,osQ �k'x STORAGE 8 MAINTENANCE 4 c OOH £ •y'q 10' ASPENS Ilk 4(Q 20' COTTONLESS COTTONWOOD Co Eti O S,l0 { 20` COTTONLESS COTTONWOOD SITE PLAN SHOWING AS t. 2-10•SPRUCE hq f . CONSTRUCTED AND r- PROPOSED BUILDINGS, '10 ASPENS ' - r . of STEV E COR VAIL SO v to RACQUET CLUB DATE: Ii - 1- 76 EAGLE COUNTY , �. - - �' - l� VA1 L COLORADO REV: 2-,6-64 ' _ F • r SHEET O P . • t / t 1 x s - z t" ,. <'r v tS�Vic,; 9' .c r.'��`% t ARCH 1 T E C T 761-2222 ,; ,' 9677 SOUTH HURON STREET SHEETS ENQLEWOOD COLORA O 8014 •, w n 4 - SHEET 2 OF 2 ELEVENTH SUPPLEMENT , TO- MAP OF VAIL RACQUET CLUB CONDOMINIUMS A PART OF THE SEI/4 OF SECTION 12 , T 5 S , R 80W OF THE 6TH P. M. s �3 IN THE TOWN OF VAIL , COUNTY OF EAGLE , STATE OF COLORADO LINE BOOK 227, pAGE 320 NORTHERLY L TH IRD SUPPL EmENT q o y / TO MAP OF VA/L ''�4r y \ RACQUET CLUB \ E cENrERC�,�, CONDOM/NI MS F �O,QE. y- SECOND SUPPL EMENT 6 / FOURTH SUPPLEMENT `�,_-��� �� eU/ ���\` TO MAP OF VA/L HORTyfR�` R rO MAP EO C V I TRACT G kDING > > RACQUET CLUB ClNf e\ \� CONOOAI/N/UA/S ��� �`��, CONDOMINIUMS � PgGf 3 20 TRACI�J TRACT H j TRACT F i LNG 8 i MAP OF VA/L \ Ijj� "s�RI� SCALE. I" = 50� a w � A,CO jO O '�'O��J �\, 4 �� ''� \ TRACT E 1`� � `�,� RACQUET CLUB So 25 0 So loo ��* ,.. - �. \\ /4 ' \ �a�1/G TRACT G�� j+esn•E G 9 ? CONDOMINIUMS �\ nI .� BASIS OF BEARING: WEST LINE OF THE NW 1/4 \ �\ / �\ OF SECTION 12 SO 19 00 E (TRUE MERIDIAN) .; F/F TN SUPPLER/fNT \ 1`` �.q \ TRACT A a? / 'y.�,o . ,off ;. TO MAP Of VA IL \. \�� a, / / �dGB `4 jDfF�E� TRACT I .° RACQUET CLUB ` 9,4C, i;, LIP :\ ��� e ��� - ` (� BENCH MARKS: �� 4 y.4 rJ30 k/4,6C p0 °ze CONDOR//N/UR/S \A \ . \� �` I OF CENTERLNEI HGHWAYE SET IN TOP OF 8W END t� /� 9 S1+ � /G�GF�,. �6 �, \ ��` /O FIRST SUPPLER/ENT �� OF SE CONCRETE ABUTMENT OF CONCRETE BRIOGE d '4C / /TRACT H \ / \ 7 �\ � � �OfiF�, ,s� s' / � \GB �� rr ��\ OVER BIGHORN CREEK. STAMPED Y 280 1951 , / C'�G ��' `+j / \ p� \\ TRACT B �� r �� ELEVATION = 8460 35 �,/ y/ \� \yE` /,o \ ��3�•• 2 SQUARE "O"CUT N CONCRETE AT MOST NORTHERLY 4\COG•s f*a 7 \�`4r�`'/ +� \ \� TO MAP OF VA IL w CORNER OF COVERED TENNIS COURTS � ELEVATIONS = 8500.18 G \. \ ,y BEMCN MARK 'O" CUT /1 • C�GB ' CONIC ELEVATION • 8600 la' ` \ \\ ♦O \� MTh F ` TRACT ✓ �yF i / �\ �\ \\� C � ;; RACQUET CUB `?se• BUILDING 4 ,, �EaE° �s \i\ TRACT C NINTH SUP)R'LEMENT TO - MAP OF VA/L RACQUET <� \� / ff� ; CONDOR//N/UMS • \ CLUB CONDOMINIUMS TRACT K TRACT D `�\ \TRACT L EXISTING \\ ot TRACT L \�\\AIM I � \ CLUB B ILDING �* FOUND 2"IRON POST �\ `� 7T,�, �t / WITH ALUM CAP �\ / O A. o --- e p — \\ so NOTES \ o/ - 1. THE VARIOUS TRACTS AND SUBDIVISION PLATS IN THIS AREA ARE LAID OUT AND SURVEYED FROM A LINE RUNNING FROM THE SE CDR OF SEC 12 AND THE \ / / + .o \ 1 N37 0 43 28"E POINT SET FOR THE 1/16 COR.TO THE WEST AS SHOWN THE POINT FOR THE I I.99' II16 COR HOWEVER DOES NOT FALL ON A LINE BETWEEN THE SE COR OF GE 3201 SEC 12 AND THE WITNESS CDR TO THE SI/4 CDR OF SEC 12 ?` / pA TE O .�v�o°�; �q °a�•,s. /I` N 5 2°18�15"W BOOK ZZ1, �9, SEE No 2. ALL BEARINGS SHOWN ARE REFERRED TO TRUE MERIDIAN TO CONVERT TO THE 0 /+ o ('°,I.` •o a �s0o?E 54.22 DEED 1306 ASSUMED MERIDIAN USED IN THE KIRCH 9 UTTER DEED IN BOOK 227, PAGE 320, \ 0 •,? J�oP,J•° o,/ / SW COR. SEI/4 SEI/4 °532A.W ti 0 ti e A µ89 - - - - (AND OTHERS WHICH REFER TO THE SOUTH LINE OF SEC 12 AS BEARING F ti " y �/+• A 8� $EC.I2, T5S, R80W 6th P.M., t �A W , N89 053124"W),ROTATE BEARINGS 0°17'43'1 COUNTERCLOCKWISE '�O 4.•,0 G>� ' j+, ► °,° Aw ACT/ lY o/ TRUE PO/NT ( FOUND 1/2"IRON PIN IN CONCRETE µg9035 p °'�s�• „� j� ° r* g,�!! / OF BEG/NN/NC LABELED 2690 - SEE NOTE i ) _ „w SE COR. SECTION 12, _ L= 38.00 �° \ °' '� /•" /ems / ?� �c59 0` T5S, R80W 6th P. M., ! R= 1376 93' o ' / a / c,.�� O (FOUND 1/2"IRON PIN IN CONIC. A : 10 34'52 �e ✓ ^ �?_,y. ,4/ ��ti APPROPRIATELY MARKED E CH = S38 018'33"E / •i e / �s7� 38 001 s� oe� a ,;�� �p q. a d' cl i w r Q _ J ' i F•r H A IJ D I T 1 . MOST SOUTHERLY CORNER (SEE NOTE 1) s 0 9, BOOK 22T, PAGE 320 3�0 F ti FOUND "+" DRAWN BY: ON ROCK WITNESS CORNER CLUB BUILDING r' (FOUND "+'*ON SANDSTONE, OATS: AS DESCRIBED IN ORIGINAL, 2- 15-84 PHASE 3 G.L 0 SURVEY OF 1888, REV: s 673 20' EAST OF THE SECTION CORNER ) ° SHEET OF . c yea clavts t ARCHITECT 761-2222 2 9 • 1 5677 SOUTH HURON STREET ENGLEWOOD, COLORADO 80110 SHEETS M 21!•A•D RILL[ 14-7 • B 29-3 ' ,t�S .&j tr ' s A . s --a"" J is _ r u. s , ,. a -.. -.- XM - r -y .. .. s - , ti.a v "- . k`�4•":r "wx Y t ,i. 29718 y2o 0 PO L EQUIP EN�'�'ANV MECHANICAL ROO . I + i s 1 • v - co P LAP 0b6L - _0 r I M M T - - co r � , , _ ► O o o _ ., .tu -� SHOWER 0` '-- �' O 0 f3-6 el 'g ( I 4„ 4, 2�� �► 4 " �, 4,'.2`" a;• , ,, ►: '' ► ,► 2.4 �.. p 4 0 cv 15'-4 ;9 ` v r L 19 NAUTILUS EQUIP ENT AREA - fs>a© `S+� Ft -� t - '� �y , VII E t G f T R M' r .. S 0 TOTAL - 1924 SO FT LL co O SPA EOUIPM NT- � " ,0 0,1% ON "CUSS' I IL ` f M o _ o v 0 — _ \D o m o LAU DRY LOBB-Y v 9 ► w T S P � ��� 4 5'-o' 40 4" ti �- ► 4 4v y' 2" , • ELECTRICAL - 0 UP CORRIDOR" LOWER ,FL` FOR" �'; 7780 SO FT 'UPPER FLOOR - - 325,2' TOTAL -; Z.o32 S(.1 F`T _ CLIr16 BUILDING drawn by: Crap, PHASE 3 date- . 4 12-21'•83 VAIL RACQUET"CLUB rev: • sheet of LOWER "*L00R-'PLAN c�ct clavis �� r i - ARCHITECT (303 761-2222 ��' �, ) ` 3 , ,; S C:ALE -14, { '' 3677 south hurgn street + sheets englewood, colo. 80110 29746 - - - - - - - I � v ,y + ( e I s Q' o,. _ w -4 MEETING . ROOMS A D' 'AROBIC STUDIO , } rn 2276 SO FAT. I LA .. I 4 w � LOBBY ` , 4 cr. � I O :cr W, v � .�.t � i -StORAGE U. 0 'PRESET m 51 1-S-0 :FT Naw - 624 SO FT- - 1_ BALC.=, CLUB BUILDING drawn by: -s . ( _ M TLj -x _ -_ - �— _-_� PHASE 3 , date: VAIL RACQUET CLUB - 1 ���,,� ;�•S UP Q UPPER FLOOR ' PLAN' ,, U . rev: M ; i • sheet of S'C AL E.- 1 i 4"; '-� +�" clew cloy ., , A R C H I T E C T (303) 761-2222 , ,n 3677 south huron street �.fs ADDITION - 325'2.,.8 0 F,T l -- sheets engewood, colo. 80110 �;w —K. a L 4 , — , r ' ' . ., ' ` v _, + ,, r • r, . . , ' , ' - f ' ,, � 1,,, ! ( u + r [ �m v ' , • y +�,,3• "1 f •, r 9748 1 « KC�, 'M � ♦ _ 1 , , L ^ , t p` „ ,e o- t � � A t • D R'A Ij A E-- T TAIL - T° `♦ r I t AWN EXISTING CLUB BUILDING - d , . (5)• Co11EN�E5S GO •/JUJOOD Y - T>LL i tl c - a , f' .T,RAS r�or��r-riir� AcK ,�►.�.) oo r PARKING"AREA'{EXIS NG'� PoG°?Htosd r ` - • t4WA 500 _ oo ol IN,- - " PLOT PLAN IN rF r f __ SCALE 1," 20' 4' INJ lL—JllLJLJ I I 1 11 11 IILALJ 11 , a 1 k , . - , J r , 1 • • 1 1 , ` f ' � /` J ' ' , f • • •. _ •� � •. ♦ _ ' • . � •• r ww.' . _ - • r . •r _ r r • • , f - r J• • • '. -' • .. I . rr.' - • •'. I • •' _ • , > SOUTH ELEVATION - SCALE ,1 /4' 1 '-.0' , CLUB BUILDING drawn by: C C'6° . PHASE 3 date: t 12-�21;,—,$3 rev: VAIL RACQUET CLUE' sheet of • w A R C H I T E C T (303) 761-2222 � 5 . 3677 south huron street - englewood, colo. 80110 sheets (% 29746 LE A I F 1 r , EAST ELEVATION IL I f III it - - ` _ i It CLUB BUILDING drawn by: CCD , PHASE 3 datle2-21-83 VAIL RACQUET CLUB rev: • sheet of :. C. c�ct cicxvts NORTH ELEVATION ' A R C H I T E C T (303) 761-2222 6 9 SCALE 1 /4 � 3677 south huron street sheets englewood, colo. 80110 29746 IT S e G " r' r i r I iflAmint A MAN . MF L I I I I 1 1.1 1.1 --L-LJ J- fhew -L7 ---.j w iS�c55 r Alf SECTION LOOKING WEST s . - t r i 5 k 1 `\ 1 _ tv 0 Lh 4 t f e / Q 4 t drawn by: 0 CLUB BUILDING Cco'r PHASE 3 date- ' 12-21 -83 VAIL RACQUET" CLUB- rev: �- - �i� ciCtvm sheet of V � t � SECTION LOOKING S OUTH,' A R C H I J E C T (303) 761-2222 SCALE 1,t4` 'C "-0" 3677 south huron street sheets englewood, colo. 80110 �� _ ,ter_ ` :_ 1Y-.e � _ _____ _ _ _ _ _ _ _ r __ .. � ,. ..... _ _ �_ ., _ _ _ __._-�,., �.. _ _ _ _-- . i _ __ � _ _ _ ___.. _ _ .. .,.. _—_ _ 4_ __._ � .. -_�___... -r....-,. `„ `�• 29746 r CLU13 B N \v � \ T SE ADC�T1ON \ � paOpO C C'3 0 m s-tc�y pNE , `ACS ��M1Vc'CUTLE / �`jo{o a / YJ ,s - /7 0 / 7 ' i 0 V h �- N � d1 � V4 ? 4 L -� i LJN05STRUG ED y 6W O-r%AF_ . T!-4z�6N PR ENT CLU5 PWIL014ja 3 / FIRST FLOOR REAR (BED RM ) BALCONY t ONE STORY SECTION OF ADDITION BUILDING 13 SIGHT LINE STUDY ADDITION TO drawn by: CCD � CLUB BUILDING date l _24_84 VAIL RACQUET CLUB rev AREA SECTION 1 4�� cfcc c[av0 sheet of SCALE 1 /41f we 1 '-0 if A R C H I T E C T (303) 761-2222 & 3677 south huron street englewood, colo. 80110 sheets 29748 i b ' � r i 4 EX �g ,114G Chug B`C \ 1 D �D1TtON pROpOSE S?o�y h z !_ v - 4 ---� PJ s T iZ 1� VIEW LLp CL F�Cp6 U 0 m -�� FIRST, FLOOR REAR (BED RM) BALCONY ONE STORY SECTION OF PROPOSED ADDITION BUILDING 14 SIGHT LINE STUDY ADDITION TO drawn by: CC ) i CLUB BUILDING date: 1 -24. 8 . VAIL RACQUET CLUB- rev. EA SECTION sheet of SCALE 1 /4 a rt`—o" A R CHI T E C T (303) 761-2222 9 9 3677 south huron street sheets englewood, Colo. 80110 66895 J (D (D J (D J (o J co (o J co J (D J (o (D J Q v v Q v Q v Q v v ¢ v Q v Q v % Q C7 CD C� Cn C3 (q C7 (n co (7 Cn C7 U C3 co !A C7 `j LU � L LU :: W W W ... W W W 1 (} 0 0 (D C7 0 E Q z z Q Z Q Z Q Z z Q z Q Z Q Z z Q D D J M J D J D J J D J D : J CL a a n. (L a J a (L -' n. a J ` W W W W w Z W Z Q Q z W z Q Z Q Q Z tl W W W W W W W W w w W F- U U U F-- U F- U U F- U F- U F- U U F- } O a a O °- O a O a a O a O a O a a O a a a a a a (L a PICEA PUNGENS (6') �c �� I r ° PL J `z7�/' U PICEA PUNGENS (6') _ - - ( 4 POTENTILLA (5 GAL.) •� ��.�! POTENTILLA (5 GAL.) �ff PICEA PUNGENS (6') U PICEA PUNGENSI (6') QT 8' X 8' CLUSTER SKYLITES r PICEA PUNGENS (6 ') f . v PICEA PUNGENS (6') POTENTILLA (5 GAL.) w7 ' ,i l� POTENTILLA (5 GAL.) t, PROMENADE AREA PICEA PUNGENS v PICEA PUNGENS (6') Ll 0 I tt M " UPPER LEVEL PLAN •,`' . J SCALE 1 /4'- 1 '-0' t � D PICEA PUNGENS (6') POTENTILLA (5 GAL.) " • .r :. - _ _ pi EXISTING COURT 10 Q PICEA PUNGENS w 10 POTENTILLA (5 GAL. EA.) IV,SP-RUCE rr CD I - ( z Q UJ z EXISTING CLUB BUILDING = = •. a z 3 POTENTILLA (5 GAL. EA) _ w i — — I L-- ___ - ` x' Q ~ UJ LLJ a. z FL D ( I ( � II II ( ( I ( :`-� o , f ( � - _ U.] — ( - - - - - - - - .o __ -. -I i- L- < < - L a _ Q Q LU PICEA PUNGENS (6') I I i I I i O W , . c� 7 '- � ( ; a ' I I I ( I I I I o o � _ F- 2 POTENTILLA (5 GAL. EA.) ( ( ( I I ( I ( p NEW BRIDGE O ?" : — w 1b 0 cli ( _ , _ _ _ ._ - 4 - i PICEA PUNGENS (6 ) EXIST POOL a, f � - , -� - - . : '- *M I LANDSCAPE PLANS 0r• - 'a:. - _ 10' SPRUCE•'. TRASH .r`''�W-, .., � ,_, t - W ADDITION TO THE drawn by: CCD 0 '! VAIL RACQUET CLUB M date• 3 - 5 GAL POTENTILLA ` W 1 - 10-85 p ' 'p - I rev . EXISTING PARKING _ JD'' SPRU�� m VAIL, COLORADO _ sheet of ' 7• ; - PLOT PLAN • :_' ARC I' 7 E C T (303) 761-2222 1 1 • ,f o '' B 1 ,4 y- 3677 south huron street SCALE 1 ' — 20'-0' engl ewood , col o . 80110 sheets I t V NORTHERLY LINE BOOK -_227, PAGE 320 THIRD SUPPL EMENT qPA s / TO MAP OF VAIL 'yqr y RACQUET CLUB c�NTFRC/,�,E. A CONDOMINIUMS 0opl. 4 SECOND SUPPL EMENT �\ 1 = \ s FOURTH SUPPLEMENT -- / TO MAP OF VAIL "ORThF r TO MAP OF VAIL TRACT G ��� DANG RACQUET CLUB R(Y (�Nf eoo` RACQUET CLUB �'� ; _ CONDOMINIUMS �2� Pq�� m CONDOM/N/UMS 20 3 ' ^�CT\ TRACT H j TRACT F J TRA J� eU/ � \ /kO/NG > `` NNG 8 i MAP Of VA IL 73, � TRACT E ��/ , �,\\ RACQUET CLUB '° „��r•y C N� Fr \ss8\4., ON G CONDOMINIUMS i TRA 9 O/ _ /561 \ FIFTH SUPPLEMENT \ Lq \ TRACT A / %& \� \ TO MAP Of VAIL \�� �� TRACT I RACQUET CLUB \ '%�. �. U SCALE I 50 � 'QC a :\ � /� � `� Ns I�j� ,Qq 'V �O 2e CONDOMI!S �� \°GFl, ry O l/ // y n° \'fl'QCv�w F T\����sJ/�,y��C�Q s►Fr�/ /0\64 \60 \ ;�� 49°34 \` �\ /p IFIRST SUPPLEME NT 50 25 o so loo`q1 3 3 TRACT 3" TRACT B \Co13o3ss4g• \ 7 10�6� TO MAP OF VAIL \F \\ BENCH PARK "Cl" CUT IN \ a S4 / \\ �G/ \ CONIC ELEVATION a 8500 18'x,, ` J \ \ \\ C TRACT J ry \\ 2°: RAC UET CLUB s• , TRACT C \4 BUILDING 4 O� \ �� ; CONDOMINIUMS �\ O � \ TRACT K i >- S77 016'00"W ip- O 18.00 O, N8 o�yp 0A^\ \ Off' \` \`TRACT D N/NTH SUPPLEMENT TD /L� _ MAP OF VAIL RACQUET o 1 „ AREA - 4.009 ACRES. �/ p \ \TRACT L \ \ � \�� N � CLUB CONDOMINIUMS S48 1443 W 30.08' W N \ \TRACT L EIGHTH SUPPLEMENT TO \ Q W MAP OF VAIL RACQUET CLUB CONDOM/N/UMS FOUND 2"IRON POST /�� WITH ALUM CAP IVI V• A, ` CIV (0 Al%?0-h SE COR. SECTION 12, T5S, R80W 6TH P.M. O/ a ----_- ------ (FOUND 1/2" IRON PIN IN CONIC. co / N / / ---_--- `— ��`\ APPROPRIATELY MARKED) o g/ 0� / �P / N64 033%9,,W —-- TRACT M TENTH SUPPLEMENT TO 1614 so 7 MAP OF VAIL RACQUET - -------___—�� tij/ \ f ro CLUB CONDOM/NI UMS 0 �/ . .- / 221 PAG9lSEE NOTE 21 DEEO -6O OK 1306'S ory�j SW COR. SE I/4 SE I/4 IV CT/ N ELEVENTH SUPPLEMENT TO SEC. 12, T5S, R80W 6th P.M., `No95 41 W MAP OF VAIL RACQUET ( FOUND 1/2' IRON PIN IN CONCRETE Ng9 3 CLUB CONDOMINIUMS LABELED 2690 - SEE NOTE I ) -- O w NII/ / r / °d try ' 1 NOTES L= 63.80' / h ,� 0, �. "' ° R=1376 93' D=02 039'18" ° 1 . THE VARIOUS TRACTS AND SUBDIVISION PLATS IN THIS AREA ARE CH=S40025'38"E LAID OUT AND SURVEYED FROM A LINE RUNNING FROM THE 6380 SOUTHEAST CORNER OF SECTION 12 AND THE POINT SET FOR THE ®°0 19, �L r n' : ••. r 3:..:B ;••I:••• 1/16 CORNER TO THE WEST AS SHOWN. THE POINT FOR THE 1 /16 �p 'JO �,°o° I""�" !.i ''� �►'I1`:k!. i TRUE PO/N CORNER HOWEVER DOES NOT FALL ON A LINE BETWEEN THE T MOST SOUTHERLY CORNER OF B EG/NN/NG ' A'��y 6� s' �r• '�1�I �'•�'`� SOUTHEAST CORNER OF SECTION 12 AND THE WITNESS CORNER TO L=3800' qcF 9 BOOK 227, PAGE 320 ( SEE NOTE 1 ) THE S1 /4 CORNER OF SECTION 12. R=137693' 32oF FOUND 6=01034'52 2. BEARINGS ARE REFERREb TO THE WEST LINE OF THE NW1/4 OF CH=N38 018'33"W ON ROCK WITNESS CORNER MAP OF A TRACT OF LAND LOCATED 3800' (FOUND "+" ON SANDSTONE SECTION 12 AS BEARING S00 019'00"E (TRUE MERIDIAN) . TO , AS DESCRIBED IN ORIGINAL, IN THE SE I/4 OF SECTION 12, T5S, CONVERT TO THE ASSUMED MERIDIAN USED IN THE KIRCH AND G L 0 SURVEY OF 1888, UTTER DEED IN BOOK 227, PAGE 320, (AND OTHERS WHICH REFER 673 20' EAST OF THE R80W OF THE 6TH P. M. ? TOWN TO THE SOUTH LINE OF SECTION 12 AS BEARING N89 053'24"W) , SECTION CORNER ) ROTATE BEARINGS 0 017 '43" COUNTERCLOCKWISE. OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO. FOR = VAIL RACQUET CLUB CONDOMINIUMS I;rA((OkDVACfV1I1H (R, 11RU12' 1 NOTI(I \l CORDIA( 1G (OI ORADO l VN NO( \11 ST COMMEND ANN Lt(,Al AC I ION d\l FD \\t DLII( I IN 11111, til k\L1 NIrm\ SI\ NEARS AflfR WE fIRSf DIKO,,FR S1(11 DL 11< I IA VU L A f%I \]\N \Nl `C IIUA BA`f D L PI)h AN} DLl I Cl IN I HIS S( R\E\ BE CO I \If (LD MORE iH VA TI A )I \Rl, 1 ROM IHI D\TL Of THL(I RJll I(AII(IN SHOAL HE RION' J DREXEL, BARRELL & CO. EN()I^EERS — SUR\f_lOR> -ln 1�fll ,IRI I I BOL I DFR COI GRADO 80101 (10+)14'_471" Reki�iom— Date Date Draµn 13� Job No 3/9/84 P E S 3733- 17 Seal( C he(Iked I3\ Drawing No 1"= 50' W W ^ . / � * ' ' ^ .- ` ` � ` - ^ � ' ' , � . � ' / ' , ^ | ! ' - ' , / co 12 12 '04 Town of Vail Com f14 �1 tA Development uild Health Fire Plan 0 13 D Validity of Permit ItY T�­� I Mance of granting of a permit or approval of plans and Yai`Tications shall not be construed to be a permit for, or an of any of the provisions of this code ,Lvai of, any violation tion.,The issuance of La leJ specifications and other data shall i",it based upon plans, ss�ont the building official frjm thereafter requiring th$ ccv�,on ut errors in said plans, specifications and otiter U Xx F b. to AA 0 fc Jt AA all fn AA I IN CO 7 co SIN V vtt drawn by: co -ADDITION TO THE STEVE CORSO date VAIL RACQUET CLUB 4-8—W A rev: VAIL, COLORADO 0 sheet of FOUNDATIOU PLAN' I tol - TA4 3677 south huron street englewood, colo. 80110 sheets *4 A 88895 n E-c, T S L 8" � 4'-a"oc. �, 8t '/2' rba-lEso�•rs ►, a" gu ELE, IOF"- o'' @ 9- - ELF-. = y In� `-8,. � T w T {{ e A T�B (. , I l' ` (2�*1 , 55 Tod' = e 1• 1 i ' a � I o Q• I P�� �, I/.. I GZ, ~ I d QEI NF. 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IN HEALTH CLUB LOOKING EAST f_ A R C H I T E C T (303) 761-2222 e i 2 FOUNDATION DETAILS 1_on englewood`, colon street 80110 SCALE 1 /2 1 sheets 86895 GENERAL NOTES GENERAL REQUIREMENTS & DESIGN CRITERIA GENERAL NOTES: - Structural Engineer: MICHAEL VANEK CONSULTANTS, INC. Phone: (303)795-2701 - The Contractor shall inform the Structural Engineer of note at least 24 hours prior to pouring any structural concrete. - In case of disagreement between the drawings and specifications or within either document itself, the better quality or greater quantity shall be used unless a written clarification is issued. - The Contractor shall make note of disagreement of building dimensions and elevations and shall obtain corrections prior to proceeding with excavation and foundations. - The Contractor shall verify all field dimensions and noted assumptions . All deviations shall be coordinated with the Engineer of note prior to proceeding with the corresponding phase of construction. DESIGN CODE: Uniform Building Code WOOD DESIGN CRITERIA: STRUCTURAL STEEL - - -- - Roof Live Load: ----------------------------------------------- 0 psf REFERENCES: (Latest Edition) - Storage Live Load --------------------------------------------- It 5 P sf - _ - AITC Timber Construction Manual and Standards - Public Areas -------------------------------------------""----- 100 psf - National Design Specification for Wood Construction - Office Live Load ---------------------------------------------- 50 psf REFERENCES: SPECIFICATIONS. Structural lumber shall be Douglas Fir-Larch _ Wind ismic ______________________________________________________" 35 P1 - AISC Specifications with supplements. - Zone 1 -------------------------------------------------------- AISC Steel Design Manual . • - Studs: 4"x4" & smaller Construction -------------------------------- Fb = 1050 psi DESIGN STRESSES: - Structural Joists & planks : 2" to 4" thick, 5" or wider #2 or better Single member ---------- Fb = 1250 psi "-""-'"- P Repetitive member ------ Fb = 1450 psi - All shapes, plates, bars (ASTM A36) - ---_______--- Fy = 3 000 Psi - Steel Pipe and Structural Tube Columns (ASTM A501 ) -------------- Fy = 36000 psi - Posts & Timbers: 5"x5" & larger #1 or better -------------------------------- Fb = 1200 psi STEEL NOTES: - Beams & Stringers: 5"x7" thicker #1 or better -------------------------------- Fb = 1350 psi - All beam connections shall be designed for a reaction e - Structural glued laminated timber: all sizes qua] to one-half the allowable uniform load for that span as shown Combination 24F ----------------------------- Fb = 2400 psi SOIL and FOUNDATIONS shown in Chapter 2 of the AISC Steel Design Manual , unless otherwise noted. FRAMING NOTES: - Temporary erection bolts, clips or hangers shall be furnished as required by the REFERENCES: erector. - All nailing shall be in conformance with the UBC Nailing Schedule 25 Q - Welded joints and connections shall be made with full penetration welds or maximum - Provide metal framing anchors or joist hangers where joists frame into - Soil and Foundation Report: Kai Zeff & Associates the sides of supporting members. Report No. 11417 Date: March T4, 1973 size fillet welds using E70xx Electrodes. All welds shall be made in accordance J - Provide solid blocking and bridging as required by UBC 2506 (g) and 2517 - It shall be the Contractor's responsibility to review the Soil and Foundation with current standards of the American Welding Society and performed by welders Report in its entirety prior to proceeding with the site excavation. A copy qualified by AWS Standards. (d)3. This will normally consist of solid blocking at each support with P y P P 9 - Angles, straps , bent plates, etc. as re uired for su ortin curtain walls frames ,_ of the report may be seen at the Engineer's office. P P q pp g bridging, when required, at � 0 maximum spacing. y g g etc. , shall be furnished by structural steel supplier. See Architectural details - All framing lumber shall be kiln dried with a maximum moisture content DESIGN CRITERIA: q for slotted holes as required and special conditions not necessarily shown on the not to exceed 19%. Each shall bear a grade mark of the grading association and shall also be stamped "dry". - Allowable Soil Bearing --------------- --'-----'--"""""-- Fp = 3000 psf Structural Drawings. - All openings thru the floor or roof decks shall be framed with 4"x4"xl/4" angles, . - Plates & sills on concrete shall be set on a vapor barrier with 1/2" FOUNDATION NOTES- unless otherwise noted. diameter x 0' -10,, A.B. @ 6'-0 o.c. maximum, unless noted. - See UBC Sections 2516 (c) and 2907(e) . - Foundation design has been based on the recommendations outlined in the above - Verify all opening sizes and locations shown on the Structural Drawings with responsible trade. mentioned report. GLU-LAM: - All exterior footings shall bear at an elevation below frost depth. (Minimum STEEL JOISTS- All glu-lam beams, columns, decking, etc. shall be manufactured using of 4'-0 below finished grade) . exterior glue and shall be sealed and bundle wrapped. (Appearance Grade - Footings shall bear on approved undisturbed natural soil or structural fill per Architect.) soils, compacted to the specifications outlined in the soil report and approved - All steel joists and bridging shall be designed and erected according to the Steel • Joist Institute Standard Specifications. by the Soil Engineer. WOOD TRUSSES: - Footings are centered under walls and/or columns, unless noted. - Erect foists so panel openings are in the same relative location with respect to All walls retaining earth shall be properly shored or all supporting elements adjacent joist. - Where diagonal bridging is required and interferes with mechanical ductwork, use - Roof trusses shall be factory manufactured to the dimensions shown on the drawings. shall be in place prior to placing backfill . horizontal bridging in those bays only. The foist erector shall verify mechanical - Shop Drawings and Calculations for truss design shall be submitted to the Structural requirements prior to installation of bridging. Engineer for review prior to fabrication. - Trusses shall be designed & stamped by a Colorado Registered Professional Engineer, - Joists shall bear 2 1/2" minimum on steel and �!" minimum on masonry. Weld support all dead loads, and live loads as noted. - eld all joists to beams and cast in bearing plates with a minimum 2"xl/4" fillet weld - Trusses and truss plates shall be designed and fabricated in accordance with the - Anchor end joists to wall at each line of bridging. Recommended Design Practice of the Trus Plate Institute TPI-78, The Uniform Building Code and Uniform Building Code Standards. SHOP DRAWINGS TRUS JOIST: - Provide shop drawings for all steel members , frame , joists , girders , etc. , - Floor trusses, series and size as shown on the drawings, shall be factory manufact- (;ChCRETE and REIhFOR CING showing erection procedures, connections , bracing and bridging when and 46 ured by Trus Joist Corporation or an approved equal . where required. Provide calculations for review by the Structural Enqineer. - Trus Joist shall furnish all accessories required for trusses , except bridging when requested, may be furnished by the Contractor (Must equal TJ requirements for bridging) . REFERENCES: (LATEST EDITION) - ACI 318, Building Code Requirements for Reinforced Concrete - ACI 301 , Specification for Structural Concrete for Buildings - ACI 302, Recommended Practice for qoncrete Floor and Slab Construction - ACI Design Handbook DESIGN STRESSES: - Concrete (28 day strength) ------------------------------ fc' = 3000 PSI - Reinforcing Steel : #4 and smaller (ASTM A615, Grade 40)- Fy = 40000 PSI #5 and larger (ASTM A615, Grade 60)-- Fy = 60000 PSI All beam stirrups, column ties , and bars to be welded (Grade 40)--------- Fy = 40000 PSI - Structural Steel : Plates, Bars, and Rods (ASTM A36)---- Fy = 36000 PSI Anchor Bolts (ASTM A307)----- Fv = 10000 PSI -. CONCRETE NOTES: - Concrete has been designed and shall be constructed in conformance with the American Concrete Institute Standards listed above. - Provide Isolation Joints, Control Joints, and Construction Joints in all slabs on grade as described in ACI 302 (C.J. @ 20'-0 O.C. each way, max.) . - Provide cover for reinforcing as specified in ACI 318, Section 7.7. 1 . - Provide minimum splice lengths as follows (Class B) : #3 to #5, use 20"; #6, use 25"; #7, use 36"; #8, use 45". (Ref. ACI 318, Section 12. 15) - Bars shall be spliced between supports for top bars and over supports for bottom bars. - Make horizontal bars continuous around corners or provide corner bars. - All slab and/or wall openings shall be reinforced with additional #5 bars extending 2'-0 beyond the edge of the opening. 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SECTION C SCALE 3/8"-1 '-0° drawn by: (2 ADDITION TO THE STEVE CORSO _ VAIL RACQUET CLUB 4-8-86 i ' VAIL, COLORADO rev : ' C� �a.Vts sheet of , A R C H I T E C T (303) 761-2222 12 12 street englewood�, colon s sheets 80110 Y ' unoys . uF Fl 12 ci, 6\N/ ilvim ING POOL if FD ^ , `�- '- � � � | � � | / � / ' | ' | ' | / / | � | ~ i '/` — --' � i cl ! i _- ' � ' | . � 4v Y41r 4' YJ I | / | ' ' � De t,F 1 ,4- - Hi . � ri4.Xc,*X up VAL >1 PAI KOK oe VAIL RACQUET CLUB, drawn by: date: 5-14-35 'PHASE 3 LOWER FLOOR PLAN, P L U MBI Nu- 0 sheet of SCALE; 1 /4'0 A R C H I T E C T (303) 761-2222 1 - 6 3677 south huron street englewood, colo. 80110 sheets � ` � - � ' - ' - ' »*000 ` ' IV 0111- If Mc-sTING ROOM IS Ff M5cKA,-M )CAL. drawn by: VAIL RACQUET CLUB UPPER FLOOR PLAN PLUMBING 0 sheet of 3677 south huron street 86895 1 \ a J c°NT. c 4 piP,c,.FLa3� pL � UPPEP, FLo°i; . 6 \ f vA tva IN, 2v MCI- L0-JD RIM I. Or Ff 11US I 5N_i Z , + 4 2'J I (' 5N 1 wco � �p 1 VAL\/G �''' Fc v i.I 2 Pfnta c�uj a �w 1naK 1-1 ! \ N F"C7 fev , _{ ti a /2. 2� 2rV i ________ `" ' l # - �j t � . "� �;�• �p� i�E prIP���Me�iK FlDcEl��tp C AgToro o tJ �N�a�� 1r< �LaN 01. Ptt ♦R wtg46/ INp oaL ial! mcm Zr 2 — — r=- �wq c-{ p w� -s y eUO+ , � , HOT & COLD WATER O G ii - tisdiNFwtf4 BY otN zS L r P Ove FLow , WrG, -i SOIL, WASTE & VENT_ p fboL MAIN Df 11tt j .*` Is m6R 1 PoL pL1F'1F tl \ 4 V \ • err _I MIW-d+,A6eV Fr FLo017 AIM ell Le\l oF FjkjcjAxw�, r y°• 3 �N�t�Ai*.�r:az�E� e v ►yZ CoNT ON PLVca. Flom PF. w 2Fia- L_2 31& 061 Ow/ FLOo1 �'' �,.,�,j i 2' coil, oN pLl3G. 1 2 POac. WAr A HST 1 L 4dM L 1 FLAW+ '�jr ;, � w 0 4 U.I SOIL, WASTE & VENT HOT & COLD WATER we-I a cool:au pLl5ti.FL. P',Aw °•-'� t <L t J �;!' �• Ali H ICI It AS pa4s10,-'E UmV6R Coam r,5 K° 1.5E TYfE\Lr'Copp6K WITR 95-5 5oLMA JawTS , + CON T, 014 PLE4. FL46f\rLAM co A6CLA supFjl-Y l2ETEIKW �J �� uffE� F Lo° u�p f, Ft4A r 2 E oat BALL \l(-tjft DEI :.!6s I D I fIC D WASTE & , VENT HOT & COLD WATER CPS--K VALVC5 C, L1P1os.1(TI }✓ w5aiL.Il ALL pol AND pONF,51 IC KSCLAIM �± WAT6K PIFe WITFJ C '-NICK 006KGLA� r,FE 05O(.ATIOW \41 H ALL fuspol _1AcKf PLUMBING - ISOMETRICS NO SCALE MEAT RECLAIM (DOMESTIC & POOL WATER) PIPING SCHEMATIC drawn - NO SCALE VA,IL RACOUET CLUB by• �''- F,Y7l1$F3ttt� PHASE 3 date VAIL, COLORADO rev: sheet of CIC41vts A RC H I T EC T (303) 761-2222 M-' 3 [J 3677 south huron street englewood, colo. 80110 sheets 'Mix. It it W T_51 V-1 LAN T-5 K AN .-L-S rz, L L T L I G A k L 1 C7 R lli� 12 tl _7 t it fi ffim-fiN W OALAociNp, t2AMrgR rTFICA p 9 CT i G P160 F T '24x lz i ROOF '6TXUcTaRS NAM Rc,- TgAms, ur T6 R',A.C 1 5 fW1146i 4 a x-,z mi, TeApj:;, up -ro t4x& W-5MTiva ISOLAT61z'S To JZ.A OPEM IN ck -AC-1 99MOTE rAmi;L 10 Tx 16 Dw, rjZAW,5,, ., x le _10TYfe"O.FLUE LIFT1490 POCf-1-flN.;;-O Aaovt:. AIR WTAK�� 1�'x Ili COM5• AlK LOUVO-fZ, (otje Hi,:;tH ONE Lovj ',- 6X6W-1 18 2 it, 6TO-RAG F. 24x-5,6 5 RVI CE� C VN. ) *KU,90OF I RAIM "At" ooF jNTAj<,g_ /�'R Louvr-A. Z N v X i.G. Cq&WITY ROOF AIR INTAKE drawn by: AirzF_T-r6 7 Fe 4) ANGLE MOM PLAINPq C12"AIGH) 6�J-V'O'�W!5 U P TO�O JZOOF 'W7 F LU r,CAF 6 c;4Am i CA L - VAIL RACQUET CLUB date: M (WiNt, S'-O-A'60\(9: AlF',jI4TAKF_) PHASE 3 -5-14--85 26K is W rev: VAIL, 60LORADO 0 sheet of UPPER FLOOR PLAN HN . A . C . ✓ L� cQu. ctc:.vcs Lit 124 4+P T =,5-7� A R C HI T E C T (303) 761-2222 M 5 6 SCALE: 1 /4 l '-Off 3677 south huron street englewood, colo. 80110 sheets sews PLUMBING FIXTURE SCHEDULE MECHANICAL GENERAL NOTES: ru.�r��ACTun,1:+� V9CCr,�t2 r tow, �>i�� tt,��g�°.rA{ ���'v�� co,t�t•�tz� C.,AK�te�.ot'. At9 FLu�I VALVEr �6-PtA l,K°:- TA6i Ntor� L Nu?d ` � c.w. }1.W. vv V. L►ppo,5j 1. All work shall be installed per governing codes Utility Company. 14. Refer, to the contract documents in its entirety. A Applicable ;',�'nrr�. T r j - " ' p 9 9 y Y Y• pp WC-i KooL1;t, K- oor,r� � { -H1Gri CAIlik, Y' 4 KfE'rKAL. k-716' D !5VPP `t K-4'/ -:tG 5 �", K-4-' 5- iAw C; ASR, LOCK,c:HIN�� Laa� Moist`± _ _ requirements and all ether requirement of Local and State portions of bidding requirements,�generaI conditions „F F T -.._.-ti ._ -- - ------- - authorities having jurisdiction. Obtain and pay for all permits Division i sections, other specification sections and Chef this + - 1nla<>t ~ and fees. complete set of contract drawings shall govern the work o h U-4 Kvfl��t K-493o t }luNrn Uf_171AL :,, o G►�tt,A drawing and are not necessarily repeated ,or cross-referenced ���, ,r�IMt�;cr �r 4 + Y I/ t ► -f is,DftLap K=�2��� C`ovr+ �RYa �oxt� ONtNA �i / iri i,� K-9&--o K-�4ve1.--�" K-�7�� D�A�t.i, • 2. Sanitary, drain under building shall be service weight hub and herein. ' spigot cast iron soil pipe with Tyler "Tyseal" joints or equal . '° ""' +f�, 1/ �r>t � t,„ Jose A h When approved by local building department, schedule 40 plastic 15. Unless otherwise indicated, all motors and controls shall be furnished, L.-2 KOHLgm K-2o3Z wAtL NuN� epode) G1.111,4A !� /i try ,✓ IZ�2ti K- ? K'-74 4- i drainge pipe may be used at contractor's option. set i place ad wired in accordance with the following schedule, -.-..- -..� .--• - - --� - --- --- --- ----�--°-�- °�� - �'°° "�"'-� 3. Above ground waste and "vent piping shall be schedule 40 galvanized (MD is Mechanical Division - ED is Electrical Division,) S_1 �•r,•ItA7 LK-x•--19 couwll`efzZ or ..-« es K, j . TEL ,Y itiH i��. K-9o0o rLKAT LK-voo �LKA'T'ELK-3G�5Tt-'.AWSA, KoNLEP,, K-•76o steel pipe with cast iron drainage fitting, OWV copper, or no-hub ,SET IN PLACE WIRE AND �, cast iron pipe and fittings.,' When approved by local buildng FURNISHED OR MOUNTED CONECTED Fi7-t J•P,,SM1tri 2-01Q-A r-Loott DrAiN pp 42: C, I. &OVY -- - SEE FLAN C, 4. ('tr 5 VIA. ��I-tSN�V ��oNZ s�t� +� K . department, DWV plastic waste and vent pipe and fittings may be ITEM UNDER UNDER UNDER. u pLiSNEp -, f;-0"ZE Lur' used, at contractor's option. -' �c,0 J1�..1>ttin rlo�b-� FLw+, cLa,&�ouT ;3� � -- - pL.AtA �• t� P � T4� � p �. Equipment Motors and Thermal 4. All above ground hot and cold water pipe shall be type "L" hard Overloads MD MD ED 1 1n --- -- - 5 °4 " 'i d�T p L MF I. f;ZC,LA6T .r! v .. 31;x 6. � .j-ZO f2 Y2 drawn copper tube with wrought or forged copper fittings and 95-5 - -- -� tin-antimony `solder. All hot and cold water piping shall be Motor Controllers, magnetic oaf_ " " t3` i�lA. 1410, 8{,. RP,,O tz� -F1�-� _ L�.�M1T1� 231a P ptA K i>Ri�iN1 - 2 _ ;C,3,-i3vDr - -�� P�.1tr.! - =c�i. � , insulated with 1" thick fiberglass pipe insulation having all starters MD ED(1) ED 1 purpose jacket. Cold water pipes exposed in unfinished areas need - _ ___ K �r - -�---- dfxt2Af�1CK�i. t%Ka�=G +4t�G6i? GKA'r6. not be insulated.. Disconnect switches, fused or _ .Fp'3 �R.SM+tM �i �d wNt • Fp ► 3 k �A "� M unfused, H.R. rated switches paoLeauj Meri'I'KPOM v 9 �x11k..' N �►uYpLi 1_-INGc-9 GKZAia , IlZvra �t�]H5Nj 5. Gas piping shall be schedule 40 black steel with Screwed joints and thermal overload switches and p"Q' �R. st�tiTN 2��3-1t1�t F�4� PAA1 +. �° K PUc,4KE5i fittigs•. All underground gas pipe shall be wrapped per Utility fuses, manual operating °-~----�-- ---°----- ----� - '°"""`"" "'- Company requirements`. switches ED(1) ED(1) ED Fs-i JR,5MIrNa314o-17 F'LooK =11JK /L� c IROW - - v1 - W7 DOME 5rPAtWF,K, /�{ GiRATC Now 6. Isolate, dissimilar metal pipes with dielectric union or coupling. Thermostats, firestats, con- Use copper or brass hangers on bare copper pipes. control relays, motor valves, damper mptors, solenoid valves, 7. Testing: Make all tests on Soil , Waste, Water and Gas piping to EP and PE switches and inter- the approval of all authorities having jurisdiction. locks MD MD(2) MD(2) 11A-TER HEA i E SCMEDULE - 8., , Flash and' seal all building penetrations water tight. Contactors, control circuit . _ ` outlets for control panels ED ED ED ,rte la TAWK 'TAu1C 1 i� GAS , >,JA E9 CONW, RAT ANoGC- - f�MEr: + , M,ANUF T R- � 7 tgeH W t ReeovER�' FLUE p F I�GMArZt`.S P.a t �t:F 9. Exhaust system ductwork shall be galvanized sheet metal . Ductwork °- Aft mop UuMC61� LStT- uNt�'�' 04,L. l� 1zt51r p1A; z .' C,+nl• N,W, p+ >�l"ER � � �• _-__ __�_�___� _ ._w ._ _� _m_ _ ____. --- -- -- shall be constructed in accordance with SMACNA "Low Velocity Duct Fire protection controls, $TA �� � jno _ G _ 4aa 38C►. ' a - t' " 4V '-'fGs, YES ` Yom - NoN--E acr1tIc. coNrpoL5ys1'6m, EQr:R'r �'u�-0Fr-. -Y6ar� LrMrict� WARJ�A 7( Standards%, fire and smoke detectors t T including relays, etc. ED ED ED 10. All heating ventilating and air conditioning supply and return - ductwork shall be galvanized sheet metal with 1" thick fiberglass (1) If furnished as part of factory wired equipment, wiring and duct liner insulation or fiberglass ductboard constructed per connections only by ED. SMACNA low velocity duct standards.(,599Atsa N0re NO. (2) If float switches, line thermostats, P.E. switches, time swatches, 11., Balance all air system to plus or minus 10% of the design CFM's. etc., carry the FULL LOAD CURRENT•to any motor, they shall be furnished by the Mechanical Division, but shall be set in place ad connected 12. Guarantee: All servicing of equipment during the first year's under the Electrical Division, except that where such items are an warran y period is the responsibility of the Contractor. All integral part of the mechanical equipmet, or directly attached to lubrication, -changing of`filters and normal maintenance shall be ducts, piping, etc., they shall be set in place under the Mechanical ' N S C HED E the Owner's-responsibility. Divison and connected by the Electrical Division. If they do not carry the FULL LOAD CURRENT to any motor, they shall be furnished, MA 14 FAC EP, i ,AKA-A SEKVCp CFM L S.L'4r- Hp Of` Rpm -Fbweg5 rY bf �N6� �NE��,IZCI� t3Y R�MArL�'�. 13. Field verify site utility interface point locations and invert set in place and wired under the Mechanical Division. -T' t�urtt3R b?OdE(- +" W.C. elevations prior to starting any interior plumbing work. Report - _ - - _ ., __ _ -_ ,.__ _ _ - .__ - i _ <.� LQwe1�. pWoK MEND .. � � .rl•g.vA����. - � tt any discrepancies and required changes to the Architect and obtain 16. Supply return ducts fior pool dehumidiffcai:ion unit shall be sheet'metai - - coaK4 +n1!+1,L1r�c •1 ,� 41�- *2 yr� ltav ItV/r/ �5.t , Wr;t 1�IA�cNrtact WALL p his-approval roval before proceeding with the work. with 1" thick external fiberglass insulation having all purpose jacket. 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