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HomeMy WebLinkAboutWest Day Subdivision Lot 3 Tunnel (2) 22 ■z rz GR4D GRID 25 0 'I7 ]5 I ]5 ]5 C I /4 7 , /4 7 1 /4 7 1 1 ]5 23 1 N 514 GROUT NT & LIFTING STRAND 514 GROUT NT 514 ROUT JOINT LIFTING PL %x5x0145 /4 7 r 7 5 W . » » UT J01 J01 & LIFTING STRAND " G & LI STRAND /4 PL %x5x0 -5 r IN SOLID FULL HEIGHT PL %x5x0 -5 + IN SOLID FULL HEIGHT PL %x5x0 -5 ' IN SOLID FULL HEIGHT 101 ' GROUT JOINT & L1F�1NG STRAND 1 a 15 1» 1» IT BEAM 15 - " R BEAM 15 in » IT BEAM It hx7x2'-2" IN SOLID FULL HEIGHT 514 » GROUT JOINT & LIFTING STRAND Q ,, 15 - - PL %x5x0 -5 - - IN SOLID FULL HEIGHT c 2 W/ (3) 15x5'-1" BENT IT BEAM j ill & {3) #5x2'-7 BENT IT BEAM � If It 101 0 V-00 BEAMS .� 101 0 V-0"-BEAMS 15 It' 101 0 2'-O" BEAMS r ' El E� '/2x7x2 -2 r It hx7x2 -2 IE 'hx7x2'-2" W/ (3) #5x5'-1" BENT , W/ (3) #5x5'-1" BENT ° ° - Q1- W/ (3) #5x5'-1" BENT ° w w & (3) #5x2'-7 BENT o & (3) #5x2'-7 BENT o 102 I Q , W _� & (3) #5x2'-7 BENT Q c; .� 102 0 2'-4" BEAMS ° c3 `Z =� r r `' - ^�W "'KV . n r ^�W r—Ky �02 0 2,-4 BEAMS N " " N 'hX7x2'-2" „ a0 ,Q `~ 102 0 2'-4" BEAMS "' EE 'hx7x2 -2 It 1/2x7x2 -2 = �; W/ (3) #5x5'-9" BENT fE 'hx7x2'-2" I W/ (3) #5x5'-9" BENT W/ (3) #5x5'-9" BENT ' & (3) #5x2'-7 BENT q 1 1■ �v > W/ (3) #5x5'-9" BENT & (3) #5x2'-7 BENT & (3) #5x2'-7 BENT ' "' ti & (3) #5x2'-7 BENT 509 J 23 2 °' 509 . w I - , w I ,i» SEE PLAN VIEW DETAILS hX6X1 —S � • I 1 " FOR BEARING PLATES I 5O9" s I _ _ hx6x1 -6 F COTTON DUCK PAD IN BEAMS W/ SKEWED ENDS /zx6x1 -6 1 1 OR BEARING PLATES COTTON DUCK PAD 509 r - COTTON DUCK PAD I IN BEAMS w/ SKEWED ENDS I " 1 " , „ 101 v » hx6x1 -6 102 IE /2x7x2 -2 COTTON DUCK PAD EE hx7x2'-2" 509 ' 1E '-1" 110 SHESTER 110 (3) #5x5 BENT COLUMN 7■ 7„ 113 COLUMN 7 7" PL hx 14x 1'-8" PILASTER PL /2x 14x 1'-8" W/ (3) #5x5'-9" BENT '/2x6x 1'-6A / SEE BELOW PL hx6hxl'--8" SEE BELOW „ SEE BELOW 7' 7" r ,. & (3) #5x2 -7 BENT FOR SKEW W/ (4) #4x l'-8" COLUMN 7 7 & (2) #5x2 -7 BENT COTTON DUCK PAD FOR SKEW W/ (8) #4x1 -6 FOR SKEW W/ (8) #4x1 -6 � � SEE BELOW 7- I 7' 113 FOR SKEW COLUMN PL 'hx6'/2Xl'-8" ■ 7w 113 SEE OR SKEW - ■ W/ (4) #4x1'-8" I PL x6' x 1'-8" 7 _ 7w 7" _ _ 1'72 1 �2" � SKEW i SKEW WI 4) #4x l'-8" ° SKEW 11 '�N SKEW SKEW --tR '10OY SEW K v� "1pO V) S N SHEARWaI.I COLUMN a COLUMN —� t COLUMN PILASTER — cYn r ('31 32 33 34 35 � S3 13 S3 S3 S3 No.REV. DATE CHKD. BY DATE No. REV. DATE CHKD. BY DATE No. REV. DATE CHKD. BY DATE No-REV. DATE CHKD. 8Y DATE No.REV. DATE CHKD. BY DATE 27 31 26 1i4 7 5 '�4 7 28.9 'i4 7 j 5 30 - 1 1 1 '/4 ✓ 7 J 5 % 7 � 5 r 514 1514-, � 1 1 1 „ GROUT JOINT & LIFTING STRAND , GROUT JOINT & LIFTING STRAND 514 - GROUT JOINT & LIFTING STRAND PL %x5x0 -5 ■1 ■ IN SOLID FULL HEIGHT PL %x5x0 -5 " IN SOLID FULL HEIGHT PL 3/8x5x0 -5 Z"1 - IN SOLID FULL HEIGHT 514 GROUT JOINT & LIFTING STRAND 514 GROUT JOINT & LIFTING STRAND 4 i 8 PL %x5xO'-5q • 4 '- - -; 7- IN SOLID FULL HEIGHT IT BEAM IT BEAM IT BEAM � IN SOLID FULL HEIGHT PL �x5x0 5 15 i 5y---NN 15 IT BEAM Fr BEAM 15 15 u 102 — z IL hx7x2'-2" 101 101 1 - IE 'hx7x2'-2" E hx7x2'-2" 123 102 101 I 101 W/ (3) #5x5 -9 BENT & (3) #5x2'-7 BENT o W/ (3) #5x5'-I" BENT W/ (3) #5x5'-l- BENT 'hx7x2'-2» , � 102 " >� '/zx7x2'-2" R 'hx7x2'-2" " o � . o � � /zx7x2 -2 fE 'hx7x2 -2 .N & (3) #5x2'-7 BENT N - & (3) #5x2'-7 BENT W/ (3) #5x5 71 BENT r r W/ (3) #5x5'-9" BENT W/ {3) #5x5'-1" BENT W/ (3) #5x5'-1 r BENT » w » & (3) #5x2' BENT N w cV W/ (3) #5x5'-g" BENT & (3) #5X2'-7 BENT o & (3) #5x2'-7 BENT ° & (3) #5x2'-7 BENT �..� & (3) #5x2'-7 BENT a 1 CV Am » w � 509 1 , w 509 1 ■ I 509* ,iw 1i" '/2x6xl'-6" '/2X6x1'-6" 1 1 , " 1 ■ 113 I 509» /x6x1 -6 I P '_ " ' x6x1 -6 2 P COTTON DUCK PAD COTTON DUCK AD _ � PL hx6/xx1 8 P COTTON DUCK AD W/ (4) #4x1' 8" COTTON DUCK AD COLUMN COLUMN 1 COLUMN w " SHEARWALL 1 SEE BELOW I 4R S!E(EW 7" 7' PL3/x6%x1'-$» SEE SKEW 7 7 PL3�x6' x1'-8" SEE BELOW ' „ COLUMN � r 113 I » FOR SKEW 7„ 7" PIL 3hx6' x1'-8" W/ (4) 14x1'-8r W/ (4) 74x1'-8» FOR SKEW 7 7 509 SEE BELOW 7 7 PL hx6hxl T8 » W/ (4) 14x 1'-8- r 'hx6x 1'-6" FOR SKEW W/ (4) #4x 1 -8 » » " 7j" COTTON DUCK PAD SKEW I SKEWcD' SKEW SKEW ' SKEW I SKEW O N SKEW SKEW A2' ld ej SKEW SKEW U I •=hr� �I � � .= I COLUMN �aoN '-'°°� COLUMN r I N - COLUMN COLUMN I PILASTER I � 36 37 38 39 40 S3 S3 S3 S3 S3 Na,REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE No.REV. DATE CHKD, BY DATE No. REV. DATE CHKD. BY DATE ERECTION NOTE DRY-PACK GROUT UNDER PLANK BRNG ON NOTCHED o LEDGES & FEATHER GROUT TOP OF BEAM TO MATCH 3. 1 \ PLANK. GRID '�4 7 15 r '�4 7 5 34 Q RECESS SHALL hx7x2 2 » 102 514 GROUT JOINT & LIFTING STRAND 4 � �_ w 514 JOINT & LIFTING STRAND ,� PL )ex5x0'-5" i■ - IN SOLID FULL HEIGHT BEAM RUN PARALLEL TO VII/ (3)I #5x5'-9" BENT PLx5x0 -5 „F IN SOLID FULL HEIGHT IT BEAM IT BEAM SKEWED ENE} OF & (3) #5x2'-7 BENT 5'- w T.O. i � 0 I 15 IT BEAM 6 BEAM & LEDGE NOTCHES IT B� H U a '� W � \ 101 117 I 101 0 2'-0" BEAMS W/t/z 3 x2'Sx5'-1" BENT P_ hx7x2'-2 , » i,-0' " r I 'o o N E '/zx7x2'-2' c # . W/ (3) #5x4 -3 BENT r Q W 3 5x5'-1" BENT & (3) #5x2 -7 BENT & (3) #5x2'-7 BENT RECESS W N w z R 15 a o = - " &(3))#5x2'-7 BENT V 41 = ACV " N Z r N C V N "IGV� 102 0 2'-4" BEAMS r r g� ' ' 11" 1� `L = C3 Lv R /2x7x2 -2 _ q w W/ (3) #5x5'-9" BENT _ 1 I 1 � 1 � 509 509 = 509 & (3} #5x2 -7 BENT 3910-E 'hx6x l'-6» w VWX V-6" hx6x 1'-6" 1'h" 113 1 » (/} SEE PLAN VIEW DETAILS L 8x4) # 2' n COTTON DUCK PAD COTTON DUCK PAD 101 Pt x6' x1'-8» � 1�" COTTON DUCK PAD FOR FARING PLATES W/ (4) #5x2'-On - /2 1 IN BEAMS W/ SKEWED ENDS W/ (4) #5x2'-8" BENT & 1 512 - " IE hx7x2'-2» W/ (4) 4x1'-8" COLUMN ' PL hXBxl -6 SHEARWALL 10 10 509 102 s W/ (3) #5x5'-1" BENT � N ' " $ SEE BELOW " " & (3) #5x-"'-7 BENT COLUMN I r Z � � SEE BELOW� 7 7 110 CIP PILASTER IP hx10x2 -9 hx6x1 -6 7" I 7■ Q hx7x2 -2 PL {)4#x1'-8" FOR SKEW W/ (4) #4x1'-6" CIP WALL-----///" ALL COTTON DUCK PAD FOR SKEW W/ (3) #5x5_-9„ BENT W 8 4x l'-6- aEV;Eµ�rD n�uR+i5??A5 C'J2RECTEU & (3) #5x2'-7 BENT Q 0 & 512 p R' CTL N '1 " ,�.. SPECIFIED �iSL'FihS:T I ry 3910-E PL %2x6x1'-6" '31� .i:r ;BEM 509 r r " Ui N A MN h� r, i.a Sti y w1�S .:.ON » - 0 1 10 L 8x4x%x 1 -6 - r � �M� Yu, _".-.,.� hx6x1 -6 7 719 � ���; �.` _ ";:�COTTON DUCK PAD SKEW SKEW °. 0 S W/ 4 #5x2'-8' BENT 4 W v 7.' :'kn .A :5 SSSSrr. VA.- s •7: S 1fNQ� 5�':L'OI S:;.t;:.LP -:]:�F n:d.:j7.tti'7 C4RFL.s:..:A:'�S:i:05,� (/J O ' ' `i •.'�?iT ^* A.,I, :"Ct7^.i:L'tii SJF S'�'•r�'A,:�^.G,Y; CrX:F:,:.4 T7UA ,r;'.,: '.`RA W7:i T':Ui GP A::.•:::''s A TkAQVAS �'�00, Aan�^snsr, "..r rsx:t� sAtis�P, s *o&K. CONTRACT N0: Monroe & Newell � Y r-100� En&ears,Ine. H LLi COLUMN N I DATE 4 08—OAK 8Y k�i�. �Y 04- o � � � 3910 APPROVE FOR c' 41 42 43 44 45 w S3 c ILI S3 S3 S3 S3 I S3 0 g Noy REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE No.REV. DAATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE 314/05 �W a ~ 26 6 15 �� 7 1 � � 14 19 514 GROUT JOINT & LIFnNG STRAND " PL %x5x0 -5 IN SOLID FULL HEIGHT a uj i IT BEAM 1" IT BEAM R BEAM " 4" IT BEAM 15 IT BEAD U • ,s I Sag 120 8� 114 PL /2x14x2X 2" " 102 ' ' /2x6x1'-fi' /2x7x2'-2' / 3) 5 s 9 BENr 'I , , corroN DueK PAD w/ (3) SxS'-9" BENT - 102 0 (( -3j-, Q /2x7x2 -2 i " z e- gam, I i & (3} X 2'-7" BENT 1 N W 3 5x5'-9" BENT & 512 I & (2) #5x2'-7 BENT /2x7x2 -2 . " 102 " ' &(3))#5x2'-7 BENT N PL '/zx6x1'-6" N N , " W/ (3) #5x5 -9 BENT Q .. 1' �� R. &7x2 -2 .. - _ E4 8j R� & (3) #5x2'-7 BEAT _ W - ww W/ (3) #5x5'-9' BENT = ci °Z" I �- � !U . _ LJ & (2) #5x2 -7 BENT �? Lu 2 a l 1 U '/� 5 f 1 3910-E 1 " 509 509" 1 " 1.S' L 8x4x1 2x1'-6" 1/2x6xl'-6" /2x6x1 -6 COLUMN / � SEE BELOW W/ (4) #5x2'-0" COTTON DUCK PAD COTTON DUCK PAD FOR SKEW 7" 7' 110 & 512 SHEARWALL 7" 3" PL '/204x1'-8' CIP WALL 8p " 3910-E & (4) BENT #5 S PL lix6x1'-6' COLUMN 113 SEE BELOW 509 W/ (8) #4x1'-6" L 8x4x1 2x1'-6" $" SEE BELOW PL 1/2x61 x1'-8" FOR SKEW %2x6x1'-6" + / „ CIP WALL FOR SKEW i W/ (4) 14x1'-8' COTTON DUCK PAD " W/ (4) #5x2'-0's 7p 711 1 2 3 & (4) BENT #5 S 107 . " •=boLu I �� E /�x10x2 -9 SKI<vY SKEW i SKEW' W/ (4) #4x1'-6" 10 3 SK ui i COLUMN COLUMN SHEARWALL i 46 47 48 49 50 1/12 05 1\,S4 S4 S4 S4 No. REV. DATE CHKD. BY DATE No. REV. DATE CHKD. 9Y DATE No.REV. DATE CHKD. BY DATE No.REV.�CHKD. B Y DATE No.REV. DATE CHKD. BY DATE ERECTION NOTE: DRY-PACK GROUT UNDER PLANK BRNG ON NOTCHED LEDGES & FEATHER GROUT TOP OF BEAM T4 MATCH PLANK. 102 33.5 It x7x2'-2" 26.8 W_1022x7x2'-2" 30 W/ (3) #5x5'-9" BENT 71" 'Al 1 W/ (3) #5x5'-9" BENT & (3) #5x2'-7 BENT 4 11" " 514 5 & {3) #5x2'-7 BENT 102 i GROUT JOINT SOLID 4 SLAB " , ] 34 P_ hx7x2'-2" IT BEAM FULL LENGTH PL %x5x0 -5 /4 7 1 W/ (3) #5x5'-9" BENT & (3) #5x2'-7 BENT fT� 15 4" " 2'-10" IT BEAM IT BEAM GROUT JOINT do LIFTING STRAND Q L t 1 IN SOLID FULL HEIGHT N IT BEAM I :e a 4 4' a ► o �/ 509 4' . 509 o 509 _ " a a --,�•, F-a �l�x6x1'-6' ' 1/zx6x1'-6" x6x1 -6 a N X11" COTTON DUCK PAD COTTON DUCK PAD . cv = COTTON DUCK PAD 509 _ " _ -I & 512 /2x6x1'-6" CHAMFER N " " N " PL 1/2x6x 1'-6" COTTON DUCK PAD " N u, 1 Z is W rKN _ °Z & 512 � `„�Li PL 1/2x6x1'-6" w 1 " r i 107 101 1/2x7x2'-2" l j 9 1/2x1 0x2'-9" W1 (4) #4x1'-6" E /2x7x2'-2" W/ (3) #5x5'-1" BENT 1 " W/ (3) #5x5'-9" BENT ' & (3) #5x2'-7 BENT SHEARWALL� "& (3) #5x2'-7 BENT [3-[ 7 CIP WALL FOR SKEW 0 113 Z " SEE BELOW 7" 7" PL '/2x6' x1'-8" CIP PILASTER 8" 2Zn 3910-E 8 10p � A FOR SKEW W/ (4) 14x1'-8" L 8x4x1 2x1 '-6A i / 3910-E ��N SKEW I . n ' 7 " I " & 44)BENT2 S L 8x4x 1/2x 1'-6" o ccnn SKEW SKEW ( ) # W/ (4) #5x2'-On ` I 0 & (4) BENT #5'S I COLUMN SHEARWALL W z LE a AI 51 52 53 54 55 AI S4 S4 S4 S4 S4 No.REV. DATE CHKD. BY DATE No. REV. DATE CHKD. $Y DATE No. REV. DATE CHKD. BY DATE I No.REV. DATE CHKD. BY DATE I No.REV. DATE CHKD. BY DATE ©FURL+Uli AS COF RECTEI) O ;, w AMC 'UR9L.A o kU TS is S 'Si +:i' k'i i'ERi ':1.4.ACk ilF1 ills+'r U'+JC, 5.2 7.7 28.9 5.2 �ti1iJ A+iUL SKEW E-+ I y!n n I Z I r4" , 4 3 L 0 N USr NOTCH a 1 0 END OF l l a� I c B � BEAM STEM ' - `, -�- r � � W N - - --__ f lo -(V N r r } N cN 1 1 J M f } I l yr 44 << 1 4 I C s } <N ry I 4 " " " ��]]TVVV[[C 0 � K 116 KE 3 K 102 101 IE 1/2x7x2'-2" 118 101 " 102 K 117 119 IE /2x7x2'-2" a° 0 IE /2x7x2'-2" W 3 5x5'-1' BENT ' x7x '-2" /�x7x2 -2 " 123 IE 1/zx7x2'--2" It 1 x7x2'-2" ' x7x2'-2" W 3 5x5'-9' BENT a W/ (3) #5x5'-1 BENT IE /�x7x2 -2 � R /Z / ( ) # = W/ (3) #5x5'-1' BENT &/(2))#5x2'-7 BENT W/ (3) #5x5'-1" BENT & 2 x BENT W 3 5x5'-1" BENT W/ (3) #5x5'-9" BENT W/ (3) #5x4'-3" BENT W/ (3) #5x5'-9" BENT & (2) #5x2'-7 BENT CONTRACT NO: (f) & (2) #5x2'-7 BENT & (2) #5x2'-7 BENT ( ) #5 2 & (2))#5x2'-7 BENT & (2) #5x2'-7 BENT (2) #5x2'-7 BENT & (3) #5x2 7 BENT. & 04— o ' APPROVED FOR 3910 cn A A U w 56 57 58 59 60 ry S4 S4 S4 S4 314105 4 S4 (n No.REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE No.REV. GATE CHKD. BY DATE No.REV. DATE CWKD. BY DATE No.REV. QATE CHKD. BY DATE LuC3 W D: a 23.3 26 26.8 SKEW 3. 3" 23 2" SEW SKEW p to I C - - - - C - - - - - - - ' - - - - - - - - - I - - C. 1 - - - - - ' C.1 - — — — N N hl f N I I N I I I I I I I I z~ I SKEIN ' � SKEW I � 120 � 121 " 122 1 " It /2X7X2'-2" 102 W/ (3) #5x5'-9" BENT IE '/zX7X2'-2" i R. 1i2x7x2 -2 121 102 102 1 " It /2X7X2 -2 122 102 & 2 #5x2'-7 x5'- BENT W/ (3) #5x5'-9" BENT W/ (3) #5x5'-9" BENT IQ 1/2x7x2'-2" Q '/2x7x2'-2" It 1/2x7x2 -2 P_ '/2x7x2'-2" " W/ (3) #5x5'-9- BENT � /2x7x2 -2 ( ) & (2) #5x2'-7 BENT W/ (3) #5x5'-9" BENT W/ (3) #5x5'--9" BENT W/ (3) #5x5'-9" BENT & (2) #5x2'-7 BENT W/ (3) #5x5'-9" BENT W/ (3) #5x5'--9" BENT & (2) #5x2'-7 BENT & (2) #5x2'-7 BENT & (2) #5x2'-7 BENT & (2) #5x2'-7 BENT & (2) #5x2'-7 BENT & (2) #5x2'-7 BENT AI 61 62 63 64 65 S5 S5 S5 S5 S5 Na.REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE ERECTION NOTE: ERECTION NOTE: DRY-PACK GROUT UNDER PLANK BRNG ON DRY-PACK GROUT UNDER PLANK BRNG ON NOTCHED LEDGES & FEATHER GROUT TOP OF NOTCHED LEDGES & FEATHER GROUT TOP OF BEAM TO MATCH PLANK. BEAM TO MATCH PLANK. 29.2 514 1 n " - PL %440-5" � ]5 5'-11�" 1/4 7 1 T� 9.2 30 oo NOTCH REQ'D 0 BOTH LEDGES. W PRODUCTION NOTE: + " 3j" " NOTCH REQ'D 0 NEARSIDE LEDGE ONLY. ." 125 SKEW " 15 SEW SKEW IE '/zx7x2 -2 � " 2"-fi" [�] W/ (3) #5x5'-g" BENT IT BEA1rI It /zx7x2'-2" & (2) #5x2'-7 BENT 1t2/2x7x2'-2" GROUT SOLID FULL�HEIGHT STRAND W/ (3) #5x5'-9" BE A W/ (3) #5x5'-9" BENT �, b� " & (2) #5x2 -7 BENT & (2) #5x2'-7 BENT ,a; "2 I I 124 - - — - G " N R '/2X7X21_2" 509 9 � W/ (3) #5x5'-9" BENT 1j" ' 1�" 1/2x6x 1'-6" ir & (2) #5x2'-7 BENT COTTON DUCK PAD �T _ 113 C ' PL '/2X6'/x1'-8" 4 ' , 509 7" 7" W/ (4) 14x 1'-8" I '/240'-6" COTTON DUCK PAD & 512 7" 7" 0 11 CIP WALL PL '/zx6x 1'-6" 'w00 V) O I " 126 r �� U It x7x2'-2" �aa N SKEW SKEW /2 SKEW }} W/ (3) #5x5'-9" BENT I O I & (2) 5x2'-7 BENT 125 v I- 1/2x7x2'-2" R �/2x7x2'-2" W ,_ " N W/ (3) #5x5'-9" BENT COLUMN/ (3) #5x5 9 BET & (2) #5x2 -7 BENT COLUMN g & (2) #5x2'-7 BENT 66 A 69 70 I S5 S5 S5 S5 S5 No.REV. DATE CHKD. BY DATE No.IREV. DATE CHKD. BY DATE I No.REV. DATE CHKD. gY DATE No.REV. DATE CHKD. BY DATE No. REV. DATE CHKD. BY DATE J w 70 94 3 r r r 1 - i}IVla.tir Ck. �F '1 'Ywll ..°+yi.CC��JSC. 5. 5.2 DATE g 69Z La.—hrA. 7" >-- 3910-B 3910-B V 3910-8 It %"x14 x,'-2" E %"x 14x1'-2" W/ (s) 74"OXO'-6"HAS ! w/�(8)-Y+"oxo-6"HAS ! rn W W/ (8) 'y4"0X0'-6"HAS cz ,0" 1'-0" 4" � � m 108 SHEAR WALL 108 SHEAR WALL g 11 NMB " 11 NMB " 3 W/ (11 #sx8 —s '� W/ (1 #sxs --s 15 le s� s1 .� 507 c o PLx4x0'-10" W Z e a 1/4 10 EA SIDE c'f' w N LiJ r '� N ® (0 N � n n /4 10 PL %x4x0'-10" ' 507 au f " N C — 2' REC. EA SIDE /4 10 E4. SIDExO -10 << z � EA. SIDE 2" REC. 2 2" REC. 2 0 2 EA. SIDE r EA. SIDE d 14 10 '/4 14 '/4 14 10 2 2 2 c) � 109 � 128" � 128 (2) L 5x3xx x1'-0" R /2x5x1 0 /2x5xV-00 Q� W/ (6) #5x2'-4" PC WALL W/ (3) #5x2'-4" PC WAIL W/ (3) #5x2'-4" PC WALL CONTRACT NO: U) 10" P/C 10' P/C � ,�' P/c 04 - z WALL WALL WALL 0 3910 A A C/�w 71 72 73 74 75 S� � S5 S5 '� os � S5 S5 ,z os 1/12/05 3/4105 S5 (n No.REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE No. REV. DATE CHKD. SY DATE I No.REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE 1W ERECTION NOTE: A DRY-PACK GROUT UNDER PLANK BRNG ON �V cr NOTCHED LEDGES & FEATHER GROUT TOP OF ZO BEAM TO MATCH PLANK. V W 104 PL %x6xO'-6" a 50fi W/(4) I/iOx0'-4" HAS ,, PL 1/4x3xO'-5" Y/4 3 C SLAB SLAB 1'-imp 1'-8" SHEAR WALL 1'-0" 6' 108 SHEAR WALL 108 SHEAR WALL I'm v c a 4 v a rJ 11 NMB 11 NMB � a � �' � � a • � 44 4 a • � •*. W/ (I #sx8'-6' 15 W/ (1 #9x8'-6' 15 �+ a n v S $1 r d 4 CIO _ ° Ia C3 ^ n Q o 0 0 31 4" �, a 4" DRY PACK GROUT oil � � CONT. UNDER SLAB W* a o = � d 4 v d. C IT BEM 7 ('7 6 77 78 79 80 1/12/05 S 6 S 6 S 6 2/25/05 S6 S 6 No.REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE No- REV. DATE CHKD- BY DATE No.REV. DATE CHKD. BY DATE No. REV. DATE CHKD. BY HATE 3" 3" 4w %4 3 SLAB GROUT SOLID 31 W e w r w w w ° 3 2 5 1 y4r 3r 04x 3 x SLAB ° a GROUT SOLID e ° ' 4 •Q SLAB GROUT SOLID GROUT SOLID z ti SLAB SLAB rT, GROUT SOLID d 4 rr 2 s d 2f-O'-O 4 r #5 x 3'-0" 1 r 4 ° e Q° � -O BENT BAR EMBED 5" DEEP INTO a a Q v e 4 4"0 HOLE USING THE n ° 4 4 a " DRY PACK GROUT HILTI HIT HY 150 INJECTION °' a 4 CONT. UNDER SLAB ADHESIVE ANCHOR SYSTEM 50 1" PLASTIC SHIM STACK 2'-O' 03'-0' • 31 RECESS SHIMS AS REQ'D 1r—a5 x r 5 x BAR BENT r DRY PACK GROUT DRY PACK 0 T COVER. 10w �/+w 5„ L4x4x% x CONT. UNDER SLAB CONT. UNDER SLAB DRY PACK GROUT 15'-8' CONT. UNDER SLAB 5fl5 1" PLASTIC SHIM STACK 505 1" PLASTIC SHIM STACK ® �`' 505 1' PLASTIC SHIM STACK 910-H RECESS SHIMS AS REQ'D A RECESS SHIMS AS REQ'D RECESS SHIMS AS REQ'D �iw 8" WALL EMBED U 0 1/4 POINTS TO ALLOW 0 1/4 POINTS TO ALLOW 0 1/4 POINTS TO ALLOW DRY PACK TO COVER. 10" VARIES ON TO 36" DRY PACK TO COVER. low $' DRY PACK TO COVER. 0 10" Al O -EMBED 5' DEEP INTO 5" DEEP INTO 4 0 HOLE USING THE JV.BED HOLE USING THE V HILTI HIT HY 150 INJECTION HILTI HIT HY 150 INJECTION ADHESIVE ANCHOR SYSTEM OW. ADHESIVE H M ��'':=N-: C °�.'F�:^I+SN AS CORRL•CiE!} F F. 'An :Jh R 4\ 4 7CS'CN O 503 �,' Cup^9 ','wJ'; „5V".!-.,.3 PL x3xO'-4 5 a w/ #5x2'-0' a 3 A AI A AI Al 81 82 85 DATE • [i L'L'Cry.uC. 56 S6 1/1 51 1 S6 S6 I S6 No. REV. DATE CHKD. BY DATE No. REV. DATE CHKD. BY DATE No. REV. DATE CHKD- BY DATE I No.REV. DATE CHKD. EY DATE I No. REV. DATE CHKD. BY DATE GROUT VERTICAL GROUT VERTICAL JOINT o JOINT SOLID B AND NOTCH SOLID ZZ N r (4) #8'S (SEE L5 W EA SIDE DWG. FOR LAYOUT 1/4 f � 4 33.5 p �-- C.I.P. WALL ! 7" 3w 3* 7" 3910-8 3�9�0-B I k %"x14x1'-2" E %"x14x1'-•2' f W/ (8) Y4'oxO'-6"HAS W/ (8) _y4'oxO'-6'HAS 5" 1'-2" 5" a SLAB 4' a i I �a m `C I ' � 4 I d . 4" �—SLAB R ac 2'-0" DIA. RECESS I .°� 4 504 _ SLAB � r' d . a � a � ' ° KOROLATH EA. SIDE IT BEAD W a v a w s 4 v a a ! v 4 'lJ a c,4 507 ° a 2'-6" IT BEAM c.n 507 a 4 v °4 PL -YSx4xO'-10" v 4' a /4 10 PL %x4xO'-1 O" ° a " Ur c a a EA SIDE �/4 10 EA. SIDE 104 PL 3/gx6x0 ~6 cn c as z $ ° 2 W/(4) �/z0x0'-4° HAS g cn 1 O 14' DIA. HOLE w " Q j4 14 4 0 12 THICK PLANK •• �3 �3 < 2 1/ 14 8" 0 9" THICK PLANK 10 11 2 •� $ 109 .� � ',.. rf� 109 ! i g w w (C) L 5x3xx%x 1 -O r * Q _ _ (2) L 5X3X x 1 r-o n CL a 8 1 W/ (6) #5x2'-4" PC WALL W #5x2'-4" Q / 6( ) PC WALL _ CONTRACT NO: w P/C (f) 1O 10' P/C PL %03 O'-4w ..' .. 503 '� i 04 - Z 3 WALL WALL W/ #'5x2' o APPROVED FOR 3910 A AI A AI f U U) 88 86 87 89 90 w r S� 16 : 1/12/C* 1 1205 S6 , 120s 314105 S6 2250-5 S6 Na.REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE '\,16 No.REV. DATE CHKD, BY DATE No.REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE STONE VENEER - [XX'-XX"] (RE= LANDSCAPE) � . ® 2004 42140 ARCHITECTURE, INC. (a)-�6 CONT. RE= FDN (2)-#5 CONT. PRECAST SHEAR � B WALL RE:PLAN PLAN M-6'75 FT-LDS • TH WALL ; I ;��NORTH WALL ssFR METAL F✓RATIN6 RE: ARCH RE=PLAN GA5T-IN-PLACE WALL AT i Q RE= 6RADIN6 PLAN VARIES • SIMILAR WITH REINFORCEMENT VARIES ! 16'-8" i 26'-4" �� i(1 Z • • a T.O. 5LA RE: PLAN ; i P N 3/51.0 i`'�oi° • �""L��" 1" SHIM AND NO SHRINK WI i N)2 a L 4X•4X3/6 WITH Z" 4 GROUT BY PRE:G 5TER a TT • 5/6" m EPDXY 6" O:O °•O:O a° O:OYa° O'OY°.' O•'O a° ANCHORS AT 2'-0" ?0�' '°,0 9,0�' •°,D •' •9,0�' •b o 0 b •a Do D6. Oe O 0 0 0 II _ ,�^an,• p•;� a K x—KKKIaO PSF D.L. + 100 PSF L.L. • 1p_x�K'-��xx W ° • • •b0 . •00� W— d •• O — — •O B W a = 460 PSF D.L. + 100 PSF L.L. ^ RE: '7/53.3 FOR STEM �. or.• 4••os.• '?f p••oa■� T I �T • n.a o „• e o o o • WALL CONNECTION TO 11-1 "II i('�I' I PRECAST SLAB •. Z WALL r0 We = 240 PSF D.L. + I00 P5F L.L. 44' Q &RAPE BEAM (LOADS DO NOT INCLUDE WEI&HT CONNECTION BY = � OF STRUCTURE) • • PREGASTER ' ° • (6) #b CONTINUOUS SLA5 • f #66 AT 1'-4" d ° . • ° � 4 '• TOP AND 50TTOM C 4 5 T L O A D I N� ° CONDITION 1 �[� VERTICAL #6 AT 1'-O" a ° HORIZONTAL REI PLAN 4 ! ` '. da • r' e 4 :4 04 TIES AT 2'-0" ° (3'-0" MAX) CONCRETE GRADE BEAM 14 ° 0 a • °a a RE, 3151.0 FOR . •° . a4 • ° .` 4 ' 2:: /1 w 04 WALL TO 5LAB a .° `. . ° GLR f::� %* � CONNECTION 5 5 ALL/! � a TYPICAL 500TH WALL i i I /-'-NORTH WALL RE1 1/53.0 FOR WALL d f ° • ; °+ . Q VARIES ! 16'-8" I 26'-4" ° REINFORCEMENT RE: 3/53.1 FOR • ,d•. • EMBED PLATE RE, PREGASTER RE: PLAN i L FOOTING 6 REINFORCEMENT 4 4 °° ■' •• C"� 4 • d INFORMATION ° a 2" 4 WI i I WI O n I,, a • • E l 44 ° '°4 • I i WI = 240 P5F D.L. + 100 P5F L.L. 0 2" VOID FORM (LOADS DO NOT INCLUDE WE16HT J RE t PLAN OF STRUCTURE) r. lm 3/4" = 1' -la" - SLAE5 I N f T f ON 2 W w > �' -'� C � � T C� C01�1 � & ECTION 3 x 3/411 = 11 -10111 I/S" = I' -O" u z . • ICI [XX'-XX"] ° (2)-05 CONT. fa� (RE: SOUTH WALL l i I I o 4 :` RE: PREGASTER FOR VARi� 5 I. 161-5" I a6'-4" � d Z 6" CONCRETE STEM WALL EMBED AT TOP OF WITH #5 AT I'-6" VERTICAL CAST-IN-PLACE WALL RE: PAN i ■ EPDXY OROUTED 6" INTO ° '•, • o PREGA5T SLAB WITH #5 °' °•. WI N)2 4 AT I'-6" HORIZONTAL EMBED PLATE, RE:--- a6 METAL PREGASTER FOR DETAILS a 5'-0" 5'-O"id �L 4X4X316 WITH ORATE AND NUMBER REQUIRED 5/8" 10 X 611 CBEs ARCH) PAVERS (RE: LANDSCAPE) 4 4 i i 5A 1 EXPANSION ° i r AT 2H-0"S a N I WI OWNFR/DEVFI.OPFR e IQD PSF D.L. + 100 PSF L.L. Ws = 460 PSF D.L. + 100 PSF L.L. RE: PLAN - = We = 240 PSF D.L. + 100 PSF L.L. Q VAIL RESORTS TOP OF � 1 � �OSDSUD�RNOT INCLUDE WEI 5f3 DEVELOPMENT LEDGE - N d PRECAST SHEAR WALL z # ' 2" FfRECA &T eLAE5 LOA S f Cz : CONDITION 3 COMPANY • AVON,COLORADO - 3/8"X4.1X10" ki �IIt K—'x EMBED PLATE BY PREGASTER 1/5'I 11 -Q��I BE [XX'-XX"] • �' ` • 1U ARCHI7'NC'['ONRRCQAD 214 WITH 518" E. 52.11 X 6" EPDXY ANGHOR5 r SOUTH WALL FA I lf� d° • , WQ 5HORIN6 WALL '° 12)-05 TOP • ; 4 ly VARIES Ib'-8" a6'-4"BY OTHERS BOTTOM * RE: PLAN y,I� Denver,Colorado °41O ` 5 � CTfON W ' ° MA3'1'1;R1'LANy1iK 40 06 AT I,-O" °'4 #5 X I'-I I/2" 3/411 i 1' —011 HORIZONTAL [ '_ "] Q _z DL51G\AR(Eil'1'LCl' •a EPDXY GROUT 1 (IR . 2,10) TO CONCRETE WALL = I i RE: q/53.2 FOR NEWELL POST HART HOWI:RTON 1= • PER PREGASTER I I CONNECTION #6 AT 1'-4" - •° • I ; W, = 240 PSF D.L. + 100 PSF L.L. NEWYORK,?1LWYORK VERTICAL ]Ij= I 1 STONE GAP W� = 36D PSF D.L. + 100 PSF L.L. [XX'-XX"] I i (REI LANDSCAPE) (LOADS STRUCTURE) NOT INCLUDE WEIGHT • /(� I STRVCTCRAL RNGINFFR B i I PRECAST SLAB RE: FRAMINc9 ! L 4X4Xf/4 WITH I/2" MONROL&NEWELLLNGZNLsIi5,1NC: REt PLAN ! m X 6" EPDXY AVON.COwRDO a r I i 8" CONCRETE WALL LEVEL PLAN I ANCHORS AT 2'-0" F R E C A e T eLA5 : C O N D 1 T f O N BEYOND, REINFORCE !�[R(:HAKIC.A1.Ff.AC:'iTt1GA1.�iG1N'TRR ■ a 1 WITH #5 AT 1'-4" HORIZONTAL M-L-'LNG1N 5A I I 3 VERTICAL 4 #5X L(�4 FOOTING 1/$11 = 11 -0 u AVON,COLOR W DOWELS AT I'-4" — I& E C T I ON 1 LVl C.IV71.F.NGiVRAR Ii vAL IGINU NIG�=11� � I I � I I— �/8" i 1 1 —011 4LP1NL 1:NGW1;17iING,INC. - - • ° (CONTINUOUS) 1/2" BOTTOM � III II�, 1/2" ISOLATION i i I I-II JOINT • I I - " ° •. x�-it4—K—�[ [XX'-XX"] REO L ND5GAPE [XX'-XX"] j 4" SLAB ON GRADE • °--• • PRO RL"1"NT MBFR G285 WITH W,W.F. (REI PLAN) STONE VENEER d RE: 3/51.0 FOR GA5T- RE:FOUNDATION METAL GRATING RE:ARGH REI FRAMING #6X AT I'-4" I I "• IN- PLACE WALL PLAN ISSUE REVISION DA'1'!� N (RE. ARCH) LEVEL PLAN ° CONNECTION TO PRECAST RE, 3/SI.O FOR CAST-IN-PLACE f 4 i a 5LA5 AND CONCRETE WALL REINFORCEMENT AND ° Q ,OW1 ° d . HEADER REINFORCEMENT = CONNECTION TO PRECAST SLAB 04 C:ONS't'll{3C d • .,a•.o.,.0 a•,oe,. L 6X4X316" WITH ° ° v • • a ° ° d,' J ANCHORS ATY2'-b" # FOR PFR%fTT 07.23.04 V 04 (2)-#5 CONTINUOUS # - " • ` • -AT FOOTING BEYOND Z (2) 6 CONTINUOUS a d — 0 a. f1� • N ° - - • --�i 05 C:ONST DOC 08.13.(14 ° a 5555 #5 VERTICAL AT #6 AT 1'-4" VERTICAL d E1 �fl z �, ° • ° ° ' -------------W - 5555- 1'-0" EPDXY &ROUT ° ° Q RE= PLAN L 6 INTO PRECAST SLAB \ 6" /SA\ TT=NNIrLR]✓V. Q9.10A4 [XX'-XX°] a ss TLNAL CONST 01.03,05 RE: ARCH RE: 3/51.0 FOR CONCRETE #6 AT I'-4" HORIZONTAL N L4X4 X 3/6 RE:FOUNDATtON • # C ®� TOP OF HEADER REINFORCEMENT a X CONTINUOUS PLAN KKK OPENiN6 5" 5 EXPANSION ° 3/411 = 11 _011 _____ ° AT 2f10o5 a° REeARGH z � . � � • to d REt 2/53.3 FOR WALL 4 RE: ARCH a (2)-#5 AROUND OPENING � ° a �� REINFORCEMENT AND ' 1 + (2)-#5 DIAGONAL X 4 O (2) #6 CONTINUOUS FOOTING INFORMATION STONE VENEER BOTTOM O AT EACH CORNER S" '5" RE: ARCH a OPENING _ Iy= ° ° #5 X 3'-0" AT I'-4" i .77L It Ilk RE: 1/53.0 FOR SLAB TO ° 4 #6 AT 1'-4" VERTICAL WALT. CONNECTION AND EMBEDS 05 VERTICAL AT E'-4" RE; ° A O ° ° #b X 3 -6,. AT I'-O" 6 AT i'-6" HORIZONTAL a 6 MIL POLYETHYLENE a - _ARCH • •d #6 X AT I'^4" a BOND BREAKER (REQUIRED AT THIS • ° DETAIL ONLY} ° I/a" ISOLATION JOINT 4 D" • d —#6 X �-0" AT I'-6" EPDXY '&ROUT #5 a t.. 4 ' d1 a 4" SLAB ON GRADE ° " " a 4" SLAB ON GRADE — • ° WITH K.K.F. (RE: PLAN) Ili L} X 2'-0", 6" INTO WALL Q $ G 2,• a WITH 6X6 W2.1 X W2.1 ° a • 4 ° WWF AT 2 -O a 8 --#5 AT 1'-O" TOP .4 10(1)-#5 AT EACH NOSE ° • #5 AT f'-O" • (Xxl-XX") ° a #5 AT I'-6" EACH WAY •"•• • a N d STONE d GROUT TOPPING 2:4 • • dK X ax+—,x �' x x x x K�*""px—+ +px a 4 x 7, d 6 �5" 5" N tO:Ds• ° 0•:Of ° 0' RE: ARCH ° A O'OOQOo�O�' V :OY•°, O•:O>. ° 0•:os.°• :45• ° 0•:OW.° 0•:Ow•a° :O ° 0• a, 4 ° ° • .4 •a ° • 4 • ,a d d d ° Q ° Q :4 c ° ("1)-#g CONT. v Q. ° d ° #5 AT 1'-4" CONTINUOUS 4° 4 • - a • ° • ° • TOP AND BOTTOM e AT 1'-6" EACH WAY a ° .. • ° d . .a a ° p ° • - _ _ _ d — — _ 50 � M � _ RE 1 PLAN TINT TT ^ T= -1T 1514 - SECTION ,4- r4 m RE:PLAN #5 AT I'-4" BOTTOM i 314,4 ®„ SECTION V SECTION ✓ 3/4" lI _/ II 3 /411 _ 41 _ III SECTION 2 3/411 = 11 -011 =tea � GENERAL NOTES 1. DESIGN BASIS A. 1997 UNIFORM BUILDING CODE B. EXCAVATION BRACING IS DESIGNED TO BEppA TEMPORARY STRUCTURE. q C. Q MATCERIAL AND IS DESIGNED TREUCKS BU�ONOT FOR ANY HE HEAVY POINT SURCHARGES� SUCH AS CRANES. IN ADDITION, STOCKPILES SHALL NOT BE PLACED BEHIND EARTH RETENTION. D. REFERENCE CODES: 1. AISC--ASD STEEL MANUAL, NINTH EDITION VU Ni, G!' 2. CONCRETES "BUILDING CODE REQUIREMENTS FOR REINFORCED �y „ , r .,, Sl� y. 3. M�VITOR NG ( FOSOI�L NAIL WALLSO9 OMANUAL FOR DESIGN AND CONSTRUCTION -4, 4. PUBLICATION NO. FHWA-IF-03-017 "SOIL NAIL WALLS" °C) GEOTECHNICAL ENGINEERING CIRCULAR NO. 7 "t 4 2. GEOTECHNICAL DESIGN ,..?� SOIL DATA WAS TAKEN FROM RECOMMENDATIONS SET FORTH IN REPORT N0. 02-057 AND 04-022 � BY KOECHLEIN CONSULTING ENGINEERS, INC. LAKEWOOD, CO DATED 7-8-02 AND 3-4-04. A. DESIGN VALUES USED ARE AS FOLLOWS: 1. SOIL DENSITY - 125 PCF IN-SITU SOILS 2. COHESION • 0 PSF, PHI ANGLE . 35 DEG. IN-SITU SOILS 3. MATERIALS A. SHOTCRETE: ALL SHOTCRETE SHALL BE READY MIX PLANT PRODUCED NOT VALID WITHOUT DATE CONCRETE YIELDING A 3 DAY COMPRESSIVE STRENGTH OF 2000 PSI & ORIGINAL SIGNATURE AND 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. SUBMIT DESIGN MIX TO COGGINS & SONS ENGINEERING STAFF FOR REVIEW. ONE SHOTCRETE PANEL SHALL BE PRODUCED AT THE BEGINNING OF WALL CONSTRUCTION. COGGIN . & SONS INC SHOTCRETE PANEL SHALL BE MINIMUM 119 x 18 x 5.75 INCH AND IDENTIFIED TO A WALL LOCATION. TEST PANELS SMALL NOT BE DISTURBED FOR THE FIRST 48 HOURS AFTER SHOOTING AND DURING THIS PERIOD BE FIELD CURED UNDER CONDITIONS SIMILAR TO WALL CONSTRUCTION. AFTER FIRST 4$ HOURS, TESTING AGENCY SHALL OBTAIN PANEL FROM FIELD AND RETURN PANEL TO LABORTORY TO CURE UNDER ROOM TEMPERATURE. CORE PANEL AND OBTAIN 3 SAMPLES FOR TESTING AT 3 AND 28 DAYS FOLLOWING , ACI 506 GUIDELINES, CORES SHALL BE AT LEAST 3 INCHES IN DIAMETER. CORING AND CAPPING OF SAMPLES SHOULD OCCUR SAME DAY OF TESTING, J 0) APPLY CORRECTION FACTORS GIVEN IN ASTM C42 TO OBTAIN COMPESSIVE STRENGTH AND REPORT RESULTS TO COGGINS ENGINEERING STAFF IMMEDIATELY, Caisson Drilling , Excaw-AdionShorin,g , Tieback Q � B. SOIL NAILS AL OS IL NAILS SHALL BE GRAD 7 REINFORCING BARS SC I THEs MRD anon L i� ` S P R Al H I .. Q CE� iZ S 5HA B� OR L S NAILS.C. WELDED WIRE FABRIC SHALL MEET ASTM A185 SPECIFICATIONS. 0 D. REINFORCING STEEL SHALL BE ASTM A615 GRADE 80. E. GROUT FOR SOIL NAILS SHALL BE TYPE 11 PORTLAND CEMENT MEETING Q ASTM 0150 SPECIFICATIONS AND POTABLE WATER. THE MAXIMUM WATER/CEMENT RATIO SHALL BE 0.45. GROUT MAY CONTAIN 5IKA CO. w 0 X PROPOSED SOIL NAI L GROUT COLUMN WALL IAMOU�AOF x BYRIWEI(A,FI OF CEMENT NG CEMENT IN THE MAXIMUM N � F. DRAINAGE BOARD, IF NEEDgE,� SHALL BE OF COMPOSITE CONSTRUCTION CONSISTING I CO FLIER FA13RICASON E�TOI�FID CUSPA I DRADE OF C' EEDRAINA G CORE�LE r-- HIYDRAULICAGGRADIENTr OF 1E0. MINIMUM COM E FIT. OF STRENGTH SHqq��L ggE w N N In SHEET GRAI ACCEPTABLE PRODUCTS ARE MIRADRAIN 8004 OR GREEN5TREAK QO 4. SOIL NAILS AND GROUT COLUMNS -� Q Q Ln A. INSTALLATION PROCEDURE n- 1. DRILL AND INSTALL GROUT COLUMNS PER PLAN AND ELEVATION VIEWS. VAI Ll COLORADO 2. EXCAVATE DOWN TO LEVEL OF THE FIRST ROW OF SOIL NAILS. 3. DRILL AND INSTALL SOIL NAILS. �Ljj Z 0 4. APPLY WELDED WIRE FABRIC FACING REINFORCMENT, LL.I O W 0 AND SHOTCRETE TO 'fHE EXCAVATION FACE. 5. WET SET SOIL NAIL BEARING PLATE AND NUT. SOIL NAIL GROUT MUST U w � U Q HAVE A MINIMUM OF THREE DAYS CURE BEFORE STARTING THE NEXT EXCAVATION CUT, SHEET NO . � N D E X OF SHEETS 6. REPEAT ABOVE PROCESS TO BOTTOM OF EXCAVATION. w z Q z Q) 5. SOIL NAIL TESTING Q w O A. VERIFICATION TESTING XBS -- 1 COVER SHEET, GENERAL NOTES '' SHALL BE'VERIFICATION SIMILAR TO THAT I0FSPR0DUCTI0NNIAILS. VERIFICATION TEST NAILS ARE E 0 x L Q 0- XBSINDICATED IN THE ELEVATION VIEWS AND SHALL NOT BE TESTED FOR 3 DAYS AFTER INSTALLATION. XBS - 2 PLAN VIEW USE THE FOLLOWING LOAD SEQUENCE.ONEACHLLOAD SEQUENCE SHALL BE FEET. XBS -- 3 ELEVATION VIEW, ' SOIL NAIL SCHEDULE, STRUCTURAL DETAILS HELD FOR A PERIOD OF 10 MINUTES. INCREMENT LOAD 1 AL AL ALIGNMENT LOAD 2 0.25 P P 1/2 (0.8 x Fy x At) 6 3 0.50 P Fy BAR YIELD TENSILE STRENGTH 4 0.75 P At - BAR CROSS-SECTIONAL AREA FOR 5 1.25 P S 1.25 P 7 1.50 P 8 1.75 P ': R . A . NELSON 9 2.00 P CONTACT COGGINS ENGINEERING STAFF TO OBTAIN TEST FORM. PROVIDE C0GGiN5 ENGINEERING i . STAFF RESULTS IMMEDIATELY AFTER VERIFICATION TEST (PREFERABLY SAME DAY). 51 EAGLE ROAD 2 B. PROOF TESTING � 1. PROOF TEST AT LEAST 5 PERCENT OR A MINIMUM OF 2 PRODUCTION NAILS IN EACH ROW, WHICHEVER IS MORE TO 1.5 TIMES THE DESIGN LOAD, DESIGN LOAD AND TEST FORM TO BE PROMDED BY COGGINS ENGINEERING STAFF WHEN CONTACTED BY FIELD PERSONNEL. 410k AVON � CO O USE THE FOLLOWING LOAD SEQUENCE. INCREMENT LOAD HOLD TIME °° P H • 970 - 949 - 5152 1 AL UNTIL MOVEMENT STABILIZES P - TO BE PROVIDED 2 0.25 P UNTIL MOVEMENT STABILIZES 3 0.50 P UNTIL MOVEMENT STABILIZES FX9 4 0.75 P UNTIL MOVEMENT STABILIZES . 5 1.00 !7 UNTIL MOVEMENT STABILIZES �. 6 1.25 P UNTIL MOVEMENT STABILIZES 7 1.50 P CREEP TEST (SEE BELOW) Cn WHEN THE 1.50 P TEST LOAD IS REACHED, THE LOAD SHALL BE HELD FOR A TOTAL OF 10 MINUTES WITH MOVEMENT READINGS TAKEN AT 1, 2, 3, 4, 5, 7, & 10 MINUTES. IF DURING THIS TEN MINUTE INCREMENT THE LOAD CANNOT BE MAINTAINED OR THE MOVEMENT UNDER CONSTANT LOAD EXCEEDS 0.040 INCHES, THE LOAD TEST SHALL BE CONTINUED TO 60 MINUTES WITH READINGS AT 20, 30, 40, 50, & 60 Ch MINUTES. IF THE DIFFERENCE BETWEEN 10 AND 60 MINUTES IS LESS THAN 0.080 INCHES, THE NAIL IS ACCEPTABLE. IF THE DIFFERENCE IS GREATER THAN 0.080 INCHES, CONTACT COGGINS ENGINERRING STAFF IMMEDIATELY, PROVIDE COGGINS ENGINEERING STAFF RESULTS IMMEDIATELY AFTER PROOF TEST (PREFERABLY SAME DAY). Cd L0 O CONSTRUCTION MONITORING: N 1 . DURING THE CONSTRUCTION OF THE SHORING WALL, J C)o Q COGGINS & SONS, INC. WILL MONITOR THE EARTH RETENTION WALL (, LL. HORIZONTALLY USING SURVEYING INSTRUMENTS. _� 0 2. THE CONSTRUCTION MONITORING SHALL BE CONDUCTED A MINIMUM U 0 OF ONCE A WEEK WHILE THE WALL iS UNDER CONSTRUCTION. Q 07 3. AFTER THE SHORING WALL IS COMPLETED, THE GENERAL CONTRACTOR Of Cn &REVIEWED OFURNISHASCORRECTED SHALL MONITOR THE WALL AT LEAST ONCE A WEEK. Q I pRFjl•.CTF.D CSI FA11SE AND RESUBMIT THE WEEKLY MONITORING SHALL BE CONTINUED UNTIL CONSTRUCTION E]SUBMIT SPEC'IF1EDITEM OF THE STRUCTURE IS COMPLETED. CL � -- """""CEWITH" 4, IF ANY SUDDEN MOVEMENT OCCURS DURING THE CONSTRUCTION .:+ .iir, rni�+t.� A��u(.r.rtRA�((IAiPLiANCEWlTHTHE I IPV�1)NN. '. , !•..•. : -. 'All 1 frt.h 11.AM V A(TION � Sr SkUtt; 1C, ;i4£RE4 L6-M:M'e.%1A ur T*K PL,4s AnS OF THE WALL , WORK SHALL BE SUSPENDED IMMEDIATELY AND THE Q z► CC'F't:A"" ,010FIR '(1R N IiFORRELATE FOR HEjoBI°NS COGGINS & SONS ENGINEERING STAFF SHALL BE IMMEDIATELY NOTIFIED. � 0 a NOTE: WRICHSH.\LL BE 1 friFIRM[D A"{� CORRELATED ATTH6J0°.51TEi BEFORE CONSTRUCTION COMMENCES, A UTILITY LOCATE NEEDS TO � olN��oF OF"isW0RKWITHCHM1AT0FALLO'THL0.RTRAMA ANOTISSATISFA('roR► PERFORMANCE OFHISW0RIL 5. IF ANY SUDDEN MOVEMENT IS OBSERVED AFTER CONSTRUCTION BE PERFORMED TO FIELD VERIFY THE LOCATION OF ALL UTILITIES Monroe & Newell �°�'" OF THE WALL IS COMPLETED, WORK SHALL BE IMMEDIATELY N ,J , SURROUNDING THE SITE. THE SHORING DESIGN WILL BE ""�'°� REVIEWED AND DRAWINGS REVISED, IF REQUIRED, WHEN FINAL D� `� � ��' BY _- SUSPENDED AND COGGINS & SONS SHALL BE IMMEDIATELY NOTIFIED. L W UTILITY LOCATION BECOMES AVAILABLE. REVISIONS fDr- ` m-r °t4`'` 6. ORGANIZED AND LEGIBLE LOGS OF ALL MONITORING SHALL BE u On J I-- N0. DATE DESCRIPTION PROVIDED TO COGGINS & SONS ENGINEERING STAFF WEEKLY JOB NO. : 5056 DIMENSIONS OBTAINED FROM DRAWINGS PRODUCED BY: AS PERFORMED, ISSUED: 9-24-04 42 40 ARCHITECTURE; ( ARCHITECT) 7- 23- 04 This drawing, as an instrument of professional service, is the DWN BY: JHH property of Coggins & Sons, Inc. It Is furnished to the General DWG. N0. M ON R OE & NEWELL ENGINEERS, INC. ; ( STRUCTURAL) B- 31 -- 04 Contractor for information purposes and for approval for construction, by Coggins & Sons, Inc., of the shoring and bracing shown on x [3S _ 1 AEI ENGINEERING; (CIVIL) 7- 23- 04 the designated project only. It shall be returned to Coggins & Sons VERBAL CONVERSATIONS WITH RA NELSON upon demand. PLOTTED: 9-24-04 SH T. 1 OF 3 3 1 \ 26, 6„ J 23,-6„ S01 At RETA/A Ms WALL ROW 1 I 8122---------------_---.----------------- ------�------ ---�- -------------------8122 i E ML ----------- ------ ----- ----_ ___ ___—_------ a 8120------- OF ANTLERS -8120 �;-,••- 9 � �F I I I 8118 FiaaP aF,�wns ------------- _ --- ------ -----k----------_..__.__.-----8118 � ��i�l�`t I 8116 ----�x:�» � ----- ------- ------ ------ ���ao - - djAA aE OF 5mTcmr� _04 v _ 8114 ---------------- ----- - ---f----FO'0 -----------8114 NOT VAUD OTHOUT DATE I I 8112 ------------- 8Map- -------------------8112 & ORIGINAL SIGNATURE 8110 ------------------ --- _- 7xW 8110 I j I 8108-----------Faoi r ------ � ----- - 8108� .&1 810R enrnw EL8-104-- � 8106----------Af �TCF -------- ---8106 8110 0) I I I 8104---------�yAL ----- ------ - -------- 177 --------------8104 iI i 8102---------------------- -------------- ----- ----------------------8102 � , 24 I I 8100-------------------------- ---------------- -------------------8100 � i I j av 57M J 4) PPE CROSS SECTION Q 23� A A ANTLERS BUILDING W22 SCALE: 1 /8" = 11-0„ � a 07 C 22 0-) Q Lv o X j N LL_ 21 (BOF 8102???) I 20 j j j j - N—AA- __ --_-------8122 (0 rSM RErANiNC WALL aow/ Z _ _8122---------------------------------- - ------ 8120--------- FM- C) LO OF BOTTOM OF RETAINING WALL i i I 8118-- �y------�R-----�-------- ------ ------ ---- -------__ _— _—_—__g118 °- Q < � 8110. 0 j j 8,16-------CL 1 7 ----- ------- ------ -----_ ----- ----------.-----------81,6 Y z of o -4- 19 i j 8114 — -� �- - - � 8114 0 W W O 8112 _ _—_—_ __-- FACE a"s� ----8112 pC J J U o 811 ------ ---- -----F0i07M---- ---------8110 C) W CD 1 8106 ------ - --- �------81 os w z z m, --------------f--- -IW_A--D - - -----.� _ _ ---- - 0 WALL SEE DWG XBS - 3 FOR DEVELOP E D - _-_-_---_- #, �T�ROW -- - --- - - -- --- - ------8106 w o � ' �� 8104 O ELEVATION VIEW O F EXCAVATION BRACING 8104---------- a"m --- ------ --------- --- --------------8104 � ch In Q a- BOTTOM OF FOOTING _ _-- ----_-_-- --_-___ _-_-_-----_-8102 8106. 0 81 oa --___-_� _-_-_-_ --_-_-- ------------- ------- _-_-_-_____---____8,00 16i ' CROSS SECTION 15 (80F 8102) 2 2 SCALE: 1/8" = 1 F-0" i (� — ~ ----------- I C - ----------------------r ------------------ - 14 4,-0 I i (HOF 8102) I i _B, 13 2 2 I I BOTTOM OF FOOTING I i 8109. 0 r12., (80F 8102) r �_J ------- ------------- --- LEGEND : 1100 8100-00-1 CD g - � � o „ (BOF 8104) i PROPOSED r_ ,r_ � I `Al��� BUILDING GRID BOTTOM OF FINISHED FLOOR i i PIPE °' 1 � STEEL Og MINIMUM 4 �JIA. SOIL NAIL WITH COLUMN I 8114. 6 7 > i INCLUDED _ K -8120 - EXISTING GRADE 0 �� � �� � a•�[s�� �� �� �� � PROPOSED BUILDING FOOTING WITH BOT. ELEVATION N � 9 I I fD T_ ull" . . 2 2 i ,.. �"'`°f°'� � PROPOSED FOUNDATION WALL _j � Q BOTTOM OF FOOTING 8 i i (n I I � W 810 6. 0 (eOF 8104) ®'REVIEWED ❑Fmisn AS CORRECTED v o L ---- --- - --- - -- L% 13MUF-CTED REVISE AND❑ MlT�SPF,CIFIED EM RESUBMIT Y 7 C�DN "Of TRIO�RQWC F AND GEN ftAL CC0Y4n 1AANNMwrFHSIrDg O RtMMATIONGIVEN IN TM CONTRACT DWVMEN-MANVACIION < I !MOWN IS Stion T To THE NWU'R[0"" DF THE MANS A%D O PROPOSED WHFCHSHALL RE CONFIRMED AND CORRELATED ATTRIEjORSl7E1 ! 1 .. r W0CMCAnoNS ro"TRACIOR IS AESFONSWE FOR DIMEM1ONS `J FAMWATM PROCESSES AN& TffCMgqtln qW 4 0) cooRMNATION O H!S WORK Wlnl MAT OF ALL CV"=TRAMM f, 5 GROUT COLUMN 'T `�TS`Mon oe& Newell Q 1 4= IAL z 8 1 2 0 E�} DAiE By a � Q O cv 0 N J 2 U _j PLAN VIEW — GORE CREEK PLACE N LO - W 1 O) .J H JOB NO. : 5056 SCALE : 1 /8 = 1 f ! 0 ISSUED: 9-24-04 DWN BV: JHH DWG. NO. PROPOSED XBS 2 SOIL NAIL - - SH T. 2 OF 3 SOIL NAIL SCHEDULE 36'-0" 49'-1" 6011-0" SOIL NAIL FIRST DIP SECOND DIP THIRD DIP BAR EXISTING COLUMN ROW ANGLE ROW ANGLE ROW ANGLE SIZE GRADE 1 15 15 #8 3'--0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 3--o 2 15 15 15 15 #8 . n n „ „ „ , „ n n „ ,. „ „ n V ,. „ n 6'-0" 6 -D 6'-0" 6 --0 63-0" 6 6 6'-0' fi -0 6 -0 6 -0 6 -0 6 -0 6 -1 6 6 6 -0 6 -0 6 -0 6 -0 6 -0 6 -0 6 -0 69-091 6 --0 8122-- - --- ----- ----- ---- - ----- - - - ---- ----- -..-._-- ----- --- - - - --- ------- -------- ----- ------ ----- --- ----8122 4---5 20 15 20 15 20 15 #$ 16 GROUT COLUMNS 3 PER BAY ; �G �I �� AY 43 GROUT COLUMNS 3 PER BAY 6 25 15 25 15 25 15 #g 8120--B'- » _ _ -� - ---------------------------__.._._...__--_, _--------------------------- ^_-_---------------------- -- ----_ �..: 8118 -- - -- - - - - - - - - + -- - ---------------------------}------------------.�.- -._-_- ------------- - --8118 7-9 25 25 15 25 15 $ rsb - '; 1 1 8 8116 _e»s -_ - - - - - - - - ----------------- --------- --------_-------_-�---_--------_--------------------------------- -- ----811 fi 10-20 20 5 20 5 s - - - TYPICAL XISTING ;. ; 15 15 15 g 8114 ---- - r.zs SIIIL N�iIC--------}------ _ _ _----- - __-- -------- -- - -------------- ----8114 ._4 �vAt. � 21 -22 15 8 yr 12 -- RADE 8112 --------- -----M - - - - ------- -------------------}------- - ---- » _ - ------- ------_---------------- --- ----8112 23-24 15 15 #8 r�s�o _ - - _ _ I _ 81 ° ergo TN#1 -TN 2 20 15 8 8110 - - BOTTOM OF _ _ °9s + - - --- --8110 8108 - - �. - - - - — — -- — - - - - - - - - - - - - - �-----8108 NOT VALID WITHOUT DATE NOTES: 8106 _GROUT _COLUMN�v� -- -- o7s� - - - ---- --8106 dt ORIGINAL SIGNATURE B — — + 063 BEARING PLATES ARE 1 /2 x 8" x 8" - - _ _ _ _ _ _ ----_-_-- -8104 FOR 25'---0" LENGTH PROVIDE 9'-0" UNBOND LENGTH AND STRESS TO 15 KIPS EXCAVATION _ _BOTTOM_ OF -8f i�t als 1 all ____ _ " ,. 810 2-- ----_-_----- - ---- -_------- - 810 2 FOR 20 --0 LENGTH PROVIDE 5 -0 UNBOND LENGTH AND STRESS TO 10 KIPS GROUT COLUMN ' O2201. 0fB -- - 8100--------------------- - - - -----------_ __ - - - - - - - - - ------------------_mfi_---------L-- -------- ------ - -- -----•--------------------- -----------------8100 01 SHOTCRETE FACING STEEL PIPE ROUT COLUMN BOTTOM OF TYPICAL BOTTOM OF I j B SEE DETAIL E-3/3 ELEVATION VIEW - EAST WALL EXCAVATION GROUT COLUMN 3 3 STEEL MESH REINFORCING SCALE: 1 /8" = 1'-0" J � VERTICAL BARS DRAINAGE BOARD, MIRAFI 6000 OR EQUIVALENT LOCATED BEYOND, IF NEEDED 3 I Q STD. BAR MFG. NUT WALERS BEHIND PLATE I- I` Q VARIES MAX 6'-0" HORIZONTAL SPACING Lv O X THICKEN SHOTCRETE TO MATCH PLATE ANGL SOIL NAIL SEE SCHEDULE DRAINAGE BOARD, 1 '--6" WIDE, IF NEEDED W N 00 N FOR SIZE AND TYPE Q0 of � J p Ln SEE DETAIL D-3/3 z VERTICAL BARS CL Q Q o 0 i� � � o I I � 0 � O � STEEL PLATE J cn x o I I 1,,--I w 0 (n v < CONTINUOUS WALERS IN FRONT OF PLATE U W U 0 VARIES w W Q Z > (y- Q w O SHOTCRETE o STEEL MESH REINFORCING 0 � L0 Q ch LO I I OVERLAP MIN. 0'-8" 5.25" GROUT COLUMN Q WITH #4 BAR IN CENTER • FULL LENGTH CENTRALIZERS, TYPICA I I C I 1 I CONTINUOUS WALERS SPLICE IN VARIES CENTER OF ROWS CONTINUOUS THREAD STEEL REBAR PROVIDE 2'-6" OVERLAP #4 GR. 60, FULL LENGTH STEEL PLATE 5.25" GROUT COLUMN MINIMUM 5.25" DIA. 'A:: MINIMUM 5000 PSI GROUT BOTTOM OF EXCAVATION WITH #4 GR. 60 BAR IN CENTER ..:.. FULL LENGTH EXTEND 1'-0" C • c (0 BELOW BOTTOM OF EXCAVATION 5.25" DIA. GROUT f 0) COLUMN 2'-0" ON CENTER �BAR IN I SECTION SOIL NAIL EXCAVATION CE TER, LOCATEED BEYOND DETAIL TOP VIEW 0) A - ( C'� GRO UT COLUMN 3 3 SCALE 1/4" - V-0" I I I I I 3 NOT TO SCALE 4" . SHOTCRETE FACING N 0 { - 4x4-W4.OxW4.0 STEEL MESH REINFORCING Of Q W O X i 5.25" GROUT COLUMN L` U- 0 LL- VERTICAL BARS - (2) #4 BAR WITH #4 BAR IN CENTER 00 0 2'-6" LENGTH, MAX D'-fi" OC FULL LENGTH o STEEL PIPE-MINIMUM GRADE 80 KSI U 0 WALERS BEHIND PLATE - 2 5 BAR CONTINUOUS MAX 0'-6" OC x ~ 20'-,0" LENGTH 3.5" OUTSIDE DIAMETER Q � STD. BAR MFG. NUT � ) # ¢ ~o .375 WALL THICKNESS Y py m rB DETAIL FACING (if 0 8"x8" /2" Q r STEEL PLATE VARIES (SEE SCHEDULE) 3 3 NOT TO SCALE •� a7 SOIL NAIL " I PSI GROUT Z SEE SCHEDULE MINIMUM 5.25 DIA. r ; MINIMUM 5000 S Q Z I THICKEN SHOTCRETE FOR SIZE AND TYPE 5.25" GROUT COLUMN p " 0 O TO MATCH PLATE ANGLE WITH #4 GR. 60 BAR IN CENTER �j J . . FULL LENGTH EXTEND 1'-D" 0 114 U J SHOTCRETE MIN BELOW BOTTOM OF EXCAVATION 'y"EWED ❑FURNISHASCORRECTED LO r Lj 4000 PSI GROUT DETAIL TOP VIEW [:]REJECTED REVISE AND RESUBMIT [,�SUBMIT SPECIFIED ITEM CENTRALIZERS, TYPICAL �PTOFME�,ECTAND�%ERALCOM ANCE ,pl;;HE E STEEL PIPE JOB NO. 5056 EVERY 10'-O" OC UNORMATKNGIVEN IN THE CONTRACT DOC'UMMMA"V %t 7404 ISSUED: 9-24-04 sKnvm a TO THE REQOIRemENTS OF THE FLA%S %%D 3 3 START 3'-O" FROM BOTTOM "`""`A"°"�`0741"""°` N L'ORNFLATE FOR°'"014""S NOT TO SCALE DWN BY: JHH MrHICN iHA1.1.RE CONFIRMED AND L'ORRELATEP AT 111E 111N,1 r�; FMMCATM MUX f" A?* TECHNIQUES OF CONSTRI-[11014; COORIIINATIONOFHIS WORK WITH THAT OF ALL OTHER TRAOM ANDTHEEATHim"oftY PERFORMANCE OF HIS WORK. rb'N� DETAIL NAIL HEAD Monrne& ;:m ��� LV BY X B S 3 3 3 SCALE 3/4" = 1'---0" rte. vaT o�i,JC� SHT. 3OF3 2004 42140 ARCHITECTURE, INC. C f \ r4.S / w { >' BUILDING 8 — -" RF_FIIt TO SEPARATE \ BUILDING 8 PACKAGE ' FK _ BUILDING 7 1 P — REFER TO SEPARATE " - - '� 1 BUILDING 7 PACKAGE i W .5 .5 1 �^ BUILDING 6 f 1 / REFER TO SEPARATE BUILDING d PACKAGE ° ! �I 1 7 w'J O y BUILDING ^ � REFER TO SEPARATE 7 19 _ BUILDING 5 PACKAGE - BUILDING 4 REFER TO SEPARATE OWNER/DEVELOPER. f - BUILDING • FACIAGE 'VAIL RESORTS _ _ _ ! �!, `J• .� ` ` f _ _ _ -j - __ti�N� �, — ' �,� •1Y l i\t^ y- � f � i P / FU TURE RAMP B Y RITZ-GRLT RESIDNES ; 1 DEVELOPMENT PROOSED, RE RrrzP-rAKTO++ RESIDENCES \ COMPANY vN `- AVON COLORADO - — _ • y �' ,, BUILDING 3 - --__- - a 0>J"-� � - .� \ � `;j' �:' � / \� 1, _ REFER TO SEPARATE - / y _��� 1 ! ARCHITECT OF RECORD _ — — — — — - BUILDING 3 PACKAGE BUILDING 2 — i f ° / aBt1V9F,COIOI'dd0 ' REFER TO SEPARATE BUILDING 2 PACKAGE ASI-082 _ /� / �/ MASTER PLANNER DMGN ARCHrrFA.7 BUILDING 1 REFER BU 14 TO SEPARATE __ � �� / / / HART HQ ERTON y 1 NEW YORK.,NEW YORK ARE SPAS FTIONk R E- // / / / // STRUCTURAL ENGINEER MONROE&NEWELL ENGINEERS,INC AVON.COLORADO I 1 � — MECHANICAL ELECTRICAL ENGINEER �-- EE DM, NC +8. + 3/ n.� s `KrrRll 1 // / / AVON,COLORADO- 54 — Community Development Department f 13uildin Safe and Inspection Service8 VAIL COLORADO ( � g Safety ALPINE ENGINEERING,INC. ,Ile 7 : r� , ' EXISTING c3 MARRIOTT Section � / PARKING Building Cod'efinternatioral Residential ,� / /" �C / PROJECT NUMBER 20900.00 Code 1' �` --. T.ie Is�uanco cr grarl:n0 cf a per? ..hall STRUCTURE noC be .. 1\ 1 1 any cf t. c p:r : n_ ^cod, r c9 r c'ncr c d nca ci tho / / /r / �Q // ISSUE REVISION DATE I t f�l z i 4 y 1 �I1TkSdICtIC I. l r.. .. j ;tT.ln�t' f�i4 eLlthC.rl t 1. ' t^.C,*C» gel �/ / f/ j lkSl-08 — —� = -- 1 �rQYiSlonC cf t.LIC cod-. ^ I �c, a�e rnrt t ��J� cf i_ i�� :ia I cha not bA� / / valid. The i uanct l i r`. uiri the IL ` o c t. dacu.;.:"I*3 and i 04 CONST DOC Qher data c�.:.,1 nct r,��r2nt t1Z C ei�i�,q c�,r'a Q rJ correcttssfrorsi:t�eccn , / � i 'r� ;.��,i;_ .;crl z 4°cI of r data.The / I , : _ia ccn:.,c to j r v �t e,, a�ar,c ruse o}a �O / FOR PERMIT 07.23.04 bull In aff c�ai __ _ / structuro where in viol 1 is 'o#ti rcd;cr cf any other ordinances of / / ._ � �/ / / � / v OS/OG CONST DOC 0$.13.04 this jurisdiction. / - mill -_ - -- PLANS EXAMINEE#: QATE: / / / / // / � I � ��3G.2/CONST. 09.02.04 AThftmmy. 09.10.04 BI DG. 3/C NST. 09.24.04 BLDG.4 CONST. 10.11.04 `1 ` EXISTING 1, 1 '}PCi'c i, , v� // I MAR R I OTT 1' 1 Gro rci< a,K S / f / /� / f/ / , FINAL CONST 01.03.05 1 7A 8A 9A 10A 11 CONST 01.03.05 APR 2 5 2 A.S.I.-082 04.14.06 xCe TOWN OF IAIL ly / / h -Q- - �, ,► ARCHI RAL L ,/ �10VVN OF VAIL SITE N DESIGN REVIEW PLAZ L STAFF APPROVAL DATE: - f STAFF:... 1d SITE PLAT - PLAZA LEVEL 1 SCALE: 1 " = 30' XT _• • • /��� , -/� // �` '� 4� \ J�� p 2004 42140 ARCHJTECTURE, I14C. Now G r` _ O G(X- dow .800 a Raj do doll d0p -0i doo 99 dop or NO ON SPOT • I f - .............................. ♦ r f NOV 10-P dop 011 ;;� --- --- Z( 00000, di ago 57 Uri 00 dOP --Apo r all + - % ..� / 9.38+ low '� �� _- r NIP rala _.. I ' '. +9.5/21.5 Op � J , I �` f / y . -- � _ ,f - "` - ' �• A, ' _ '� - y r .. �, ...._... ! ` �. t +22. +9.5/21.5 2 4 1 ' •� __ ,fir i i '%" �. r..+ °r $5 y° ° / _- r y ! w _'_"� --- e .� N. 1. - r - - �. v i _� '( off _ - - ,.• ,� r : - +, +21 ,, \ �, •� - ►, ` ' W ` Tp +21.5 8.88+ �- , +8.8/20.8 x•10. 1 24+ �� e / � " � +21,5 x-22. 2 .7 \ 9, AS ' 1 �� +8.8/2 .8 '^� � \ �21. 4 1 �� ,� .�-_ �9. 23.4 � �_ ,� �' � \ 1 r AM s � � 5+ 6.88+ - - + 5 � � �� - 1 � rtilc(11 � / ` f -00 - - " - j x , "\ +7/+19 � �., f 'C- + + + + � 182 / xz l �� �! -` >! +� m 24.2 20.7 Z1:2 1.8 21.7 #F- 1/ PRQF�46E1� # + ' �'+ + ± 22. 1T-r 11 TYPE .^I. 20.5 _ - -- 1. 24, >�+ - q" 2 V r , 22 +20.5 f- - 21 ..: + RI ia.sa 1F]rIP INK W07.�1 1 5.68+ ✓ / 22,5# 20 T +18.4 _ 13. _ -- ----- -- --- - i e J 11+1• �/ a° - f / 18.4 24 � J, } AM (, e« \ q \ .00 / 'f / e e --. 4 r► \ '� +21 i + © 1 I `� 1 �" A` " OPOSED +21 +1 J, ,- _ ,2 a/� %r �e r 9 \ 2r RCP lf7�I OWNER/DEVELOPER R •�� ! . _ AMBULNCE WAS 1� 3+� y " I � ►Q VAIL RESORTS 17.8 THE DESIGN VEHICLE+5.8/ else 1 6 : - DEVELOPMEN T 14 +5 NOTE.AUTOTURN SI LTEI1W.4-AS RE +198 OT AC 24. ERROR are VCR ,17,8 COMPANY DRAINAGE a�k t . ' 17.8 17' 19 <. y'!�// �' p^' TEMP. 8118.6 2x 16.3 �',.. "�� AVON,COLORADO / e 5 / e e r •�•+° s' +W b � 81 RAMP-10 -RCP iCP 00.258/1 7.p Vm "5. ARCHI I EC I OF RECORD(24 17.8 17.2 17.1 +17.5! \ 3 �• , �- 9.5 ��z NG STORM / / 1 j 41 j 1' ♦19 +17.7 _ MANHOLE S-MN8 VATH 19. ' ; ° --� DRAINAGE GRATE ® � 5• t,5.5/17.5 �+7� �',' a .. �.i' r +24 Q / +17.4 #-19,2 �', +19� '� A ' 1EYP. RIM [�/y l� / �� 1 TEilp!, 1 \\ rrtauTTcna� , f C 1� f/ I� .� ORIGINAL PLAN 3 ey GRADES GRADES INV. = 09.36 Denver,Colorado 1 eta ,• \ ` APPROMATE LOCATION + +19 1 l ' OF RITZ SHORING WALL INV. T 09.36 _ ! % 7 �e r �- �� I / MASxPLtiNNER 17 DESIGN ARCHITECT +5.5/17.5 63. 1\ elzs +� HART HOWIJRTON \ ! 16.2 -" f / .� y. 1 6 .J s 16.8 - " r' �2� i / f / NEW YORK,NEW YORK ,f ` �. 17.5 16.0 + -- r - w +19.1 ` c 16.8 x _ f F i / 16.5 -_ = 1 �' // / :. STRUCI1`RALENGINEER 19 5 1T #15 '. 1 l j MONROE&NE'W'ELL ENGINEERS,INC 7 I AVON,COLORADO 17.5 /� / I /S �J / MECHAMCAL ELECMCAL ENGINEER ' r ter' / 106 ' +18.5 / »��45 ! , / / / /' / WE ENGINEERS,INC +19 AVON,COLORADO ♦19.5 T1 .2 17.2 , / % f/ / !, CIVIL ENGINEER 16.3 �, � _ DO NOT CM457IRICT NONIHO LY / // / ALPINE ENGINEERING,INC. ,� _ +17.5 � :z PORTIPI OF PAIN UNION NU / / / / EDWARDS,COLORADO -,17.0 *6.4 17. - '! OON4fmiciION IS OOMPLEIE i APPROXIMATE / / J /� / +19. 17.3 ! 17,5 _ ` , _ LOCATION OF / / / / } PROJECT NUMBER: 84253.3 A; ,'g 17Y6 � 8114 19 16. A2 ,-�`� - PROPOSED RITZ AIVEWNX0T 1tA FYJR ` 17,5 may - 13 yr`�� SHORING WALL +1 too �r/ // ISSUE REVISION DATE p-w 12 , � � _ � +►�.!. l +19.3 •42' , b .. s�•_ ' / ,, / j / // I +19.3 ' 2 0 ' r + s.y / � /�' ` � // � // � / ASI-082 A.S.L-082 04.14.06 ON ! 8.2 ,4 �T .4' 'mm ASPHALT 1 ,� • • ' 16.9 1& z MANHOLE .7 zoo X F AS E)OSTING MAR1;04TT g1i8 '� * ♦ ,y PARIfING 1TE 8120 1y� ` STRUCTURE errs) 2%MAl a�srrHS spar - ' 1 4 e /' / �,� r. s (n7XAZ) ESIG L STAF APP AL r` / i ! �� , r a��rE: - TEMPORARY � +s1za.7 \ � ` � � I EXISTING r ,� .. �� �,/ / / � � � / ,f i PARKING LOT a ' // f / '`�- STAFF'�' / �' � s�a� • ; RAMP $C LIGHT ' EMERGENCY �PINE = VEHICLE PATH >flvm ` 24.26+ C PLAN ,{h GNEERING INC WARDS BUSINESS CENTER • P.O. BOX 97 or / EDWARDS. COLORADO 81632 9 6- FAX 926-3390 • - - - Scale: V = 20' P:\TOV02001\dwg\WestDayLot\AEI\Temp-ramp-opt.dwg,4/13/2006 10:46:31 AM,babcock v 2004 41 4 0 APL`i;7E'_7.1L;RF, ;FCC. 01 ' o w�kf •.c j sA �it VERTICAL SCALE '•..: 1 . 0 10' 20' .. 82 ✓�$' /r HORIZONTAL SCALE Ln PATH GRADING REVISED (� STA 0+00 TO 6+50 0 20' 40' Oq Cq LAJ LO W {1! PEDESTRIAN & LIGHT VEHICLE ACCESS N LO W ° STA 2+31.17 TO END to r- I < + < O o a. L 0 o i rz 1.14 -- � � � I a��n 1-.433; - --- --- - - ---- - - - - - ----------- - - -- - -- - - - - - - - - - - -- --- - - -- - - - - -- - -- --- � --- WJ 3 - �•� -1.829 -- Q J -1.44 r f ---_ _ _ 2.7596 -� 1.04 V — �_ >' -1.0396 — — / PROPOSED CENTERLINE 'FINISHED GRADE ~ I EXISTING OF PEDESTRIAN PATH/ MERGENCY XiSTING GRACIE ACCESS �■ � 0 DATG'Y 37.E'Y I i � • 8100.00 p �4 r7(D co� to e�� cn N 0) 00 O#0 1'7 O O 01(O 0�� Co! I� a0 r�i� cd 1< c0� 0!, 00 r- O L_ d-c0 Op aJi� m CUB co 00 M OD CO 00 0�(0 co CO CO 00 co 00 00 cD co i 8+00 7+0'0 6+00 5+87.43 A-iEAJ 5+00 4+00 3+00 5+90.18 3�IN0 ^ --- - Y � • PATH GRADING REVISED VAIL RESORTS STA 0+00 TO 6 +50 DEVELOPMENT C OIPAN, AN-ON,COLORADO ARCHMic-r OF RECORD SPOT j)r� - cwcna (rrPlc+1.) -\_l - _1 y .,-„�r< °°--.:.� }(�- 1- -.,� �� a� _ ,� - tea.., -' - --- -- _�_-\ - _•, - \. ----- -__- - - a�O% - _-- -•--- - y /� - ^-� �._- •�^ -� - -- --� -_ - __�..� -_--�- 4 _ _ «� / °.'�— -� �- Def (_w.colufaC0 J,-�.--1 / _-} •.` .a_�`•`�- _ - ~� '.. - - __-- _ �t �--� �~_ - - _ �� �_'- --- - - J^ �� .�___ �_ �'J- A_ �` •.z.. l ' - - 6 9 ��! ��-i5}I.IZ P!`�:I�R 11r�RT F4O1�;ERTOti _ � � .�...... ...� r'- �}•�._� � -,[ _ � -� � _ �r .rte � 81 De F_\(i;N ELR \ -c3-- '-OCOR_�o zz ; ' ? a_'-C-{_L�_L1L E•iL T K.0 a.L ILNG-N1 R � L_P T .f� -- 1 .�. � _ •-4 t 3 . . - A � R = - �', PRO'KC NUM •=•ate ( _ .�- - 1 1 ,c - - - 1 j !� T y - - y / - '� -1 J •� }0 - �_ L t i • 1 B - C' 4 �. •• 1 F yid "�_ 1'-- fE. �. •� `•- Ski �"-� r 2 - F V im 7. _ ;;z w. - - s � ,w • _ I aT � _ r e / L C i7 -•r- -- - - - r '2 - _ — �_- O y ` \ S, J 2i 2 s• 9 I �tip: _. °� .� j v,Q \ - -. r-,_ 1 � \__�. �r� :mss �I'z •'7 � � - � _ y_. _ 1 -� .7r{1. � •8 ;II !� �._ •;�1 ,f' - :•i -1"f- \.: f J w� \� 1 ti -,^ - 'B •� rg i ".'1 t 1 i / ` 7C '`� y F r T r'fi :6,Q - � -- i l -¢ •4 { �� -� l / ' z• 1F_114m GRADE 9 ; 6. o z. «fi rj ,9 1 T ,Y ELEVATION T1'PIr \ %I :'�� _ \� ,( I - r$.5 i/ `6 j \` * /� '71 �-�/ f �r_i'F��f i�'� xC 7 -LCT z J � / ,O _ O�1 d' 7- - _.� •�: \ `!k � - � BCD 1' ' � 1 r N •� � I� �- ` s � IY1 'F� l� 00 ;I $-7 ?3f [ ?� �`�3 p -1-101) \ �� 17S F -B o' 8.5 !\\ / + .)• f7 i � �•3 'C`\ .g {zI -�% � _- �• '-� - .. - _ - -- -- � � <. - �.✓ f�/- "/ -r'- •r ``='fir"Y'•�•^ - ���� ,� _� - .rc-�y:`� � �'r .r�:, _ �. '%:'J•lam, '•�:��'-- _ _ _ - �?,-�-.,. \ ¢ i �fr - w if - - -•f' _ -�'-`.- �"'y: - i�' i- - � \ `\- '\�• �\ -�-�. ;.. 1 1 �-•T— _ ---rte--^ -�.�-- - rj� N �� -� � I 11C °l{ _-WE ck ME-CHMICAL PUNS FOR J b .rJRE S AND Sr"tOWMELT PIPWG ISN GRADE i Mt. tj O Z !, s� °��^ f>.i• ` �1 r "'� _ <\ _ - r - - 8718:.. y + I r 2 4� _(� -�_- __-•� —.w°' L 'x EDESTRIAN PATH/EMERGENCY \ _� _ �• — ; ;�qs c — x b ACCESS (11 MINIMUM WIDTH) a # � � PEDESTRIAN PATH /co .• EMERGENCY ACCESS PROFILE •°'_- !+~ _ 17.1 5T1r North PE-DESTRIAN PATHAVERGENCY �` -�= e _ �I � BLDGS i 4 ACCESS (11 MINIMUM WIDTH) 20' 40' ENGINEE BERG INC mwi� toR�DO Al r 97 C008 F ti �.l I .�`� , - � �` `.► � i Scale: I11 = 20' . 970 926-3373 • FAX 928-3390 - - --- -- P:1TOV02001WwgVNestDayt-&AEl':Temp-ramp-opt-dwg,4,11312006 10:3714 AM,Babcock 20;,4 42N--'j &two • too VERTICAL SCALE v 20' A 110RIZONT.NL SCALE ASI-082 20' 40' un PATH GRADING REVISED REVISED STA 04-00 TO 6+50 6+50 w u z co z z In 0 zi < >: i�0 �7- w z LAJ V)FEDESTR:AN LIGHT VEHICLE ACCESS F= LO IQ STA 5-+31.17 TO END PEDESTRIAN ACCESS ONLY X 0 co a_ F') STA 0+00 TO STA 2+31.17 + ko 0 STA: 0+47.54 CENTERLINE Ln CL X INTERSECTION TEMPORARY RAMP fROPO.SED 0 IL CFIETE BIKE a_ 7: CON u 'r-1.44% 1.28% PATH J -0.89% ---— 31.20 vk T.67 G.00%-- 7.. —1.825.- wJ 0 a P4 —1.12X 1.04% 1.00% —1.03% - 7% EXISTING EOA STA-- 1+8&40 ELE1t 8119.76 STA.- 0+11-95 MD LINE 28 ELtV- 8111.35 FOREST ROAD P OF PEDESTRIAN PATH/EMERGENCY PROPOSED CENTERLINE FINISHED GRADE EXISTING WADE ACCESS �PROPOSED CENTERLINE FINISHED EXISTING GRADE GRADE OF PEDESTRIAN PATH EXISTING SHALLOW 9'J'flUTY LINES i PROPOSED 4' (DEPTH UNKNOWN-•i POT-HOLE CONCRE PAN PRIOR TO CONSTRUPTION) AND i PROVIDE HORIZONTAL VERTICAL INFORMATION TO A41. DA YVM ELff V 8100.00 -t 00 0) PO 0 r)0 0 N ;z �1:: 7 ico Elco coloo CO CO ccIF0 CO Do co co cc colco lco 5+00 4-4-00 3+00 2+00 1+0O 0+00 OWNUL DE11-1 ?1:.R NAIL REsoxrs ED DEVELOPMENT COMPANY -XV0N,COLOR-ADO ARCH-n-'LT OF R;-C',.)?D -z Denver.Coloraw 6,9 14 A��177:k?'ANN -R • A- 2 ­7 -L% -ERTON- I -RT IiO\X w. F, q a!k N �.-7A 6�68 • ---- - :- :- — -7, % • 3 of Yl. k: �r Z 42�' _g 2" x J V� 4% -4 '4a) 5 §.% 49 r 7f- x • 63 v j 5� v ---------- -o. a rz q A 15 �4 u g I PRO'EC-f NU%[BER: S42 33 -7 'p 9 - 1 7/1 '9 '9 76 m .k 8 ca )7 I< ISSUE FE%-IS!ON D-k'I-E PIW" 6.,5 17 6 71 -9 m. N� A + r +23 . 2 4c JQ 5 PROPOSED i I ASI-082 S.I.-c,82 04.14.06 IN PEWMENT I J6 STAIR~ _7 -6* 9�O'L 0 L/ 4- 9 r 'r_Y'r+-ri-"Y l' � --'TYT--T - -ir-- �.. �.-- _- - r- _- f. ?3, - � I �1. f.r" - _ - -�J -- 0 � E V _iSH GRAM' 13'20--X QL m vJ 0+ .De -.Z- m OCPL if 07, '2 PROPOSED-ToffVRARY—4 PEDES I-RIAN PATH/EMERGENCY 1-082 ItAW-To 6 >t>�, CCESS (11- MINIMUM WDTH) 01 CARLTOW- 114TZ -Pm (NANDRAL R! x MECHANICAL PLANS FOR SEE LANDSCAPE & 47.1 rj' COLORS, TEXTURES AND SNO.44AELT PIPING FOR c PATH AND SIDEWALKS 4TH/EMERGENCY INIMUM WIDTH) 64. 8 PEDESTRIAN 0 PATH / EMERGENCY Ii ACCESS PROFILE rl J AT BLD S. o:x 0�1 u G REVISED O 2U 4 6+50 L).UU7 T VTOppromrs)�E7 3e., PIP WWAS win z r/. 21 mm. p C009 94WJT 216 906 173 �AX 926-3.390 P-'.TOV02001idwg"Westf)ayLof%AEr...Teeip-ranip-opt-awg,Allil 312006 10:4157 AM.babcock CONSTRUCTION NOTES 1. Contractor shall verify existing site information , includi=ng structures, utilities, properry lines, easements, limits of roadways and curb and gutters that may effect the scope of f _ _ \ - _ - �- ` work prior to beginning site construction. r 2. The contractor shall be responsible for contacting all utility companies for field location A-- - of all underground utility limes prior to any excavation. Landscape ca.n.�actor shall take '�~ `� sole responsibility for any cost incurred due to damage of said ut-lities. - 3. General Contractor provide and install !E irrigation sleevEn riorto � vi^� Y � � - � f J y _ - r- `°ri• '-:�-- " �- . - � � � i cto p a a a 9 9 P pa g and -wail construction. Cordinate with Landscape Corntractor to provide s'eeving locations and information. - - . 4. Provide all compaction skull be in accordance with the Sons Report. 5, Provide warren notification of all discrepancies between existing and proposed site r_. improvements 6. Contractors shall em a licensed surveyor to establish all work lines. Contractor - ( ) R Y Y shall stake out all areas including walks walls and driveways and obtain the approval of the architect prior to construction. Al 7. All work shall comply with all applicable codes and ordinances. 8. All finished grades shall provide for natural runoff of ,voter without low .,pots or pockets. Provide a minimum 2.5% slope and a maximum 33% s ape. 9. Finished grades for planting and lawn areas are to be "below [op of adjacent paving or ` SNOW1t11ELTED, COLORED CONCRETT l ('DAVIS, SAN DIEGO BUFF' A'�tING. tops of walls. - p - �" , ✓ ✓ ,ri SCORLINES WITH 2" DTUS EVERY 8' � "- - ! :. •.. 10. Provide 6 minimum of rich, dark topsoil from local sources withoit rocks greater than ;�` _ X ,, r' MAX. iUM BROOM F1Nls ._ w 2 , sticks, debris. General contractor to provide finished grades to whin �:-2 of a foot. � � ki � ¢_ �� �� 5' WIDE MART: 'x 11, Dimension are from face of stud on building to centeriir,e of garden walls. Verify prior -;� / = ' ; � � P � -`-� Jam,- � SET BU (n I to construction. Center site walls on building olumns at the unit entries. Verify FLAGST� g n �-. , N WALKWAY WT I Q flagstone walkways, site walls and address markers where adjacent to Lhe pedestrian 1 -' ambulance lane. ' -� <, - " - 1 -'" / 4 ' � STONE VENEER WALLS +RREGUV '. �/ --_ OUTSIDE EDP 2,3 STAIRWAY +20.0 POTENT:,"iL SPA I_QGATtON �` - - j {,- ti \ t� 19.6 ; �` TW VAIL RESOR'I�S IYP. E. ARCHITECTURE �\ .e 19.0 I NT - \ ` EDGE OF ROOF OR _ ` + \ / l 17LVLLU`RNEEN'1 DECK ABOVE \� __ CUiI AY AVON,col.OrtADa f 07 REC-AD 1911 +19.1 .� _ -� 9.0 COLORED CONCRETE PATIO. f { 'DAVIS, SAN DIEGO BUFF' 4' ,. r METAL GRID SCORLINES w 1TN RAILING 1 _ ' RADIUS. MEDIUM BROOM r=�i :.� _ FINISH KlvimxFLA..�_A i TAY A-R CONDITIONER PADS } C �* _ _ '' �. ., 82 NIAV _0 uILK TYP. Y 184: 7 _ - - y �`,Al y/ �� 4\ S7;'RiCtLR%t f NG.1,Fi R G N E VENEER `Y• - \€ \HUE doLV:'L11 k\tii!!1BS i�C , 18,E f 17.2 y `ti A�' N «,u� -- SITE WALLS - i f . - - �' �} , ✓ RE. STRUCTURAL TW ,- ti f� ` h �W-E tic-wit i�. � - � 1 �.2� j-n-��:�+ •� A�(��'- -��J � ` � � S� ` .V�E tti�r LV-'�J7_�L�iL ll ��r a f- '' i _- ��33 f- - _ I li �, 11'x,- Y 1 J •+ ` r � +2 id% ,'�;L� i - (j '`` 1 h`� f y �x -.;`.y F C7J >-`1.►Y I AVOS%CxMLA&X), ADDRE[ A PiN_UNC-0%1 .WNG, NC-20.6 S tl� f4 i , 4.11I.CYtwH[ADO MARKER i; CD ti • _ i ! _ ` . 1, S f P ROJ F CT\UM B F R: 20900.00 BOULDER WALL 19.9 *� , �x:_z - ��`�s.` :�; �. ' 5'WIDE COLORED AT I" BASIN, RC. CIVIL ; ✓ _ f. ,lE,'t`�Y;` 4 „};f f 1 I C C 1 Tuft- :�' < (DAMS SAN DIEGO 4 5 ._., .- *- - ISLE REVISION DA17E -20 .0 _ =4 4 ;` '. PE DESTRIAN I BUFF) - ,rte = ` ��f ;�,: _ ° AMBULANCE LANE- 11- r DRAB"� 1 ' N " 341 T ` .: � l' WI MED BROOM NAY o� cnsr Ix�c _ rORP�:It��srr 0-7 -.3-ca yy INLET- RE T. Q.3 ., WIDE MIN. ? 'I , C:�'I - ` _ f �` TIdV = CONCRETE 05106 CONST Doc 08.E3.c4 i \ _ 6 WIDE MORTAR SET BUFF _ 1 b� _ 1 223 = INTERLOCKING PAVER i } FLAGSTONE WALKWAY WITH /A3A TUNNEL REV. 09.10.04 • = - CENTER VVALL 014 ADDRESS `� -U82 I �� 4 4 +22.0 J �° VA.RKE-R. TYP. _ " . GIANT PLAZA STONE, - : I IRREGULAR OUTSIDE EDGE T �y X \ I n " � 0 3 iL, AA, F� .�I.cusr. oi.c��.o� i 1 � 5 � � 1 _ _ . : . ` TUMBLED, Denn[s Anderson soc., FIN .U. �` _ _, 1 r -: Fes- HERRINGBONE wl� DUN � 05-16-05 ��r 4 ,. 4",HIDE CGNCRETE WALKWAY- 22 � ` - �- = La°tlecapr krcrtc�ectus 6,IS Penn n9 I _ �: " +` Ta_____� _ 22`Of - ', t " - 214 -� �=,_ ' - NO COLOR, MEDIUM BROOM G `�� PATTERN, Po SvxI 7 EONw�*CQ wJo51532 I ---. + .� • 4E . Y 22.1 �1 _ - FINI H - ►� __ WINTERBLENDCOLOR 98 .G;e, AS:-use A_s.I.-U82 04.14.06 i y - - r_< 4. _ _ R5'"5 _« .I OL.ORED CONCRETE 18„`v1�'IDE BAND. S * - � ;y:o;�'�&?100 Fax 52G?ZU1 7'-fi' ADC.�ESS > #4 ,U °`�, .,, TO MATCH EXISTING i . } T,dV ('DAVIS, SAN DIEGO BUFF') MEDIU(U�BRQOM ,� t ` ; MARK' -A x-3.2 may_ i 21.E `, 22 .- FINISH W1TH '' RAD'l!S S£ORl_INES EVERY�/yLI'�s 1 rt - - ', ; . . PAVING 2 _ � �r�� EDGE OF PARKING ; TW `_;` s , �-; 3 z ' GAR1`�GE ;TUNNEL �_ - ` ! 1 1 1YY 7�.:1 .ice � 6 ` - - _ -- - � ].i 22.4 ��,�• '4 ' 22.2 _ _ 2Z.{ hELCYr G 244 _ , ��!° ` ,, �~ �-` :��� ' , 0 $' 16' 32' TW �� + , t21.:J .•tir - 3 - ?t. * � j . �...,,..+..-r ..�arr� y ..�/� __. - f�-. '� T - ` - n u 1 '��[L I� C'�r-lJ r-�J _. ._ 21.6 2 .5 * t32 SCALE: 1 - 16' - 0 NORTH ± FF- rR�'�y�A! TW-_ E _TW 5 `• a PVC SITE LIGHTING LEGEND b KEY QTY TYPE A:1P MODEL t CONCRETE O h1N ' L L.5 - WI~R `GIANT PLAZA STONE, TUMBLED AR U .Q :R ptANT .,`. - IicRRI'V GtiE PATTERN, � c �-�r��•� 16 ADDRESS MARKER Wl DOWN LIGHT 40 watt, incand. Troy Lighting, model BCD6891 MB See Detail 1, Sheet L-3.2 _ Finish, grass and lamps to match arch. exterior fixture _,: V1��NTERBL COLOR TO MATCH EXIST h' �- L A N D S C Q P - �A - - PROPERTY LJNE _ .� :t' , • 23 RECESSED STEP LIGHT 25 watt, incand. Perfeclite NL-6877-2 K� _ K _ I 8v LAYOUT & �" j~ _ 15 PATH LIGHT BOLLARD 50 watt H.I.D. Shaper Light Bollard 902 w/sq. hood See Detail 3, Sheet L-3.2 `�- __ _ PROPOSED 2�xz� - - MATERIALS 141CRTAR SET BU -. i - - 'v:. F INLET-RIIA = 8118 32 DUPLEX WATERPROOF OUTDOOR OUTLET Note that each address marker has one outlet See Detail 1 and 4 4 FLAGSTONE Vlr' KV1`AY EXISTING MARRtOTT Tie INTO EMSTING _ -_ on back of post-see detail sheet L-3.2 Sheet L-3.2 ` SEWER SER=E 12" PVC SIORM illlr ` � #3 SLOPE ■ 1 SIGNAGE UP-LIGHT 42 watt compact CFtI-42PL12a DB-9 See Sheet E0.1, ES1.4 EDRAINAGE N 08760 ��.. flourescent and ES1.5 BLDGS. 1 - 4 � � _ MOUNT, #SNi181DB-P k" CONSTRUCTION NOTES � -�` , � �, ( B ( 1. Contractor shall verify existing site information , including structures, utilities, property lines, easements, limits of roadways and curb and gutters that may effect the scope of work prior to beginning site construction. 2. The contractor shall be responsible for contacting all utility companies for field location of all underground utility lines prior to any excavation. Landscape contractor shall take i� / �- ,/� = 4 sole responsibility for any cost incurred due to damage of said utilities. y 3. General Contractor to provide and install all irrigation sleeving prior to paving and wall construction. Cordinate with Landscape Corntractor to provide sleeving locations and information, 4. Provide all compaction shall be in accordance with the Soils Report. 5. Provide written notification of all discrepancies between existing and proposed site , ! ` - / E--+ improvements - �, �= - `- 6. Contractor(s) shall employ a licensed surveyor to establish all work lines. Contractor 0 POTENT w shall stake out all areas including walks, walls and driveways and obtain the approval �PA of the architect prior to construction. ]`� �- / / -� 7, All work shall comply with all applicable codes and ordinances. H 8. All finished grades shall provide for natural runoff of water without low spots or ;= EXISTING / j / ' �/ �O - � � w pockets. Provide a minimum 2.5% slope and a maximum 33% slope. / / / ' / / _ -� 4 @ �4 , U 0 9. Finished grades for planting and lawn areas are to be "below top of adjacent paving or tops of walls, 10, Provide 6" minimum of rich, dark topsoil from local sources without rocks greater than L f M�1 T 4 F iK s 2", sticks, debris. General contractor to provide finished grades to within 10th of a foot. ' , See note 7, sheet L-6 for additonal topsoil requirements. 11. Dimension are from face of stud on building to centerline of garden walls. Verify prior - / ' ;; 1 // - y lly, 1 w 0 to construction. Center site walls on building columns at the unit entries. Verify -� �i - -" � ' �- 1�/ 0.5 n address markers to the pedestrian 1 ambulance lane. flagstone walkways and a e p -- j -- _ \A OltfiJi=.R/DEYELCIPER 1 VAIL RESORTS z / _ fi �� X METER BANK 9()--- �-- �- -- - $ ON WALL DEVELOPMENT COMPANY AVON'COLORADO EDGE OF ROOF OR DECK ABOVE ` Y ARCHITECT(3P R'CORD STONE VENEER 1 PROJECT f - - GARAGE WALL " - 1� ENTRY SIGN Denver,Colorado - - .3 BOULDER WALLS, E. `, ` r 4: f `, DIAbIT.RIh'LANNFI( CIVIL ` �" _�s 1 Dr SIGNARCHPrECT �- � � HART I HOWERTON t, AIR CONDITIONER PAD �"'` NE9GY�(]Rr:,Nf:'�'Y(]Rh r r. - 1 RAILING TW ``' s f •�9 1 L 3.1 ` / MUC71URAL rN GIN LER MONROE&NEWM LL E NGINr ERS,INC 23.0 23.0 y AVO N COLORADO N1GA TCAL 11GINFER S NE &ECH° .IIF( U-13 FNGINFFIL5,INC. ER Y \ i'� ` \\ �✓ - �. ` S E STRAULLCS TURAL I � . AVON,COLOAADO_r / TW\ cnru-ENGINEER CATCH BASIN, RE. CIVIL 22.5 ALPINE ENGINF .RING . INC.. COLO E 120.5 _ CONC.21. + VAII,(.O1A)RAnc) >}.T.1 +19.0 ' { TW - �- ', TEP 11U _ 22.5 PROJECT NUMBER: 20900.00 TW _ _ 1 Wall elevation 8' `� ''` +21.0 21.6 , PAVING 2 TW �` 22.0 22 ,, .02(11 1 y= ISSUE REVISION DATE �-' � � y 22.3 5' WIDE MORTAR 21.0 " L 3.z .9 t19. �' AEI-082 �� 1 �' 04 CONST DOC SET BUFF TW ` r a I Ft'I y' - _ _ �.r-082 1 �.. FLAGSTONE r � 1s � �, 51 FOR PERII�IT 07.23.04 21.2,;. ,, rs. �r .( 5'WIDE COLORED- �: 05/06 coNST Doc ca.13.c> WALKWAY WITH r STONE VENEER \ `� ` �� ?� 21.3 ' �� CONC. TEMPORARY STONE VENEER WALLS IRREGULAR �� '` '� 4 f' ;; GARAGE WALL 5I3 I'I�vAI cONSr. ol.c�3.o5 � .�Y ` ��� � f � �� � RAMP I OUTSIDE EDGE � Y Q� r " '` �� 16 ADDENDUM 5 05.16.05 TW TW yam , _ CONCRETE INTERLOCKING PAVER 1 1g g �, � GIANT PLAZA STONE. TUMBLED, , *17.8 '��`` " �� _-�`\ 1d.5 ; : � 1 CATCH BASIN, RE. CIVIL HERRINGBONE PATTERN. WIQE CONC, 1 A51.os2 A.s•I.-©a2 i�+.1 .06 \ " DRAIN INLET. RE. CIVIL �;=� ' / D (TIMBER T SIDEWALK 2,3 STAIRWAY 20.5 1 1 L-3.1 =` ACCESS BOLLAR ( I 0 WINTERBLEND COLOR BIKEPATH +20.0 7" z; �� 4 MATCH TOV) A O TWIG TW ti 19.6 \ +17. TW TW ADDRESS ri EDGE OF PARKING GARAGE!TUNNEL f " -- A OF V" \ +1 .s " 1 19.0 TW 32 BELOW GRADE 18,3 . < r ( DESIGN REVIEW STAFF APPR()VA1_ 17.5 s rf DLaanndNnC !* Anderson i� s. o �-, pe Archilaclura Site Planning SITE LIGHTING LEGEND a ✓r' + 1 �•'�,. 19.0 19.0 I r KEY TY TYPE LAMP WATTAGE LAMP MODEL �l1. `;< COLORED CONCRETE 18 WIDE BAND. Q F'.O.eox 1387 EdwaN6.Coforado81832 , 98 Aspen Glen r (DAVIS, SAN DIEGO BUFF ) MEDIUM BROOM Tr Lighting, model BGD6891MB See Detail 1 Sheet L-3.2 (97p}926.7200 Fax 9267201 " 16 ADDRESS MARKER Wl DOWN LIGHT 40 watt, incand. Troy - `L�' `'~ FINISH WITH Ir RADIUS SCORLINES EVERY 3` Finish lass and lamps to match arch. exterior daeI�COIrTGBgtnel fr T i y� - < 9 r' LANDSCAPE l 8. ry ` : v ! j �sIc�az 23 RECESSED STEP LIGHT 25 watt, incand. Perfeclite NL-6877-2 f �. TW r` >`" ;.. I - CONCRETE INTERLOCKING PA �� LAYOUT & v 19.5 \1 GIANT PLAZA STONE, TUMBLED, 15 PATH LIGHT BOLLARD 50 watt H.I.D. Shaper Light Bollard 902 wl sq. hoed See Detail 3, Sheet L- .2 MATERIALS + .. - FLAGSTONE ENTRY HERRINGBONE PATTERN, 0 } / 8' 32�' WALKWAYS WINTERBLEND COLOR 32 DUPLEX WATERPROOF OUTDOOR OUTLET Note that each address.marker has one outlet See Detail 1 and 4� r, " p SCALE. 1 16' - o NORTH 14 0 on back of post - see detail sheet L-3.2 Sheet L-3.2 L�2 ■ 1 SIGNAGE UP-LIGHT 42 watt compact--- orn +t CFL142PL120-DB-9 - See Sheet E0.1, ES1.4 / MOUNT, #SM181DB-P flourescent �% and ES1.5 f, BLDGS. 5 - 8 ADDRESS �_- - 116 � Pent Legend NOTE: Quantities are for entire project REMAIN _�- KEY QTY BOTANICAL NAME COMMON NAME SIZE REMARKS �- TREES Grass Seed Mix 'Mountain Mix' Zwi Wildflower Mix Planting Rate: 5 -- 5 Malus 'Spring Snow' Spring Snow Flowering Crabapple 2.5"Caliper Common Name Variety �\\ \ Common Name ounds of ure live seed 10% Mountain Bromegsass Bromar In addition to the seed anwer mix, 15% Siberian Wallflower per acre, �- 6 Malus 'Radiant' Radiant Flowedng Crabapple 2.5" Caliper 30% Orchardgrass Paiute the following will be hydrosprayed on all 13% Perennial Lupine • 10% Canada Bluegrass; Reubens disturbed areas: 12% Rocky Mountain Penstemon � � �`\\� � y � rj � / 00 9 Prunus wrginiana Shubert Canada Red Chokecherry 2.5 Caliper 10% Sheep Fescue Meklenberger 12oa Perennial Gallardia �. 20°/° Tail Fescue Fawn Application rates per acre: 11% Blue Flax . 82354 Populus tremuloides 5I3 16 Aspen 117-2", 120-2.5 and 117-3"Caliper ° 1100 lbs. Biosol Organic Fertilizer 6% Baby's Breath,annual ` 10% Winter Wheat 6% Cornflower �- 200Ibs. Tackifier A 8109 Picea un ens 5I3 Colorado Spruce 20-10 20- 12' 32-14', ' 10% Timothy Climax 200 Ibs, Wood Fiber Mulch 3.25°�� Purple Coneflower ♦; � � \ W � • p g p 21-16, 16 18 High, 3% California Po t0 ` SHRUBS Grade A-Specimen quality. Planting Rate: 50 pounds of pure live seed per acre. 80 Bales Straw Mulch ppy ` ° \ 5S A D 1 G CS '�273 Cornus stolinifera Red Twig Dogwood #5 Cont. Substitutions must be apprcved by owner, 3% Cam Poppy %rF 1NE I 0 g g \ f 5 3°f° Shasta Daisy }� \, , \ \ �( w Cornus stolonifera 'Isanti" lsanti Dogwood #5 Cont. , s % \�\ .251 Freabane Daisy JH 55 Junrperus horiz. 'Blue Chip' Blue Chip Juniper #5 Cont. f .25% Blue Columbine A JS 49 Juniperous Sabina 'Buffalo' Buffalo Juniper #5 Cont. \ 25°/o White Yarrow ` ,,�Z. q ' H 39 Lonicera involucrata Twinberry Honeysuckle #5 Cont. '� \ \ \ \ 0-4 PA 20 Perovskia atriplicifolia Russian Sage #5 Cont. ✓ \ \\ ` I `\\ \ \ \ \, PM 20 Pinks mugo mugus Dwarf Mugo Pine #5 Cont. \ \ f \ \ `� w �\ �\ I••••y PJ 48 Potenfilla fruticosa 'Jackmannii' Jackman's Potentilla #5 Cont. 4 PX 107 Prunus x cistena Purple Leaf Plum #5 Cont. �/ APV 48 Prunus virginiana melanocarpa Native Chokecherry #5 Cant. 9'0',. ` `\ " 46 RA 46 Ribes alpinum Alpine Currant #5 Cont. / 0 14 \ \ �\ �• ` \� RF 30 Rosa foetida Bicolor' Austrian Copper Rose #5 Cont. \ Q� \ ♦ \ �\ `, \ \` Qom,'' RG 42 Rosa lauca Red Leaved Rose #5 Cont. _ \, RWS 861 Rosa woodsi Native Pink Woods Rose #5 Cont. �- - s° '� `\ �\ w \\� \ \, \.� \ / x Spiraea japonica 'Froebelii' Froebel Spires #5 Can(. � � f � \ '� \ `�i S \ �, '\ \ \ 3 S 43 Spirea bumalda 'Goldflame' Goldflame Spiraea #5 Cont. \ ` \ � , , • �� \ ;1 $ SN A 5 Spirea nipponica 'Snowmound' Snowmound Spirea #5 Cont. �\ Ass-0815 'Nana' r..►• \ � ���(3\ti � � \ . \� PX \ ` \ W . \ ` ' 4 ' . 1 16 Safrxpurpurea Nana Dwarf Blue Arctic Willow #5 Cont. j ,>.. \ ► \, \ 6 14 \ HO IX DE `\\ \ C� ASV 52 Syringa vulgaris Common Purple Lilac #5 Cont- ` \` \\ �. 1 , \ \ `• \ \ • '` CS �4' . . PS TS DS GJ 6 W Mou i __ \ \ 1 \ �Vv . 6 1 g� 8 8 6 8 305 Salrx monfrcola \.�,.,._,. rlC1.Yd 114�C..,� #5 Gc)nt. `\ \�\, I+11 ``� �\ ,\ \ yt r`\ ► P,! PX W \. \ 3 GO 6 +11.6 SP AS CB AY SX R� 3 HO AM ON CM EP 3 8 10 8 . • OWNER/DEVELOPER 6 8 15 10 10 SB - IL L w R \ \ \ \ Sk \ \ \ \ RF 6 VAIL RESORTS IkP\ \�\ \ `\ \\\ �\\ \\ E \ \ `\ �. 3x f . \ \ `\ \\ �'\ `\\� `\ \',� ,� ��* \� , RA IS LR GO PS Cl 7. • . 16 + r'' DEVELOPMENT )ett �\ \ \\ \ \ \ B L \ \�` ' . 5 ♦� S 12 10 8 \, �\ \ \ \ \, H \ \\.`\ �, \ 12 CI :t+0 ° COMPANY Sv 16'A6 5 •• AVON,COLORADO ARCI r ECT OF RIRCORD BARK MULCH \ 1 .+ �� 1 �-� AY AM CB CM RF DS Cl , t 18 !4, .rs \\\o w 10 10 8 20 15 15 . \ � \ \ � i—_"" cf\, "^, \ • �—y� `••�'� SN • • / �' Denver,Colorado SV ♦ , GG HO CS \ I\ \ 1 \ • 5 CS 1 ' R [� ' -R CS ^�!� �/� Go �' \ 1dASIf R&CANNER r \ \ ` — I, • ] PX 8 12 \ • •7 IS � S ' t � DESIGN 1RG-IITECf• W \ 3 4 k� \ � N RILL •� • 1 \ r I:A. � 16 ���" HART I HO)WERTON i 1Ar 6 ti` • ` • • �. i. • • • NEW YOM NEW YORK 1 • t ' s .. . .... ` SP 12 14' RA � � ' ; ' • • � '� •�• . .: ' \ � � • .` ''' 1 `+� , y�� 53'RUCTURALF3JG[NEER - ;� ► BARK MULCH _ ti ;e MONROEa�NE�a�r-.iLENCLNLM-.LNC -' 3 \ • 116 AVON,COLORADO CS . . • • SP SP 8 • r r,.� SV L7V P ♦ �6' j • ► I+dcfiAN GCLEeIRI NC G►NF 3 } f AVON,COLORADO 5 HO AM DS DN � • 6 18' • • . 1�' 1 8 10 6 f3 • r _ CIVIL ENGWMR RW Rc t ALPINE]ENGINEERING,[NC. YY ` PO NF _LR EP • • • g 1�1►�, vAJI,COLOAnIx) 4 AY SX 1 l 15 12 6 6 10 8 .. . . X14' . ...' . . � • 7 CB CX DS HE CS ♦ SD ON NF LR EP �,� PX PA- ' PROJECT NUXLBER. 20900.00 6 10 9 V 10 8 6 10 8 :It •' 3. f 6 5 4 JS ` ' . • •'.4 '. .' 4 . :: �- � NOTE: SEE SHEET L-6 FOR PLANTING DETAILS, SD PO NF LR EP � � JH 4 r~ � � �r:�� 4' LANDSCAPE NOTES AND REQUIREMENTS,AND ISSUE REVISION DATE r RG \ SV 10 6 12 10 8 3 '• PLANTING SPECIFICATIONS FOR ADDITIONAL • • SP • CS. •` �! 04 CONST DOC \ 3 AM DG ON SB pJ , • • • 15 �► 6 ' " INFORMATION. \ 8 12 8 8 PX SIB: T.., ' 5 2 .4. • JH" `'� :. \ r ��, FOR PERMIT 07.23.04 ` CS � ti ,.s- _ •• ` -BARK M. H BEDS �� 05/06 CONST DOC 08.13.04 \ PV 7 f . . .' Rt= 14' ` a 1.S SX .LR'DG. , 7 : ♦ i 1$' '.; r • 5A TUNNEL REV. 09.10.04 • r .. .�PA• Q • • 18 _ - 513 FINAL CD 01.0 5 E* IN CONST. 3.0 � .. ._r•7 ,��_ '>. " . . ..STEEI;•EDGEft • : ti R 5`P C �,�P� NFL'SS N • , \ 4� �, } .7• r < �. ` ' BARK ADDENDUM 5 05.16.05 EY QTY BOTANICAL NAME COMMON NAME SIZE • 4$1 - —° • ♦ - AY A�--CX 'DE NF••JX" PO .HE -- , ' r: �"� � � \ • .� } ASI 082 A.S,I.-0B2 04.14.06 'S ; 1;5 X5..15 . 10r�x'1 - ��' �o` "�Yrw APERENNIALS' #1 Containers• Provide bid al. , � t. for 4"°pots \ 5A X r ♦ ♦� ,'' r XISTIN T HOTEL N PING to p \ •SP ♦ � � r 14' �.'.- =� � 55 Achiflea Moonshine Moonshine Yarrow . • r�Y fi • A� ---1 AM 53 Aquildgia 'McKana Hybrids' Columbine • - • "��" AS 24 Artemesia schidfiana Silvermound � r n 1 � ' � �,�._ >•, � fi• _ � 12 `~! � Y � CX 97 Calamagrostis x acufiflora Feather Reed Grass S L CB 16 Centaurrea montana Bachelor Button 0 F VA it �♦18 12 �- _ \ _ CM 40 Chrusanthemum maximum Shasta Daisy r, Q��a[c Y - DE 126 Delphinium elatum Delphinium AA P P R0.z-- Plant Legend - O DG 109 Dianthus granitucs Granite Pinks KEY QTY BOTANICAL NAME COMMON NAME SIZE DS 66 Dicentra spectabifis Bleeding Heart Dennis Anderson iA�s0c•, — " t — 16i EP 155 Echinacea purpurea Purple Coneflower Landtcape a«ni,.�t�r. site Planning , ti Ri O �'1 ' SA GROUND COVERS GO 140 Gafium odoratum Sweet Woodruff K `�— P.O.Box 1987 Edwards,Colorado 81632 j.- �' 10, �': l M T Q 0 R _ _ --� Y� _ GG 47 Gaillardia grandillora 'Burgundy' Burgundy Blanket Flower 88 Aspen Glen `. �" DN 102 Delosperma nubigenum Yellow Hardy Iceplant #1 Cont., 15"O.C. Twang.. Spacing-(Typ.) c 926.7soo Fax 926-7201 4 ♦ GJ 35 Geranium JohnsonsBlue Blue Cranesbill 87°l daaia&omcestnet PROPOSED 2'x2' n HO 62 o t s i f LANDSCAPE \ '. PS 41 Phlox subulata Creeping Phlox #1 Cont`, 15 O.C. Tsang. Spacing-(Typ.) H s a e bo drana Plaintain Lily INLET-RIM - 8118 'Elegans Blue Giant' EXISTING MARRIOTT TIE INTO EXISTING SD 50 Sedum 'Dragons Blood' Dragons Blood #1 Cont., 15" O.C.Triang. Spacing-(Tip.) HE 188 Hemeraflis hybrids Daylily PLANTING �\ SEWER SERVICE 12 PVC STORM E iA 2�6 SLOPE TS 37 Thymus praecox"Pseudol.' Woolly Thyme #1 Cont., 15"O.C. Triang. Spacing-(Typ.) IX 29 Iris x germanica 'Fort Apache' Red Bearded Iris PLAN EASEMENT\ IS 74 Iris siberica Siberian Iris NORTH \ EC. 908760 ' ' '-� -__ 1� � ._.Y ... :'':;:'ti.•.,�,,;:•:;.,.•:. VM 82 Vinca minor Periwinkle #1 Cont., 15"O.C. Triang. Spacing-(Tip.) LC 26 Lychinis coronaria Rose Campion VINES LR 129 Lupinus 'Russell Hybrids' Lupine � L� � 8" 16' 32' S0= .\ PQ 12 Parthenocissus quinquefolia Virginia Creeper #5 Cont. Secure to masonry see detail NF 208 Nepefa x faasserlii Catmint Lliiiiiiiii 4 P 96 Papa ver orirrntalis Oriental Poppy SCALE: 1" = 16'- 0" RF 76 Rudbeckia filgida 'Goldstrum' Black Eyed Susan p �>tid 5B ANNUALS SX 89 Salvia x surperba Salvia D LDG S• 1 - 4 SB 131 Stachys byzantina 'Silver Carpet' Lamb's Ear(Flowerless) Plant Legend NOTE: Quantities are for entire project ' KEY QTY BOTANICAL NAME COMMON NAME SIZE REMARKS Grass Seed Mix 'Mountain Mix Wildflower Mix Planting Rate: 5 � � a TREES Common Name Variety ' Common Name pounds of_pure live seed 4 5 Malus 'Spring Snow' Spring Snow Flowering Crabapple2.5"Caliper 10% Mountain Bromegrass Bromar In addition to the seed and wi ower mix, 15% Siberian Wallflower per acre. �, � 1 Y` 304!° Orchardgrass Paiute the following will be hydrosprayed on all 13°!° Perennial Lupine < i 6 Malus 'Radianf" A Radiant Flowering Crabapple 2.5"Caliper 10°!a Canada Bluegrass Reubens disturbed areas; 12°!° Rocky Mountain Penskemon � � \ l 10% Sheep Fescue Meklenberger 12% Perennial Gallardia " ° Application rates per acre. 11% Blue Flax 9 Prunus virginiana 'Shubert" Canada Red Chokecheny 2.5 Caliper 20la Tall Fescue f=awn APP P ° 1100 lbs. Biosol Organic Fertilizer 6% Baby's Breath, annual 10la Winter Wheat 200 lbs. Tackifier 6% Cornflower �� ` -oe2 54 Populus tremuloides 5B 1G Aspen 117-2", 120-2.5 and 117-3" Caliper 10°!° Timothy Climax 3.25°!o Purple Con fl 200 lbs. Wood Fiber Mulch p Cone flower / \ \ 09 Picea un ens AA t 12', Planting Rate: 50 pounds of pure live seed per acre. 80 Bales Straw Mulch 3% California Poppy ,� �,� ` \ ,a► AsI_o8� P g Colorado Spruce 20-10, 20- 12, 32-14, 21-18, 16-18 High, Substitutions must be approved by owner. 3°!a Corn POPPY � ~ � � � � •\ \ SHRUBS Grade A- Specimen quality, 3°!a Shasta Dais /� Y 16 CSC 273 Corpus stolinifera Red Twig Dogwood #5 Cont. � .25°!a Freabane Dais i y \\ \ Comas stolarnfera 7santi' Isanti Dogwood #5 Cont. �, .25% Blue Columbine �� � i � .25°!a White Yarrow JH 55 Juniperus horiz. 'Blue Chap' Blue Chip Juniper #5 Cont. -� � I , TING A5JS 49 Juniperous sabina 'Buffalo' Buffalo Juniper #5 Cont. U ` \ \ H 39 Lonicera involucrata Twinberry Honeysuckle #5 Cont. PA 20 Perovskia atriplieifolia Russian Sage #5 Cont. f / '•, •.. C PM 20 Pinks mugo magus Dwarf Muga Pine #5 Cont. .- �,_ � �- � ! �- ,� � \ � �\ � Fi �, F *t� Pi 48 Pofentilla fruticosa Jackmannii Jackman s Potentilla #5 Cant, _ i� f \ \ M PX 107 Prunus x cistena Purple Leaf Plum #5 Cont. 16 48 Prunus vrrgrnrana rnelanocarpa Native Chokecherry #5 Cont. f r w\ 1 t \� \1 g 6 O PLACE TOPSOIL AND /� \ • • ��}�4• \ 16' W-111 ° RA 46 Ribes alpinuna Alpine Currant #5 Cont. '-REVEG WITH NATIaf� ` \ .� RI= 30 Rosa foetida 'Bicolor' Austrian Copper Rose #5 Cant. M-IXAS NEEDED \ ♦ 1q" RG 42 Rosa glauca Red Leaved Rase #5 Cont. RW/�61 Rosa woodsi Native Pink Woods Rose #5 Cont. ASI-062 5piraeal•aponica 'Froebelii" Froebel Spina #5 Cont, STEEL--= � � `` d' �'� J\' � \����,\ Q P � � � w- ,-� ` • CS w O S 43 Spires bumalda 'Goldflame' Goldflame Spiraea #5 Cont. EDGER � i� s � •�l w • ' � � \ 10 H '� • • 10 - .Ayy . ♦ � �r SN 55 Spirea nipponica 'Snowmound' Snowmound Spirea #5 Cont. _ y�X �' - �. � �' '+ \- ° 14 JS (Junipers) '�✓ f" � � �' � 18 11 i5 Salix purpurea 'Nana' Dwarf Blue Arctic Willow #5 Cont. �� _-- ��'�\�` �= �,� 4; ♦ ♦ 1 ONlWA�LLS 12 A SV 52 S rip a vul axis Common Purple Lilac #5 Cont. SA-Rj pgUL-CdI� \ �''Fi X14 12 \ � G. � � CS (Dogwoods) Y g g � 305 Salrx montrcola Mountain Willow #5 Cont. \ w _r RF $ TS SD LR DG 16' ` 9 ANNUAL SV 14 7 10 10 12 \ 1 6 3 ♦ SX SI3 H -7 GG Sg 1� 1 FLQWERS / 8. _�� � ! 1� �� � � \\ \ � �� � . �'` `� . � \ • � W • • • .�-.'.�. R�fY •. • • UWNf:RJDF.VEI.OI�:R _ � j ��� c�O �" �-- � �- � , \�.. � �� -�\ � '` �� �. �• , �. 16' -�� •-• :6• ••-- V.AIL RESORTS \ PX PV HO EP IS PO Ds CI . . • ,. DEVELOPMENT = J �, \, \� 3 7 7 e 9 8 10 7 7 • 7 J 1 �3 COMPANY \ • `� 14♦ TS SD LR DS 7 10 10 7 _` , - SP AVON,COLORADO 3 • 1 ~ �G S A� i" 7 10 10 7 CS 7 ARCHITECT OF RECORD ti �N \ \ HO EP AM PO 9 1, SX SB IS GJ 9 8 10 7 1$" \ SE b Nl 16 CS 1 A FA SJ \ \ \� $ PX ` • •. \SP 8 / CX QE R. ♦16' S , .: :.RF. SP 6rr.c,uwe 12' PV • SN 1 .t t PJ . 8-.\- Denver,Colorado LR AS DG DS 0 Y. 5 f 1rASTFR�P1 MNER VM DG DE 10 3 15 7 CI - _ J �X '_" • DESIGN ARClirrFCT \ Pi- 4 DS RF IX NF SN 6 HART HUWERTON w \ w 14W 15 15 12 3 ' `f_ y �* GJ RF HE NF 7 8 12 10 fi. R. CS - NEW YORK,NEW YORK \ *\ \ 5 \ 7 10 15 10 '" ''� CS• 18 ~- • ' -- W CS ♦ P R AI.T.1 < 'N :tai '� N ;� �, >' F 'ti siRUCluRU ENGINEER 9 MONROE&NEWELL ENGINEERS,INC \ w 1�` 5 � _ ,r-- % �. 5:8..; i' fj -�S3 y r ♦ 2 \/ CS - • • /, f / • e P' 3 ' • • �� 1 '. • • 1 1� AVON,COLORADO \ 7 • , \ \,• �, �' F, � \ W w S� TS HO LR � - �. �\ � .� .•5- •rte,. � 10l ��\ 1 i�MCIIANICAI.EI.EG7RICAE.�IGTN FFR • / ' r • • ` ' • _ 1 �/ M-Ii ENGIN ELKS.INC 10 7 ''` �' `. -GA N 12' RW CS `'` AVON,COLORADO ` TS PS AM f`'} p' � '�. G11J� 30; ' • • ` p e11PINFIVIL ENGINEER INC. \\\\� 8 7 7 • 15 121 ♦u Ji F �� r I • • * { T NISI Df�? O CIVIENGINEERING, S. C _ 13 • S �, If The Ritz-Carlton Residences have not ' � _-� vAIL,cOLORADG ' 5J DS 5GG 8E NSF 13 . A / CS pulled a permit within 12 months of the • 4 � h �� � Gore Creek �� \ t RF SN �\ • r� AY 0 HE SB f e Residences Certificate of �� ,� PROJECT NUMBER. 20900.00 6 •\� �,, ��` 10 15 0 12 10 Occupancy, then the Gore Creek 3 � PO NF RF J Residences will provide and install noted � �� I I 10 10 10 15 10 ssui REVISION DATE 1�' \ • PX �;� • ��f : � > .� ` = J landscaping in this area l 88,LG Ef7 .RF _ .: H-Fc t R`f?l`r.. • �� 04 CONST DOc • • 14' \ HO IX DE SB ' ' .CX"-NV ' ' ' ' %ti z,Y::� � • :� 7 3 l G � KEY QTY BOTANICAL NAME COMMON NAME SIZE CI 3 12. y'l] l` 3 8 7 10 , �, - Yr" �r FOR PERMIT 07.23.04 ♦ .YYY \� PS TS DS GJ fi `: . r ,'., �Yt >: � Ole MA PERENNIALS 05/06 CONST DOC D8.13A4 14 ' #1 Containers. Provide bid alt. for 4"pot 18' 8 8 s $ - : ; S • , S ,.. ,l! "`�` , .� �O V. AY ' s FIX Achilles Moonshine Moonshine Yarrow 5A TUNNEL REV. 09.10.04 • ♦ 12' GO .f .. - �. • •. •� ^�F� ��{?� �� � � � � � AM 53 Aquilegia 'McKana Nybrrds" Columbine �'` r 5g F1NAI.CONST. 01.03,05 CS • ♦ 7 ♦ A"16' f r ��-- L AS 24 Artemesia schidtiana Silvermound r.; AY SX 6 RW ' 1 •s 18" �' ` ' ` -'_�� CX 97 Calamagrostis x acutiflora Feather Reed Grass 13 ADDENDUM 2 01.19.05 • CB 16 Centaurrea montana Bachelor Button ADDENDUM 5 05.16.05 10 S SB . • ♦ c r f sr"' CM 40 Chrusanthemum maximum Shasta Daisy P)( - 'apt '� DE 126 Delphinium Blafum DelphlnlUm ASI-082 A.S.I.-082 04.14.06 • r, . , DG 109 Dianthus granitucs Granite Pinks i:o� Vail ` NOTE: SEE SHEET L-6 FOR PLANTING DETAILS, DS 66 Dicentra spectabilis Bleeding Heart • �fi ' O CI . ,: V'. -_\\ tQ -� LANDSCAPE NOTES AND REQUIREMENTS,AND EP 155 Echinacea purpurea Purple Coreflower 5 , PLANTING SPECIFICATIONS FOR ADDITIONAL GO 140 Galium odoratum Sweet Woodruff PV �' INFORMATION. .��� �� ,JH t 5• l . KEY QTY BOTANICAL GG 47 Gaillardia grandiilora 'Burgundy` Burgundy Blanket Flower DE-SIGN RE:" 7. I NAME COMMON NAME SiZE GJ 35 Geranium 'Johnson's Blue' Blue Cranesbill Dennis Anderson iflEsoc•, STAFF APPRCJ , • • , 4, / Lendstepe Architecture Silo Plonning - ♦ �-� 7B ;'1 A51 H0 62 Hosts seiboldiana Plaintain Lily GROUND COVERS `Flagons Blue Giant' P.O.Box 1387 Edwards,Colotado 81632 14' 98 Aspen Glen HE 188 Hemerallis hybrids Daylily (970)926-7200 Fax 926-7201 s DN 102 Delosperma nubigenum Yellow Hardy lceplant #1 Cont., 15" O.C. Triang. Spacing-(Typ.) IX 29 Iris x germanica 'Fort Apache' Red Bearded Iris daaQoamcasl.nel f� ads I \ IS 74 Iris siberica Siberian Iris 9 \ PS 41 Phlox subutata Creeping Phlox #1 Cont., 15"O.C.Triang. Spacing-(Typ.) LC 26 Lychinis coronaria Rose Campion I y �` \ SD 50 Sedum 'Dragons Blood' Dragons Blood #1 Cont., 15" Q.C. Triang. Spacing-(Typ•) , LR 129 Lupinus Russell Hybrids Lupine LAN D S C A P E \� TS 37 Thymus praecox"Pseudol•' Woolly Thyme #1 Cont,, 15"O.C. Triang. Spacing-(Typ.) NF 208 Nepeta x faassenii Catmint off, �• J PO 96 Pa paver Oriental Pa NORTH PLANTING VM 82 Vinca minor Periwinkle #1 Cont., 15" O.C. Triang. Spacing-(Typ.) P Poppy RF 76 Rudbeckia filgida 'Goldstrum' Black Eyed Susan PLAN a i � VINES SX 89 Salvia x surperba Salvia �/ � r � ► � PQ 12 Parthenocissus quinquefolia Virginia Creeper #5 Cont. 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GORE CREEK \r\4 y f \ 66 Y/ ' � W ! F p9 1 BUILDING 8 t y ! - = UNIT BUILDING 7 1 W r 1 UNIT 2 z > r P - UNIT 3 � � � � `� - • ` � ,� � �"� _ d B UNIT 4 1 f 1 \ 80NDi< —MODIFIED)r BUILDING 61 BETWEEN SCO PTAR CRICK/,, 11 �■/ SLOPE 1/4"/FT, - f f 4 RE: D/A507 1 0 - PATCHING NOTES I UNIT OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT UNIT � � � � ` i COMPANY AVON,COLORADO BUILDING 5 d } �0'°d, ARCHITECT OF RECORD P I _ 1 � UNIT `—` � - ARCHffECTl1RE • — _'-��_ I ,'1 / � f 1 5 DRAINS & SLOPED CRICKETS WALL ELEVATION CHANCE. RE: 1 Denver,Galarada (CONCRETE) AT STRUCT. DECK 1/A201 . 1 t, 1 RE. PLUMB. AND CIVIL MASTER&CANNER HANDRAIL @ 36" ABOVE RAMP. 1 AS�2 DESIGN ARCHITECT TYP. BOTH SIDES OF RAMP AND 1 HART I HOWERTON UNIT 8 F1Q '1 �' NK JQ`N I STAIR. RE: 1/A201. 1 NEW YORK,NEW YORK N� STRUCTURAL]ENGINEER MONROE&NEWELL ENGINEERS,INC AVON,COLORADO y MECHANICAL ELECTRICAL ENGINEER M-E ENGINEERS,INC I AVON,COLORADO \ 1._1 i C•v �_ F pro / CIVIL ENGINEER I 1 ALPINE ENGiNEERING,INC. Qty / VAIL,COLORADO /f SLOPE 1/4"/FT, TYP. // PROJECT NUMBER 20900.00 O J RE: D/A507 /f ~ FOR PATCHING /1 � ISSUE REVISION DATE NOTES 04 CONST DOC FOR PERMIT 07.23.04 / 05/06 CONST DOC 08.13.04 f / PROVIDE CRICKET AT STRUCT. / f / / 5A TUNNEL REV. 09.10.04 CONC. LEVEL FROM CURB TO END OF WALL, RE. E//A508 FOR FINAL CONST 01.03.05 W.P.M. AT FDN. WALL EX P. J JOINT / ,/ / � 16 ADDENDUM 5 05.16.05 A.S.T.-082 04.14.06 op 00 ► ow so EXISTING MAR R I OTT X11 dwd� �� PARKING r ENLARGED � , sz STRUCTURE MWN OF VAIN PLAZA 1 ' / DESIGN REVIEW � 1 i / STAFF APPROVAL ./ PLAN BUILDINGS 5-8 DATE: ,r, r _ ENLARGED PLAZA PLAN - 1 BUILDINGS 5 - 8 SCALE: 1/16" = 1 '-0" N © 2004 42140 A I INC_ E. RA NDAL JOHNISCIA N , f V z F-4 wo >4 14 14.6 15 16 16.3 17 T.O. RAILING T.O. RAILING BEYOND T.O. RAILING EL= 43" ABOVE TONE CAP EL= 43" ABOVE STONE CA EL= 43" ABOVE ST NE CAP FDC HORN AND (TYP.) I I (Ty pp I PTD. STEEL GUARDRAIL (TYP.) I STROBE MOUNTED T.O. SLAB CAP AT TOP OF GARAGE APPROX. FINISHED GRADE TO 6"x6"x3/16"T5 STONE VENEER EL= VARIES STONE WALL (PT-01) Q (RE:LANDSCAPE) (R PATH BEYOND r (RE:MECH) WALL (RE:CIVIL) (RE:CIVIL) [� V CONDUIT TO BE I w CONCEALED INSIDE " `''• NOTE: T.0 C.I.P WALL 6 TS. AND BEHIND I I BELOW STONE CAP EL., TYP. f w STONE VENEER (RE: STRUCT. 0 I IT.O. LANDING STAIR BEYOND I I I I STONE VENEER SUPPORT ANGLE (GALV.) - 8114'-10" 6" TO 18" BELOW FINISH GRADE ELEVATION (TYP.) {R\ ) — II (RE: STRUT.) I I I I I III I OWNEWDEVELOPER TUNNEL - NORTH ELEVATION VAM RESORTS TUNNEL—ELM02.dwg DEVELOPMENT COMPANY AVON,COLORADO AgclffrECr OFI80ORD � J D MASIM PLtiI DBSIGNARCUrrWr HART I HOWERTON NSW YORK,NEW YORK 31 32 33 34 35 36 SMICTURAL BNca4m MONROB&NEWUL ffi .INC AVON,COLORADO MECHANICALBLHC'T ALBII Pic BUILDING 8 4'-112" T.O. STONE CAP II AVON,COLO AM AVON,COLORADO BUILDING 8 BUILDING 8 EL=8126.4' I I I I CM TUBE STEEL GUARDRAIL ABOVE APPROX. FINISHED GRADE TUBE STEEL GUARDRAIL ABOVE WOODEN LIGHT POST RETAINING WALL PAINTED BLACK, OF LANDSCAPE BEYOND RETAINING WALL PAINTED BLACK, I Vau'coLORADo WITH STONE BASE RE: LANDSCAPE. I" T.O. STONE CAP RE: LANDSCAPE. { (RE:LANDSCAPE) TOP OF 12 CONC. 1-1/2" DIA. TUBE STEEL T.O. STONE CAP T.O. STONE CAP SLAB BEYOND EL.=8123.7 HANDRAIL PAINTED BLACK. I PROJECT NUMBER 20900.00 EL=8121.8' ' ' EL.=8121.8' if TYP. BOTH SIDES OF RAMP Z I I Q ISSUE REVISION DATE m LLI 04 ONSr DOC - - _ - - OR PERMIT 23.04 - - - - - - _ NOTE: T.0 C.I.P WALL 6" 05 CONS!DOC 08.13.04 STONE VENEER WALL BELOW STONE CAP EL, TYP. - - - 7 BEYOND (RE: STRUCT.) ® TAI- REV. 09.10.04 ®FINAL CONSf 01.03.05 COMB. AIR PIPE --- ---- f -- -- — _ - _ = 16 ADDENDUM 5 05.16.05 S P O. STONE CAP A.S.I.-M 04.14.06 T. T.O. PEDESTRIAN =8112,8' RAMP, RE: CIVIL. � I IT.Q. STONE CAP = STONE VENEER SUPPORT ANGLE EL=8119.2' (GALV.) 6" TO 18" BELOW FINISH GRADE ELEVATION TYP. T.O. STONE CAP - RE: STRUCTURAL. ( ) I I I = 1.04% OPE 15 r i I EL=8118.5 - ,� ==,T - I 4.0% SLOPE LIGHTING, RE: LANDSCAPE 1% SLOPE J�1 WALL AND HANDRAIL SAME I _ _ — — � - - - — ~ " -- — � � ~ � � TBOTH SIDES OFSTAIR 1.5% SLOPE RE:GRADING LAN EL=8107.25 EL=7.75 RE:GRADING PLAN A I— TUNNEL - NORTH ELEVATION TUNNEL 1 1/4" = -0" TUNNEL-EMI.dwy NORTH RAMP ELEVATION A201 ® 2004 42140 ARCHITECTURE, INC. 0 MRS CoQ'I"�f-L P4& SNOWMELT ZONE SCHEDULE S AREA SERVED AREA (SQ. FT. LOAD (MBH FLOW (GPM) MAIN SIZE CgNERAL NOTES: t. CsAS SERVICE TO THE CO!'1MON TI�WEL // / // / � 1 BUILDING 1 1938 242 25 2" SYSTEMS AND RESIDENTIAL UNITS WILL O A NEW BE PROVIDED 2 BUILDING 2 2125 266 27 2" PRESSURE SERVICE NEARD RE T14E BIKE PATH. RE: CIVIL DRAWINGS 3 BUILDING 3 2227 278 29 2" 4 BUILDING 4 *-t-P 2185 273 28 2" FLAG NOTES: K � � , j /i // /iii � / / `� �► [�] 5 BUILDING 5 1747 218 18 1-1/2" [D SNOIM"IELT EXTENDS 2 FEET PAST INTAKE it 6 BUILDING 6 1758 220 22 1-1/2" a //iiifi �� ` o OO Z Q 7 BUILDING 7 1760 220 22 1-1/2" O ' i ==== =j j j// / _ ' w �•1 8 BUILDING 8 Q2338 292 30 2" J / — i %/// / _ - S 4 A 9 GARAGE ENTRANCE 3357 420 35 2" RT{ L1N 40" MBH 10 GARAGE STAIRS 222 28 2 3/4" _ r J f _ — / / / / i PRpp ' _ ! ► 4938 C 44 00 k l O TOTALS - 19557 - - 4" � -` f J r- J � — � � —i / - ► '"� 194 MBH ► SZ-9 L CONTRACTOR TO VERFr LOOP LI WSM J — \ — - ��g0 r — J �`r� — J / W 980 c>=H 'ev Z B&ANCE EAC14 LOOP N GIVEN MANFOLD RELATIVE TO LONGEST LOOP ON MANIFOLD PER MANFACTIIRER'S REQUIREI T6. �i — r — — r - II ` 3. MAXIMl1M OF 5 LOOPS AT 250 FOOT LEM"PER MANIFOLD. f � _ / � / `� � —_i � � � � � � � r _ � `�� � + MwM r 4 RADIANT LOOPS SIB'hd9U AT 10'ON CEI+ITER / ,\ 194 MBH S W ,94 MBH O � \ V � SW 0214 34* z 194 M514 33 ,* �y r- 194 MBH / / / / / � �� � � ' - 'J � �' / 2338* `► / / , _ _-_ J ° - O p ,94 MBH S r � � ,94 MBH SW W� ` NOW�ELT T °w� ro 1"14* ,. 814UT OFF VALVE. RESIDENTIAL GAS �� VAM RESORTS / O � - ' METER LOCATIONS (TYP) 4 M 1 ' DEVELOPMENT - - o p 4 98m .- 1 \ COMPANY 1134 M5 \ - — - - / ' C" GFH 33* \ ` / / 1+ AVON,COLORADO SZ-, i SZ-b exctuTscr oP aJlconD r ' 194 MBH ,' � n4,* 1 / / 1 / � l ® FAd / ' ■ lei Ord* ,94 M814 ,� I `� I \ E i Denver.Cakfflido � r MASTERPLANNER DESIGN ARGMUCI' HART HOWERTON O` ,9d MBH � � �\ s S � � � / ' / / NL3W YORK,NEW YoRx y ; r '194 MBH 48* \ 9e0 STREKTURALENGINHER 1 980 CI=E �` / / / / / / / I / MONROE&NNNEWH[7 � INC / / �[-E EALGINEEIlSy INC ,94 MBH � �,9d c�H ��- - 2221* CRETE STAIRS wi 1 SNOWAAELT PLAN � / / / / /;/ 1 / ;� AVON I t 980 CF-14 bb* ® G ^ SNOW"1ELt M3.1 SCALE: 1/30' 1'-0' / / / / I // CPALENGINEER / / / / ALPINE ENGINEERING,INC ti194 MBH _ 2 NORTH / / / / / a/ / VAIL,COLORADO I ,980 PROJECT NUMBER: 2(x)00.00 RE: ARCH -, - - � /. DETAIL 3 1A4. 212 * - - - _ \ / /`l / / / y (TYPl //// ISSUE REVISION DATE _ ---,� ,--- --^' / I / I / / � — 01 PROGRESS SET 06.14.04 1 r --- ------ _ \ J 1 J -- L f / I � 04 CONST DOC \/ J X-' HYDRANT FOR PERMIT 07.23.04 __ I IOW"IELT ' - LOCATION (TYP-5) '' / / / / /' 05 CONST DOC 08.13.04 MANIPOLD y SZ-I SB IN-PROGRESS 11.22.04 y ,\ / 5B FINAL CONST 01.03.05 J e ADDENDUM 5 05.16.05 \ ` \; ' / l II l / / f � j' �/' ASI-082 A.S.I.-082 04.14.06 \ TANKS OPEN CRATE STAIRS W1 f �\ \ - -- ` SNOIM'1ELT IN SLAB BELOW co N, ` \ � � SECURI KEYPAD \ ` TE S KEYPAD �� SITE r �1 i `, MECHANICAL �, rt r � - \ r �` ; \\ \\ / PLAN 1llARRlOT OEM Mffk;L* \ .O — — _= -- — — p.o. $oat sx�; >quvau, M3wl PH: mo)1"4M FAX. )1"- 2OU 42140 ANC1111EC1 AL W. w Q KEYED NOTES: 00 RED e��,.....,�s ?o iL Io Z o Z� ZN ?N —Z ?� �� _ .°.•• ';Tell �-w w w w w w i-w w w w UIREFER t0 LANDSCAPE SHEET L-3.2 DETAIL 04 0; pARAF •• to TORK PHOTOCELL = U J -i _-a 2 J z-.i =_1 *J 1,j O ! ;o 2101120/211 l'7 U �] l'�U L'1i U 0(} lh U l� L_'j q w J D q 9 q —4 -q D� � (DUPLEX OUTDOOR ELECTRICAL OUTLET) FOR 33309 OR EQUIVALENT Q w A w Q - s MOLINtINCs REQUIREMENTS. 9 BYPASS. r 1 w w w w w w w w w 0REFER TO LANDSCAPE SWEET L-32 DETAIL 01 3 q�y 4 4 V 4 U A 4 U -40 -4 U 4 U 4 0 (ADDRESS MARKER)FOR MOUNTING REQUIREMENTS. • Bog o� o �' o� o� o o o� o o �ly AUTO I I a a p a p a Z p zz zzp q q ❑3 PROVIDE PHOTOCELL ON PHOTOCELL OFF CONTROL L _--__--� J 4 4 4 1 q 4 d Q 1 4 Q N N FOR SIGNAGE UP-L IGWT. LOCATE PHOTOCELL TO 41,g O b FACE NORTH. SEE SWEET ESIA FOR CIRCUIT CONTINUATION. WAA. SWITCH MOUNTED I l IN COMER OF L IG1-IT ING I I 120V CONTACTOR I LCI o NEUTRAL .4 al r o7 m r m � \ , ` r 1 �I 0 cla n Cv (V m tLl L/l ct► rL1 q 1 SQUAB D LIC�1-ITINCs � � � � Q- IL 1L !L 1L [L I � G X. CONTACTOR TYPE 'L' _ _ _ _ _ � _ � _ � c0 � $��� OR EQUIVALENT (TYPICAL) 0 V EXTERIOR LIGHTING PH TOCELL ON PHOTOCELL OFF WIRING DIAGRAM E815 NO 8ALE - i 1 � S Z dop r ` OVG'NLR/DLL LiLOPI�i r 1 a ! w 2 NPR-19 �� __ - i1 VATL RESORTS , DEVELOPMENT — COMPANY yfi 3-23 /� _ A. I �f AVON,COLORADO ARCHITECP OF RECORD doo FA pw --- j' /✓= Denver,Cok ado g2} ` ,%� -53 S I.5 WP3-25 MAS7L R PLANNER DusicN ARCylrur I % _ti !i- =- 1 HART I HOWERTON NL1�4"YORK NEW YORK STRL ITTR.1LLNGINEIR WP3-2-1 MONROL&NEWELL LINGINMRS,INC AVON,COLORADO MECHANICAL UL LING L r �HP3-29 ���_ � /// COLORADO IN LaI � �— � `� AVON,c.OLORADO CIVILLNGINLLSR ALPINE LNGINIW1UNQ INC SEE SHEET t ` �~1----~_�- 1� S2 2 / ` VAIL,COLORADO ELI FOR CONTINUATION ►�• WP PROJECT NUMBER. 20900_.00 _ ^ ' _ .0 X82 ISSUE REVISION DATE 04 CONST DOC FOR PERMff 07.23.04 05 CONST DOC 08.13.04 I i/ 5A TUNNEL REV. 09.10.04 T t _ t � i � IN-PROGRESS 11.22.04 1, % 5 FINAL.CONST 01-03.05 t r � � 1 r : 1 1 / 16 ADDENDUM 5 05.16.05 °i 1 / A t` j I-0 2 A.S.I.-082 04.14.06 1 C� l- LANDSCAPE LIGHTING PLAN f f tf t r�4 H-6 ENQfNEERS, rNe- ELECTRICAL LANDSCAPE LIGHTING PLAN oa4��. s�AV a M. surrE ES1,5 E815 SCALE: 1.30'-0' P.O. SOX 5140, AVON, Co. 97620 NORTH PH: ('10)149 5000 FAX. (110) 141-110 A tJc 2004 42140 ARCHITECTURE, INC. SPA UPGRADE 1 2 05 VERIFY W/ BUYER 4 OZONE TREATMENT i 4'-7y 9'-0" 14'-2" 1 � 313 CL PIE - FRAME COL 13'-3" 14'-0" -13/4 N N - - - - - -PIER IQ FRAME COL ' 3., 4'-4Y4 w 9,�0„ -4Y4^ 8'_7)/2° - - - - 1 33 J4 FRAME COL A311 COVERED TERRACE c' 8005 , "t PIER �a A314 FRAME COL 4'-6" ONC. SLAB ON GRADE SLOPE DN 1/4 "/FT o rr � w O SOUTH. INTEGRAL COLOR, BROOM FINISH N 33/4, CONC. SLAB ON GRADE SLOPE DN 1/41 /FT � � O MATCH SI E CONCRETE SID WALK & SANDS TO SOUTH. INTEGRAL COLOR, BROOM WISH ` IN TUNNEL P CKAGE, TYP. 00 TO MATCH SITE CONCRETE SIDEWALK & BANDS 7'_7Y2„ '" A IN TUNNEL PACKAGE, TYP. - _6 8'-7Y2 4'-4" 4 Q� 1 5'-8„ AS Q A535 ' - .,COVERED TERRACE A535 �, K �� SIM tv D / B004A � � � � � � O —11 3'-4" q' REFER TO ZENA ID PACAGE 1 o h�l u 9j J ♦ I FOR REVISED FIREPLACE 1 I K _. — Isom INTERIOR ELEVATION. , A / K LMOMENT FRAME 7m 11 A007A RE: STRUC I �,.� Lo W w +.� i 1/ D _ _ it �r I 1 FAMILY ROOM K N R I I �] BEDROOM 2 X. s I � z ` W C) kn � A005A A315 I..I I —� A905 � 1 I _ 4'-6 4'-7 �1 L 11 11 IF-A315 1 'CLIPPED STAIR 2'-4" 2'-5- Y2 Y2 0 � I ! . _ �� NOT APPROVED o L Q 1 BEDROOM 2 1 I BAI BUILD PACIKAGE'R 2'-1 ill _ FAMILY ROOM I �I�1'E CEs I Taos si-067 / � Aoo� 2 L 41-06 80068 / A905 1 40 � Mft` 812 - @O OWNER/DEVELOPER� , N1 0 B003A N CPT VAIL RESORTS L: M.ECCCESS _ — H `�' L „ 3'-13/4" 2' 5Y4" 1'-7Y2 3_ �3/",.- 13'-a" — 1�'-6Y2" R 1 STAIR 1 007A BATH � C.3 DEVELOPMENT aoos 1 , TI LE eoo7 CPT I M, J \ 1 = I Q RE: INTERIORS c� COMPANY A0059 '-367 I 1 ---� 1 �' "CPT I '-5 AVON,COLORADO 1 — ARCHITECT OF REr'ORD C — NINE MEN MEN MEN NINE � OWN 11011 A4A — — S-5" Q, L _ ILE _ - 1 - o % } 00 I E 1 I BATH 2 CPT I ` 1 1 M 1 A811 M wacHnT-cruRE N ® STAIR 1 FLEX I 1 W/� 1� STN STAIR RAILING REVISED '� Denver,Colorado F - 1 M Aong 1 , 1 1 M1 RE: ZENA SPACE N o � ; I J N TN 1 1 �I � 1 UP 9R �, � MASTER&I,ANNIER STAIR RAILING REVISED DE.SIGNARCHITECT 1 1 N � � � mom � � � RE: ZENA 1 I � HART I HOWERTON Q N 1 1 STN BEDROOM 1 Q 1 N i NEW YORK.NEW YORK N WD. — 0. PLYWOOD SUBFL n N STRUCTURAL ENGINEER 1'-7Y2" 6'-8" n N - BEDROOM 1 M 1 o LOWER Ula 1 9R L.- -12'-0" MONROE&NEWELL ENGINEERS,INC cI� A003 ENTRY , M 1 M 1 B001 A O 3'–4Y4' N MECHANICAL ET_EOC_MCAL ENGINEER MEN mom /� 11p AC LESS B8c D/A51 1 M-F.ENGINEERS,INC ' 1 M 1 I I-087 R?: MECH AVON,COLORADO rn STN JNFINIS ED `� STN CPT T.0 PLYWOOD SUBFLR " T.O. PLYWOOD SUBF R i x CIVILENG[NEF.H EL.= –13'-0 1/2" ALPINE ENGINEERING,INC. U Q1 EL. -12'-0 � STORAGE =N _ CPT VAIL,COLORADO 1 2' 0" A001B F aoio 1 M1 2° 0" LOWER 8008A BQa8B --� MECHANICAL _N T.O. PLYWOOD SUBFLR ENTRY M A312 '¢ ` 4'-gY2 I� m � � A901 Ap11 ¢ EL.= -12'-0" �i \, __ _ U �, PROJECT NTJN[BER 20900.00 B&D/'A511 _2Y2„ C STN ti" MECHANICAL 80098 c 001A STN TILE 1 OD REUIMECH LESS T07B Mz r ' ca _ LE A31 2 ISSUE REVISION DATE A003A 1 I I = B 09A I CRAWL SPACE o R ENCLOSURE r A003B �„ N 1 ACCESS BATH 1NA �- a , B L — M I -9Y 07C T07 P ' T08D N N1 N N ,. - - - Q A I .. �, DUMBWAITER I I N 1p N1 N TI � �I-Q571 D DUMBWAITER- 1 1 ASI-067 11-09-05 ,. SIM D N Asi-al;, 0 AO 6 `, � BA�z 1 I A901 8C � \ �� C T.O. C04 CRETE " " ! A51 1 N 1 , EL.= RE:1/A001 I N N 2 -3° 4'-11'" 3'-1" 3'-8v2" 1 -10Y2 ' 8'-63/4" 5'-6Y4" 2'_33/�4'j 2'-0" 2 -5Y2" �9'-8" 4' 7Y2„ _ PLAN NOTES: a T.O. CONCRETE 1 . REFER TO EXTERIOR ELEVATIONS EL.= RE:1/A001 FOR WINDOW TAGS. �. 2. DIMENSIONS ARE TO FACE OF C DASHED LINE OF DASHED LINE OF STUD OR TO CENTERLINE AS BUILDING ABV. L � BUILDING ABV. INDICATED. A511 4'-5Y2" �'-10Y2" 2°-4° 3. 2X6 AND 2X4 WALL WIDTHS ARE 13'-4° TUNNEL PLANS GRAPHICALLY INDICATED (U.N.O.). RE: 1 /AO© 1 4. REFER TO INTERIOR DWGS. FOR ALL FIXTURES, APPLIANCES AND FINISHES. LL J 5. REFER TO SHEET A611 FOR WALL 1 f. EFER TO SHEET A711 FOR DOOR 1 SCHEDULE. A313 TUNNEL/' DNS A311 � —1 �, 7. VERIFY THICKNESSES OF BUYER REVISED TILE/ STONE FLR'G, TO ASSURE FLUSH INSTALLATION W/ ADJACENT FLR. UNIT A UNIT B FINISH, TYP. BUILDING 1 A314 GARAGE LEVEL PLAN COMPOSITE 25'-11 14'-1Y2n 26'-7" R1 ss 5/BR1 7Y2 � , , GARAGE LEVEL PLAN 1 (:2 3 4 114" – 1' 0" AFPOI.dwg © 2004 42140 ARCHITECTURE, INC. 1 2 3 4 4'-7)4" 9'-O" 14'-2" NONE Now mom _ mom mom _ _ .. mom _ mom mom INN now NI N ► 13'-3" 14'-0" ♦ r 1 a 44'" 1 a or- ♦ U 1 d I 1 TERRACE: I N 1 RANDOM PATTERN SANDSTONE I - - ` � � ONE �" � ! m � Q I 13 I OVER 1 � SLOPED LIGHTWEIGHT 0 N { II CONCRETE SLAB N - � PIER - - ° 1 EEO rL A521 ` a 1 POST U 111 4' 9�-0" 4'-4)4" 8'-7 " ONO IN I NOW mom WIN ONE ow OWN 1111111 ONE END Now 1111110 NONNI N r DECK 1 I1 slat 1 1 O.H. PER 1 iv ei'-0 7'-7 ° 1 4'-6" 4'-6°li I 4'-*" 4'-2" 1 1 A521 1 rL E COL 04' 4 � 1 o 1 aSIM I K L.4'-4 I 12 -11)2" I I ao i 1 A535 Q� 1 DECK 6'-2" 6'-sy2" i I tea, .. � � � � � � � �.` . 6. SIM 1 u°e N 2 I .0 I ♦ 1 ♦ I A535 `♦ 1 I GAS FOR r � � � NON 1 Q K A535 GRILL (� O 1 I - i -� - 0.3 w p 4 i m 4 4'-,0)4" 4'-p " S � ♦ 1 ` .. T � � N �� w ' 1 ��3ti U wwo.. 1QBA ..� r EMR TO ZENA ID PACKAGE i GAS FOR j, ♦ ! FOR REMASEO FIREPLACE `� I ♦ ` `�� 1�1 It 1� GRILL ti r I INTERIOR ELEVATION. '"� i �' r1■1 w B I M 1 ' 1 A A535 K 1 v A107A , 1 FLOOR Ik r. � .i . . .�..- � � N —�— — - '— R DINING ROOM % � 1 OPP r 11 3 LMNG ROOM I aloe w 1 o �n � aloe; 11'-4}rz" A315 . e' A535 1 1 MASTER BEDROOM , 1 A905 ° `° �"� " 1 I 1 r o FLOOR 1 I i A110 R 1 A c0 L OUTLET ® 'CLIPPED STAIR' I REFER To ZENA ID PACKAGE C) ' — — 11' gy4',, " " �� NOT APPROVED RE: WOOD PANELING O E I WALLS BELOW BREAKFAST _ I 10'-U 1 ' 2 -1y4 -7y4 '-73/4" 5-11y2 f EFER ZENA to BUILD STAIR PER I o 0 1 I R 2 PACKAGE RE: TV CABINET BASE PACKAGE' COUNTER, 1 DINING ROOM LIVING ROOM \ 1 I I 1 CAPPED WALL 4'-7)" 2'-10v" 4'-p) 3'-33/" 2'- 15 - A1o7 4 1 I 12 RE: ZENA c 4 y2 4 �� M r ° L , N 1 grHED UN OF ` In A905 , � � # CEIUNG AB `') "' � " P C OLUMN I M 1 ?� owNaR/ngvEwr>iR I (RE: STRUC ® ° . VAIL RESORTS 2'-8y2" S-3f4" 4'-0)4° 2'-10y2 WD TI A 1 REMOVE K 1,- 4" DEVELOPMENT I - COLUMN. ' M - N COMPANY o \s A111A A1116 N 1 1 W REFER To ZENA ID 6" 3�_ " AVON,COLORADO r a M1 c PACKAGE FOR � �, w � V SPECIFICATION AND I ARC MELT OF RECORD w� 1 1 LOCATION OF: A '� ; C r \\ N ,-1p 1 STN WINE COOLER REFER TO ZENA ID m jj 1 � 1 MICROWAVE PACKAGE FOR REVISED qt FFA I \\ WD -CIA MASTER BATHROOM INTERIOR ELEVATIONS uRE 3'-5" 1 i A111 I I COMPACTOR AND APPLIANCES. J N1 FO Ip 1 wD 1 HOOD EXHAUST (RE: 1 i I F&O hUma UP 16R Q It � PAS y�U�fG EA81/F STN 2 uo � - - - - - - [:tr x UPGRADE RANGE AfAn RPLANNM 1 I o °p I A811 1 1 WD STN 1 ''� DEMGN acs 1 1 N I ` D� ••� .,. r, KITTEN HART HOWERTON _ � r NI3W xoxx.NRW YORK 1 RAILING STAIR M 1 D A511 I I - - - - 1 WD Ni 4'-5° RE: ZENA c 1 o KITCHEN pp LI TILE N N OE&NiU EL ENGI ?ER 1 1 _ MONROA Ac N8W$[d.ENC•7HSF?IiRS,INC Atoll i UP 16R N1 VANITY (RE: ZENA) REF I{ AVON,COLORADO I M 1 1 1 M i IN M 1 �IANICAL Ei4CMCAL ENGINEER RE: ID DWGS FOR A112A a►I-$ lines INC KITCHEN EQUIP. 1 STN 1 & FINISHES. TYP. K J I -- 1--- i � 50FFIT � AvoN,COLORADo CIVILENGINERR 1 1 1 I N a M AID» , ING,INC. �. AID w0 I MASTER CLOSET I � I v COLORADO DN 19R D A511 ANTRY ♦ �. ` 10m ``� BUILT-IN 1 I REF. BIN r.. n. - RE: ZENA ® A31 STONE WAeNL�r� M M STN I ♦ I M 1 � POWDER MAIN ENTRY Wp LIBRARY PROJECT NUMBER 20900.00 .� MAIN ENTRY I E1105 ^ 1 Iota _ _ _ _ _ — ISSUE REVISION DATE 2 1 1 I T.O. PLYWOOD SUBFLR M1 EL.= 1 1 I�O D K � BENCH 0 i 111011111 e NOW .111111 I � � � � � � � � � � � .. ♦ iv "I T.O. PLYWOOD SUBFLR ♦ 1" 3 ` " REFER TO M 2/A521 EL.= 0'-0" : NON r Al1IA 1 p 6 I 61 t3O'a'F i FOR DIMENSIONS O x2y4" _ BAY. SIM. BREAKFAST ROOM M 3�4° N R 1 A901 �I 1 N A.7 ASI-067 11-09-05 1 " Atos WD Al 3A I UTILITY B103A 12 I 0 STN . N I - , 1 1 j Al 03B � A10 B1Q46 \ 1 ° NIO � � � � � � � � SOFFIT .. r B1 PO E , N1 1 D r 1 wooD sILL 2 r A, 0 1 eta Of3°"AIL � m t3D" 1 AFF i PLAN NOTES N ' BENCH M1 Q J K ! 1 .REFER TO EXTERIOR ELEVATIONS FOR WINDOW TAGS. A I ENTRY PORCH i 3 I I" 2.DIMENSIONS ARE TO FACE OF 1 SKI 1 SKI CLOSET STUD OR TO CENTERLINE AS I z 01 A102A CLOS i K 1! e1aQ I1 INDICATED. m AIM i 3.2X6 AND 2X4 WALL WIDTHS ARE K3 1 I I 1 I I B102A ENTRY PORCH 1 I GRAPHICALLY INDICATED (U.N.O.). HEADPIIEIHT�(A.F. K1 �� I 1 1 4.REFER TO INTERIOR DWGS. FOR ALL BASE OF BATTERED WALL 1 1 1 I 1 A314 FIXTURES, APPLIANCES AND FINISHES. o STONE CAP 5.REFER TO SHEET A611 FOR WALL I 4 TYPES ♦ ♦ I A521 I 6.REFER TO SHEET A711 FOR DOOR SCHEDULE. X5"3 -S" 4,- 2• 4, A521 7. VERIFY THICKNESSES OF BUYER r� DOOR TYPE REVISED L] SEE. DOOR SCHEDULE REVISED TILE/ STONE FLR'G. TO ASSURE I I I K2 TYP. O FLUSH INSTALLATION W/ ADJACENT FLR. �, PIERS A I FIN{SH, T`fP. BUILDING 1 UNIT A 1 11 UNIT B MAIN LEVEL PLAN 13 25'-1 1° 14'—1y2" 26,_7- COMPOSITE 61;'-7Y2- BR15/BR16 1 2 3 4 MAIN LEVEL PLAN N L-Al 12,