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Lions Ridge Filing 1 Block C Lot C11 Vail Run 1976 Rest Rooms.PDF
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'�",. fR X��`�l i 4,.��rk1� ,f�..11i1� _ �`������` •$r�i ti' ��'ix�:��t,±S ,��`i���, _ � �j �i 3�. � ,�µ � t / 7. � 7.r�j 0��d ML i ,r I6/1 3T _ L 5C4X. — _ Y^_-.Y.�- �� t � �'}*'" � 1 \ �,�. t;/ / � f < J'•1 z,I t,.. `'s. !�>c S' ��'•� };� y � , �� .,.-..__ ___...�.....-. _.., _�-_ - _._.i.._ __ _. .v.-...._ ,..� .....a_ .r.. ..,a .s ,. _� �� s�.._` _`___ -.-._ ,. __,....-,.•.�_.. .. a. ____�..__J __�.._ __ ..• „�_r,..... _____ _ - _.. ..__........_........_..-�.. �.' 4 i__ ` _._..__�.._..,. ..tL_a.a..:s _.a.0...... _ .� _.._. ..�_ __ �_. -�..�u -._-.-..__-...._ � _.?�_ _� ..n..s .c.�....� R __-.y_.... �.. 1 � __... _.�..� W__ _...o.._ .y. .._ _: -..--.._. _ - �.c.._..� ti ... _ _ ..._ __ ,. -� 1r. _.a..w. uc..i t Y...rl s i .r b. Gordon R. Rierct' A.I.A. ARCHITECTURE PLANNING DEVELOPMENT rl 1000 South Frontage Road West VaII,Colorado 51657 303/476-4433 Ir 009 / m Acie J � �• . OVV 0001 / / / .- ol — Existin arkin - ' �v IzC-Tni�Ac 1lrw _ �p•� o fey . 'h4 1 x 1 / l rjr.yeK { ± a t �(�� � / r i --.., e ;/ ` _ Revisions: .... Vail Run ��. �. l ; " ' ed Pat �7�nEwA�I�- �rlr1 p J° " -11:�4lj1'r-; 'Sr'p-r'c-� ew P rk'nq -' J I w r + \ / Covered Tennis Court W!,- / r 10 0 �o- H SITE PLAN Job No- Dr awn By: Checked By. Date: Sheet Of .S` ,. .._ y Y"+ < _ ✓ ._t ✓I //////"'` V ._ — 1 _ s - — a•,y -r ` a_�'" �— _ #'a x c� x } N.�j n �`, f''�y-,�y r Y G r T � / > '.•tl _ r, _ _ `_ � `S )w. +.ry, yl b A > i ' - 1 ar V 1 it♦. / �r 1rrYlwf ' /iroi/ �IDraY .' a I A\ i ` I "n t O Z 471 PHONE •trn IM P - EDGE OF ROAD �.-�' LIGHT R= 247.56 O W Q o.5'(D) / 6= 76°4806" / L= 331.84 Q � 3 p SPRINKLER BOX / Q. O ' 2p3 4�(D) ..J � - 0 .4'(D) ' Q Z 0 ILL Z SPRINKLE o \21 Z O BOX WATER PIPE �, M Z O ELEC MH �-L IGHT �9 W °-n-'• `- ��� N i 4 P PLANTER O J C X cj > X 36.5 354 "�- (-- m W FND PIN LS 5939 RETAINING WALL O Y 35.3 ?- ; § 344 �^' =CL Q PARKING r � 8130 Q Z WOOD STAIRS Cr 0 ` PLANTER 2 O J f.- k�' 8 _ O Q 0 O ' tGHT (— > CV; k �\ 26 � X 33 I X 4r ' 22 9 5, " f GABIEN WALL 246 �� k . �� 6 23 3 tf 3Z 6 f.EDGE OF UNDERGROUND �g�' PARKING STRUCTURE 32 5 246 •, ;s,.. 23 1' ,3' p SIGN 33 0 \ -�____ a- VA I L RUN �� 0 3z "� i30 ` SPRINKLER 830 �i� ` r ci 8 BOX 23 8 's 6 �-- BUILDING OUTLINE 6 PART OF L T 10 \9 (D) / WATER VALVE Z 3, / J YDRANT 6 TENNIS COURT / 22 9 CD c RETAINING WALL r ! 9 � 0'- x 220 g e 2-.3'(D) / v TENNIS COURT 2341 LIGHT o5� / // //X29 I rt i' o (COVERED) 16 CD (D PARKING k221 �EDGE OF ROAD 20 V0 22.3 *0 MH .2 P x23 6 / x 221 2 / o / CMP i! .2 P , 5 \ / �- " FND.PIN L.S„16$27 .. - N 77009`3 '< - 126. 91' gpp / 26 SURVEYOR'S CER�IFICATE n` �.1 I,, Leland J. Lochner, a Land Surveyor registered under the laws.of the State of Colorado, do hereby-Certify ,t,hat this' topographi" survey Q i NOTES : "A �t� >` m was"made by me and under my supervision,and that .the surve ��f gi deaurate ' 's� d,'P r t x' and ar .:, . c rect to the best of my knowledge;, ,< + )` I ELEVATIONS ARE BASED ON SANITARY SEWER ASBUILTS Date z, , - - i 8'7 DATE �F SURVEY . 7/3/86 Q :f Le Land 3. chcier v j 2 .4�(D ) — 4' DIAMETER DECIDUOUS „ — �:. — — TREE � Colorado P. ;�2 50b r 3� P 3' DIAMETER PINE SCALE I — 20 r NOTICE, According to Colorado law you must" co yam' tz '' ' 'raw`? t ✓HEET g l Y mm6et; y ,ega .`action based upon a defect in this 1 , f ,t r 1 'c�'' r`` - ,r P ny h aurvey°within six- ars 'af wa fist dis- covelr'such defect. In no event, may any action b�sed 'upon any defect in this survey be commenced more than ten years', from t e„date of the certification c shown hereon. f 1138 6f:"- I f Gordon R. Pierce A.I.A. ARCHITECTURE r PLANNING °f— DEVELOPMENT y , (�\, 1000 South Frontage Road West �+ Vail,Colorado 81657 303/476-4433 c-,H 1' !J or d 09 - - - _ --- iy�, �' � � / r � /f / � / � `.~ �� \ \ T �iG�l� C.OVf/-`�-'✓ f�'..`I� ��iT�IV - '1-A �- k- Existi"-Tarking it �L.-I�`�FJf>t'"'�, �tiAl+✓ � / /// \ � \g � I , r' � �t+•#0:�„},,, Y`"�,ti �, ` � - �?�L ti fit—,'�J 2 , ' � % _ try#t�rl•3�" i� ,w��� __ ,l — % lfi�trsl�` �' _ PJ V tj /` t /lam✓w S 1 \ --, �` Revisions: r7 r i �� � - � r,TL,, �'�� 12 �j - Vail Run , ro / fir �arkf / ( r e # T. ! Y -New P rk 'n \ �- Covere Court e IC �0 Town of Vail Community Development N cz' Plan Build Health Fire ' I Approved -, El 13 M_ Denied ❑ ❑ 13 ❑ F e SITE PLAN Job No ,o Validity of Permit Sec 303 (c) 1982 U B C Drawn By: The lssuance or granting of a permit or approval of plans and specifications shall not be construed to be a permit for, or an 1 approval of, any violation of any of the provisions of this code Checked B 1 or of any other ordinance of the lunsdication The issuance of y' =' a permit based upon plans, specifications and other data shall not prevent the building official from thereafter requiring the correction of errors aid plans, specifications and othe, Dater data " IY9 DATE. /� �� Sheet Of r r ot GENERAL NOTES PERTAINING TO ALL STRUCTURAL DRAWINGS 1. Concrete has been designed and shall be constructed in 4. Structural Steel including cast-in angles, plates or accordance with the-American Concrete Institute Build- other sections shall be detailed and erected in accord- ing Code (A.C.I. 318-831 and (A.C.I. 302-72) ance with the American Institute of Steel Construction "Specifications for Structural Concrete for Buildings." (A.I.S.C.) Specifications and Code of Standard / Section 1.3 "Inspection" of A.C.T. 318-83 is deleted in Practice. Use A36 steel and A307 bolts. Use E70XX / entirety, see "Field, Observations" paragraph. All electrodes for all welding. Welding of rebar anchors to concrete, except as noted otherwise, shall be of stone angles or plates to be equal to 1.5 As Fy or rebar un- I q aggregate concrete, 3,000 psi minimum compressive less otherwise noted. TO.W.E)155' 1 strength at 28 days. 5. Foundations: The retaining walls have been designed Q lop 2. Reinforcing is to be new billet steel A.S.T.M. A615, us g as equivalent fluid pressure of 35 pcf and are to grade 60. Welded wire fabric shall be in accordance be founded on spread footings with an assumed allowable EL. with A.S.T.M. A185. Provide corner bars to match all bearing pressure of 1500 psf. This assumption is based horizontal reinforcing in cast-in place walls. Provide on soil report 1595 prepared for ad3acent structures �1 (5133 not less than 2 #5 around all sides of all openings in dated May, 1972 by Robert Thompson and shall be concrete and extend 2'-0" past edges of openings. verified by a qualified soils engineer prior to start ` Provide lap splices as follows: #5 - 20", #4 - 16", of construction. p #6 - 27". 0 �I T.O.F. \ 6. Field Observation: The contractor shall inform the 3. Bar Placg: All reinforcing shall be placed in a man- structural engineer at least 48 hours prior to casting ner so ains to avoid displacement when placing concrete. any concrete so as to allow the structural engineer the —" Bars shall be placed to clearances noted on drawings. opportunity to review the placement of embedded items. (V Placing shall be in accordance with C.R.S.I. 'Placing CONTACT: Neu3ahr 6 Gorman St.ructura! �.O,F 81 �•O'1 To �� �715r.7�. 111 Reinforcing Bars." The bar placer is to familiarize Engineers himself with all details shown on the structural draw- Phone: 1-303-377-2732. ings and shall use these drawings in conjunction with approved shop drawings for placement of reinforcing. O U 2 Law.&133'-4° =' INt�ICATEs 3 I n I ,�• 70,F 8125'-o'I = p I , 1 T.o.In1.8135.1 Tod 8121-� _ 1 I w CO'�11 `�I Sl.r� F To. • x,125'.0' 1 ' , N a- li di 6124-50 `� 1 4 n -o,W,8133'•�0l 1 f i f ,,- To.W. 8132.10 � f g ; i ' 1 � HAN t�[�.�1.' d>✓rAl Ls '' '-x/ 11 TO.W,812 �.OP T-0.W.REFEJi To 4C HAMFEF CT TL&]I Existing Building I ►211 X ,� ,/`/, FULL HEIGHT Cf ' /f,',,///f fr,if,'��/ � ✓ i ,� / %�r�� � / 'J�' / -/ /f �// ��� /' !,//f,/�`, r f ,�'`'� // �j'j /% ./,if/ /� % /'/" r' i', %' / / I t ; i � FSPER To ^R-cH'L n4ss, '�' ', ou r T- -��►z, Site Retaining Wall Plan vE�"1crAL col•tf°RoL Joil -s ----- i - � HEVUI..E , fzaN F=UL . HT f ACEa 20!0 �- � i ; -I�I I HP•Nt •l l., r r�.i L.s 5/411 GH,yM�-R it kil SLor�`F_ T.o.W. -T _ . i 2� Hofzl z, n RE: r►_,,a,N _ 1 SEE t lull C- DEL 11 I m 1/211 Ex�"Jr 1"t T'L ►, Ii � KFILL c� x -o �Moo7dH 5FE�}<. 56N 5ii GONG. �L.�e� W/ 0 1�2i1 �Xr' JDII�f'(' Mp.'1-iL, lovWELS A 2°0.G. 5 Gorlc. B ot`1 6 1' 1 �.� A Co x ca -W 1.4 x W'•q• N WII C�xco- W 1.4 xWi,4• wow°CEMo �o Jol> - r lei', - w�IF mow` t F 411 F off• Gio f�✓G FlLL.Efz �'-5 1211 , HcF:NZ. •- P" 4 Flt C Lq°E -): i du�Hr 2 Ex p. Joint Detail 3411 ^ II,on A it i 15AR& _ i ,u �,,,,Rs - X111,,. 2• s T4, *4 t�I..1Ls. x A-1- a4 N L� �; tL cor.tr. co Retaining Wall Schedule ' .� z ro `� �� « _® o dimensions o bars m bars bars E bars =o B H A C D size/sp. X Y size/sp. size/sp. no./size 1- SAT IS 1- C,41 2.0 it 1Ii 3I.0 II 5T16ii #4 ^T 1611 � 4 4'•by VARIES 14 411 2'• 411 k i i '1 A .� . q' u � T I' B p Co'•Cod VAFIEa 2'•o it 3r,�il 41,ou S ^7 1211 2�111 r4'•o'► �=cJ ,�- 12 N #SAT 121 0. 45 q'•Oq 131• a 31.�ii 4 11.4n -1 AT 12" 41, 1 u roi•Cou 1 211 #co r►T T211 i I - � 5 F i Typ. Retaining Wall Section Retaining Wall Section al 5/411 - 11-011 S1 i r � a r �F� 3/P�•.$71 C L.8133 48 - V 00 N6% lp FOR VAIL R11iV RFfOR r C0.4fAftlAllr 3-m • ---- ---- -- - - ir We CJ CCU rC�iu C� Gtr Cad C� I i -- - ----- AWA ® -- - - - -- - F 10 N SCALE 1/8 -I 1 I I G 0 84' 4-+5 r � N cJ c7 cv 117 117 ' {"' 1 71 117' m 1 1 - ------ - - --- -— --- 607 1 -- - - - -— --------- Aa'CT n14AL- - o(o7 r a' �TYpJ o G7 LA 1 CG' a 351 Jr N -7 3 B' ro 16 1 a N1 17' 1 1-7 ----- 1 ——------ - - - — - m . I n 36 G G E o0 TF L EPHONGE f 0 35 18� 67' C Tl'P1.C-f- 050 SEC 5 ^ Fz OAA N r U. 1 co CLCE 1 / r I 3r/J t a a 0 301 "r c N - I -/ATo ti -��- - - -■ --- -- - ---- -- ----� - - ----- - - - —■ ■ R. ■ • • ® ® ® gar _ s 1A I o 4 r � 0 m UP 0 5e f(p 1GP r- 5 d 069, 1 — — - / / - V 2 r-7 G L: - - - 3351 -- ® �- --- - - -- -- --�YA�s++- �— ---- - to o S+ ) >� f►�S ao S 1 2,g • / ;. a5o' °58 I ql' 2� � N f ISS it f 98' 19a' / 797' IJI t• t I y 2 C.C E. ( N• E.) I , ^ - ago, is C / d 050 1 6 m ( N/E) C.L,C.E. ( N/E ) C,LCE, ( N/E) C,LC,E. ( N/E) '� S 1 mss. / . r "50, I 1,00 1 a(o0 1 5 b t bo' 156 ' 1 I orys' 156 I V4 0 5 a I 34 21, ao1 50 $ �f 15b � 2a 981 ($,50 r O 67d g I.Z4 o / �9-�17' F 2789-1 o 1 P.IRKING SP.oGE o �' ► s8' .o Q N z 'CCU— 213, Ili 4.10'�AIM (U ^ Q. I t �QJ L� 1,:0 � o i1• 6,, b -70 6 O 0.$0 '�p• of kk n,0 .�6d 0lb, \(� tD / L At GI 5 L .i�.� t Ij 811 =1 R gS' ,y �/, D•D/ I / l n DECK AND POOL AREA � ` Tct,4NSt=ot:zN�(L CLGE 1 O PA IrJcl N� 5P�5 6 PARWN(� SPAc6S I /8 51�' 46 56' -_ _--_------ - - - - - - -- _- -- G OA4. A 2 — in row 1 o Zo o P�(� o 0 �'^ (\ N WA L,t- 52� f5.8Z' M , —Y1,60 N 044 O�I , t• N 9� I O 23.00' F CAN CoM• (�• 4 40.2°J O•l o CYf14A'�- a is 0,6,7 ~' — — -- --- - - - - - - -- -- - - - - - - -- - - - - -- - - - - - - - - - - - -- - - - _ _ sE�� _ 3o0 GC.E• 0.99 1080, P N N tf1 -o ' � ^ t1( �c,u- 0.29' I 1.5L . ,-7b` d • C. ai ci C.L.G.E. 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