Loading...
HomeMy WebLinkAboutCON18-0001_Approved Plans_1528293886.pdf 7OF \ ec 47 CV ey, / /- ass. - 0�7 Irj • / / • / - Vail Fire&Emergency Services / ---- - • 06106118 / / / // / _� i ii/�'� - --- == -- - TOWN OF VAILA /%/ // j /� Department of Public Works /j j/ z.„---->-_______// / 1309 Elkhorn Drive / / _---_----- ,-----/„. / Vail,CO 81657 /i-/ /// / ph.970-479-2158 /// // // www.vailgov.com /j/ I//// //j �/ j/ //� ��// // // / // // / / /// �/ // / / / .---1;_„-- /, EDGE OF WA - / / / // --------- --z---7,_,----- x 1J ,7 // / / / // / / / / / / / / // j / / // ----- / B1� - x / / / / / /„g5/:-.0,3000„.._____ / x IIII-F.AC \�� 805 VYR7. / / / / / iii x ..... ---,__ ____ J // / / / / //j /i *1 1.0' %I x / 8P 07. 2x// / / / // / / CP SCREW/ / / / / /... .1/ / / / �// .00 N=1659819 1---\ .53 a14' ECOLOGY// / / / / x E=2758534.44 1.2' x / -----/----- _7-- / � ...--- ____A,---_, x//j / / %/ _ // / 7---;37- / 2' x x x/ %i�\ z '1 x_ .0' /x x/ j /% / � / / x I � x x x 1 3' x/ j / / / / /j / / / x// // / / / // x x x y. // %/ / // /// / x 00, x// _ / /i // / .•/ / / / 100 YEAR/ � •_ � / / / i � x® 1.5 i / i / / x ..... 1.3' � x x / �REE� � x 1.2' i iii; ?- �•. 4, 4 x / ' E x CO j GOR x x x 5 >�_ ` =205.06 x I w �g1 x :� `` 1I Y �_ Air x NP 1659 •2X2•' fyAO 5 , 4 a0° °° ow i-i- x - 840s•5s LIJ - x �r_ �+�° iii ' • a xD I ►. U T 0\ / - ' :� ' �� x alas CONCRETEx SLAP x x x , Z X aim . . x x x x ° 0 X �•, 33' • x 105 Lll 417‘'''' _ .. x • . isk-, • .00 il AC' lID •/ x x x x ., x xx x ,,,.. 9' to ' or x 2 5' x ��'� .�w WOOD 11.0' 10.5, , x Y CO • = GREENHOUSE oo 30,,. a L.L s x ` 6,:, ' • I .'o�� xx 16.1' ` �h ��� •� 1. 41, X , . i' „ o 10.5 x c x �� • ��1 x ��.7 WELL WELL S�RUC3'u�E iii\ 'x - H 11 ,1,- 12 1 /49: 4 x 116.2 aIP x p 18 2' - •cri ici ' s 0 < <:2.36 x °� ° a o x �- - H 0 '�N OCA x x x x1A • ELECTRIC Z /x N= 9693.68 INTERPRETIVEV f ;, • TRANS �� x f =2758004.86 x TER CENTER/MUSEUM � / x x J O i �. ! x / H� 11 x 49,95 / x x 8200.140 / x 2 x ACP 120W HOUSE ' g17 lER l °N=1659673.71 ss > w Vx E=2758040.27 x SLP SW x N=1659667.09 E=2758163.42 06 x LIGHT / POLE soon i 4Ftlp 100 _ x x x ,,� 1.3' i x x x s000 x / �6 x SOtta x G x ROOT x x x x SELLAR x ,,may TRAILxHISTORY �'" 1 11225X x x X 4999 37.83 ilE,'�i x x 8234.21 // / SMH EAST e�� ®CP 6.2N POS // /` x IO x N=1659. _ = �� X 0235= - S� Xsworoge / X X x // X // X Ott X / X' it x X x / ' 0 >Pt !0 nini TODDO Vii/ DRAWN BY 1 5DRAWING i4,0aFILE NAME // 0 v, 5 / s►l' 4/20/18 0 8225 - DATE / X X 623° 44997 8230.11 x /' TOV JOB NO. ®CP 15 N CPED // 1"= 201 / N=165952• 5 / y _Z__i E=234 ''4 // SCALE L- 1 SHEET k1 OF I/4 4. :15 a. '5 Z p 0 �c %riain , ca > -0 E Vail Fire&Emergency Servi es CD I 06/06/18 C/i OO —/— O) C/) CD a L I` 3'-OII cn c� #4 @l2" OC WWR6xE-W2.9xW2.9 0 (4) #4xCONT, CENTEREDIN SLAB (13 SPLICE = 2'-O" _1 Q MARTIN/MARTIN CONNECTION TO 0 -1 CONSULTING ENGINEERS FDN BY YURT s— w 0101 FAWCETT ROAD,SUITE 260 PO BOX 8896,AVON,COLORADO 81620-8896 SUPPLIER \ 7 4MAIN 970.926.6007 MARTINMARTIN.COM _- 4 Z 0 z, -, ti\ III 1 bC J U ��.��� r��000000 n REG/S;,��, �' , <.: I Alk / N 36304 ® 0.04 O.N./201$••p_C�' / k,‘Ox • •.•..•••s\V\i 3"CLR / 111-0" , 0„ / \ / \ MIN / \ / \ 1 3/4" = 1'-o" S O G DOWN-TURNED EDGE // \1 I � 0 27'-O" I I I 4" SOG I \ I 1 / \ / I2 \ / 1.11 NOTE 1 \ / \ / Z 1— =I N 1.11 0 EXTEND - •r _ ' _ -_ - _- N 1 ' 1Y REINFORCING I. I I 1 1 11 II ' III 1 THROUGHJOINT LLI CONTROL JOINT I2D NOTE: 1 NCRETE HAS 2 IDE ODOINT OR SAW CUT AS SOON AS THE TOPERMIT CUTTING WITHOUT HARDENEDSUFFICIENTLYCHIPPING, SPALLING, YURT FOUNDATION PLAN < g OR TEARING (BUT NOT MOR ETHAN 12 CASTING) z -__ DESIGN CRITERIA STRUCTURAL PLAN NOTES 1) CODES AND STANDARDS: 1) AT THE TIME OF DESIGN A GEOTECHNICAL REPORT FOR THE PROJECT SITE WAS NOT AVAILABLE. ASSUMED BEARING PRESSURE IS 2000 PSF. - INTERNATIONAL BUILDING CODE 2015 GEOTECH TO CONFIRM PR IORTO PLACEMENT OF CONCRETE. _ < i 2 1 1/2" = 1'-0" SLAB-ON-GRADE JOINTS - YURT AND YURT FOUNDATION ARE 2) ALL WOR KSHALL CONFORM WITH ACI 301-10. INTENDED FOR TEMPORARY SUMMER USE > _ ONLY. 3) CONCRETE NOTES: 3A) fc = 4500 KSI, NWC, MAX W/C RATIO = 0.45, TOTAL AIR CONTENT = 6% V_ 3B) TYP REINFORCING USE A615, Fy= 60 KSI - 3C) WELDED WIRE REINFORCING, SMOOTH USE A1064, Fy= 65 KSI NO ISSUE DATE a Ea II 9! gs ti 0 __ 42N- O E = tV I— o o E u- CV 11 p ii W (%) 1— Q Z z a_ PROJECT NO: MS17.1199.S.01 o w , 11 `n,, Q DATE: 04/30/18 ti 1 0 0 ©MARTIN/MARTIN 2011 11 11 >— g 0 SHEET TITLE: o YURT OPTION -_ o " ti o 0 E_ U) 8 Q f C/) OJ Z J o < SHEET NUMBER: .3m . c o L o S _ 2 -- . W W W