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HomeMy WebLinkAboutPEC130017 Previously Approved MRI Plans.pdf Ill �rl" �, ,,�, r". / � .,,lo ri'll, 1,11, /I .0 ,II, , J I ' i, F 1, I. Obtain a Public Way,- pctliiit fl,om the Town of"Vail Department 01'Nblic Works, (.970.) 479-2 1 58. Obtain alli-cquit-cd 0 0 0 , ,iiiii, I , I Ill , building, picrinits flu-ough the Town oi'Vail Diepartinent oi'Comiriunity Development, 75 S. Froiitt_tgc Road, Vail, CO, 81657. Jlil - " 3" "I "I"I "I"I "I"I "I"I "I"I r �5� ON& J1 ",l,, i,I,,,,i,,1!l �� 2. All contractors shall be licensed to pertionii work within the Town ol.'VLail. Obtain and pay, tur contractor's license Lilt tile Town do Lit- Vail Dcpar-hricrit 01'COITIRILHility Devc1opirient, 75 S. Fi-ontagc Road, Val.[, CO 8 1657. a i - i a r r � on't.'o. 11111 esi ence n n O'BRYAN ., - - 3. The contractor shall obtain all necessary staridards, specifications, perinlits, bonds, c1c. fiRmn all applicable agencies prior- to Plans approved by the PEC 11/12/2012 CollillicnUcilicill 0i,const-ructioll. � PARTNERSHIP, INC. 4. The pUblic and the Town oI*Va1_I will have tile right occupy, the public Right oi'Way and adjacent facilities during the ciltil,c * * * * * ARCH ITEUS -A.I.A. period oFconstruction. Pcrfiorm site work operations to niiiiiinize conflicts arid to .14cilitatic use oi"thc premises arid condLIC11 of' I normal operations. I 1mv I 9 5. All nialcrials, wor-knianship. arid cousftucti011 OFpUblic impruvenictits Shall incict or exceed the standards arid spicelfications set Mauriello Planning Group ARCHITECTURE, I " I L, fiorth Ili the ToN,viii o17 Vail Code, Dicivc1opiricrit Standards IlandbOOk. C011SIE'Llicti011 Details arid applicable state arid ficdcral Val . Colorado PLANNING, INTERIORS - fivgulatimis. Where flicticls conflict between flicsc plans arid the SPCCi1ICUliUIlS, or'applicable standarilds, the most restrictive standard Shall apply. All work shall be inspected and approycid by, the Town 01-Vail. P. 0. Box 2773 - - 6. .All rctercriccs to any pUblislicid standards shall refer to !lie latest revision of'said standard, milicss spcicifilcally, stated odlerwisc. 620 Main Street, Suite 8 7. The criginccr who has pl-cparcd these plans, by, execution aird/or scal hercoil does hereby, aflinril-esponsibility to the Towriol' Frisco, CO 80443 Vail, as bcireficlaryy oFsald crigiriect-'s 'lli-vorik, iJor ally crrors arid oirrisslolis I � Tel: 970.668.1133 containcd in these plans, arid approval ol't.licsc plans by the Town of'Vall Engineer shall [lot relieve (tic ci-ighiccrvi,hollas VICI NITY MAP SHEET INDEX Fax: 970.668.2316 . , pi-cpali LIICSC plaits Oi'all SLIch ricsponsibilit.y. Further- to !he Ln'tictit perinititcd by law, tile criginecr hereby agrees to huld � not to scale www.oparch.com I har"1111css and indiumnity'' the Town ot'Vail. and its officers arid cniployccs, fil'oni arid against all liabilities arid daillagics whichillay 1 " '11"; I " i Ifl I I il I I I I I I I I'll 1 1 1 1 T1. arise from any negligent error's and omissions contained -in these plans. ''I ; ',111111i;!f1P11` TI Title 6heet I ; - - P,, lifl., I IN III�oi�!!� I I IN.... ;;; M-1111 , "I'll", " I I l;;,mm III 1,11, is. All sariitar�� scwcr, Sturm sewer-, arid water firic construction, as well as power-and other "dry" utility, installations, Shall col I I IF � . - I I I I 1. L I - 11 i,�, 1 to thclocal utility entities standards arid specifications cmiviit at the date oFa proval oFtlic plans by the Tm%ri ol'Vail. ,;;;I,; I 1111, ii 1 "M I'll,ii i 11 p . - . 0 G I ,5ite Flar F-2 Ll Lainbscape Flari 'r,.v 0 - .. I - 11 I I I I I'll , 1, 9. The type, size, location arid 1111.11111bur ul'all .known L1Iidcrgl_U1IIid Litilitles are approxiinatc when shown oil the di-aiI.Nii It Shall be I I I 111� i - I % .. ­11 11 I'll I IIi 0 m I ii "', - - - - - I'll ...5 � idd i,i­ 11 L2 Landecape Notee iiiiii., ....."T"r- 11, the 1-USPOnsibility of the contractor to verity the existence arid locatio.n of all undCI7&TOLrnd utilities along thcrOLAC of tile Nvurli 1, I, Im , C2 5ite f=lar f=_ 1 P , I - III - I Iii. 11 I'll "I I , I I ;I i� 4 mi - __ - I bc.IuI*c cullilliclicingnew construction. Thic contractor- Shall be rcs unsibIc kil'Lul.knokVil Underground utilities. ,ii iiii, -ir, - I I 11 I , ­i. 11, p mmlii� I I I I. 011111;�; lililli;,ili; I in I 11 - I i,,;; 11 I I I ;,,,I V- I C,3 (not ueeol) , 11 10. TIlcsc drawiligs represent only the approminate location ut."utifilics arid are included only for'tile convicnicricc ul'thic contractor. , ...ill, I tr I -- 111 ­,"", I r, Is. I I - I , 1 Rl;;;, ....lllmmmmil....!;;;I............ - - - � 11 - 0 ...... i 10; ,40,0 Total i5cluare Footaee ar I hiiiiiii10 Ill-"" I 11 11 "I'll . 11 , I I , I - Contractor Shall be rcsponsiblic .1' rloci�,iting all utilities, pipes Ell ifity" 110fif L tion center oFColor-ado � I I ­,"''I'll'' "Ily,11 - I II.....III 0 id StI'LICILIEVS. Contact Ut! I I ici 1 - iI "I'll � ii I - . "I W A C,4 Exterior C;sradire Flar - Levele 1, 2 $ 3 mmi ) 1 -ourid facilities. Contact Town oI'Vai_1 fior ttiddlitionalloiiii (970 479-2158. Contact Eagle I I i 11 (800 -9 ,2-1987 to locate midergt ) � III I 11 � "Ill ,41.0 Le\/el 2 4 1 G;araee Flar I 0 1 11 I I I 1 A G5 Utility f=lan Rivur Watcr and SanlitationDistrilct for additional locates (970)-476-7480 cxt. 1 14. Utility locates to be peri-onned all least 7.2 from 1,11, m I ­,"''I'll, I I 11; - ­,"''I'll, 11 ­,"''I'll, I'll - I "I" ;� "I", 4 1 l- ""I 0 il I 11 - II ­r;1,11� , , "I I'll", I , il 'J, , I 110 I prior- to any construction activit.y. Contuactor Shall ensure that wor-li pr6onned in the pi-ominity to utilities Shall be accurdlirg to the ,�,� 1;1, I 11 I ­­ Ll Le\/el 1 $ 2 Floor Flan 0 0 ;11 - - , - i .1111, , I I � , � .1 1; I - - . . 1 Ill, G(0 E)etrolitioin Flar 11 I'll I requirements oFtlic requirements uFflui agencies. The contractor shall nolii�'­ the ONvI1cr`s,rcpI.cscntatiVV ol*any' existing 11 ilip ". `1011� 1; ,; 111111, - I'll Im - - " 111 - I ,I , ; I I I,TP, " - - - . - - - -lilies 10 I 11 0 14 11 ,41,2 Le\/el 3 4 4 Floor Flar Utilities whiclinur I im. y, interfere with the proposed work prior to construction. The cont.11100l' SlIall I-CpaW all CXIS(I,Ilg Lift I ; 14 I'll =1 1 I I G I (not Ueed) 11 I T 1111 � 11 ", I'll,, il;11,1;1­ 1 11 "I'll I , I ... i, I ­­­ " I'll -I I 1, '' , " ­­­ I - I"clilain w,hich at-c dairmcd dUl-ing consill-LiCtiOR Lit no additionall cost to the olli,Nilicr. ''I'll, R::IP "I'll, - I I I - �,, 11 1 . -Ill"I'll"I'll" ,42.0 Exterior Elevatione � I I 111 lfiiit��I; I "I I I Imi! I , I III I I 11 G It. Tile contractor shall coordinate arid cooperate with the Town oi'Vail, arid all utility cornpanics involved. assuring that the work i; � ; a 51te i5eciticr Frcfilee 11 I " I - ,. - A - m 17, I I 11 I'll, ­­-I-I i , I - , ��Iiiilll��ii is accornplislicd ill a tirricly flashion and with a 11.1111i.1.1.1111,11ri diSE-Uption ol'scn,icc. Tile contractor-sliall be rcspu.nsiblc Ibr ii-14 I ....., ,42.1 Exterior Elevaticr6 A` 11-11!; ,", "I'll, . 1111,111 ,i G e fRetairine Wall Fro,Filee coritacting, in ad,.'a[LIcC, - li; 'I I II ;ijimlliv ,, - 11 11 '' I mmm,'I I I ;;; ; all par(ics afficclicid by aity, diSI_L1plIOlI Of URN` utility sm,icc as,ki as file utility COI.npalliCS. All" III I I I 111;­i I - - , ;1111 I .. I I L - - I I i 11 !!;ii - - - - I I' I;�;jjill!ilfll I, 1 ,42.2 Exterior Ele\/aticne -, A State Constr­LldiUll Dmalcring Wastc,.Nii Discharge Pennit is required it'dewalcorig. is fcqLli:rcd in orderto facilitate 1111111 , I 11 i., ,iiiiiIIIIIII I - 5" 1111111 1� C I 0 f;P,ccf k4eieht Flar I I I , _,;�� I - - � "I - I . "I'' construct toll or fl'any water- is discharged into a Sturm Scwcr, channel, il-figat ion ditch Ol'dll�` Wate,r'S 0 I'the U nitcd States. I 11 1 011"Ill 11 ii r__1 , � "I 11 I I I - 2.3 xtericr eva t I Cr6 z , , "I' ll" 11 Ifl, ` 11 -,", ',,I',,__ I I 11 G I I Traffic. Control ic-'Iar - I "I'll I - 13. The contractor shall submit 161-approval arid cui with Lill ternis arid c0nditions Ut"1111C C010.rado Permit for Sturm Water dfl, 11 I I III;;; Ill � I I'll - - , "I'll", A ,43.0 5hadel 6ur ,4ralyeie ''I Discharge (Contact Coloi-ado Dep,ar"tincrit oi'llcalth, Water Quality Convol Division, at (303) 692-3590 OR the Town ol'Vall 11,1111­­U�� I I ,) "I'll" Ili C 1 2 5ite Detaile I'll, ,I I'll, 11 "I",", i � I 111111111-0 - ­­­­ ��l - ­­­- ''I'll ' ' Storm WatcrDischar-gic Pcnnit (Cont'act 970-479-233_333) whichever is dccmcd necesstaNy. the Storm Water Management Plan, I'll, -M,,;;;, ...1, I ­ - , 11 "I" - - I'll, . ' ' ' ' I - ' ' ;ilri,1111111 ir,;... "I'll-, I...44 "Ill, I � - I i 1I , C13 Friortaele fRoad Imprio\/ement Flar LU - �i 11 11,11, I 1 11 A I I .1 ;j,,,,y,14,, 4-4, � and the Erosion Control Plan. '',,;I I I 11 I I "I 11 10, I ill,...I, I I 11 ilill mil , Fl - ii; mi ,;; "ll""', ... ,, " - 1111", , g I 1111 .4 - - ,''I.1 -0-Fi, I 101, ;il - 1111 III , - 1 14. Contractor sliall pi-ovide arid maintain appi-ovcd cruslon arid scidiment control "best nianagiciticnit practices" (BMP) for (lie I -mm ; 1 a 1 "I kilijim 9 1111%; � - - - . ,,, 1 Gil 5tiorm i5ewer FrcFile5 - - . pro eel dUlUtI011. COIIII'aCtUr Shall Inspect BMP's wcckly and after cvcl-v precipitation event. Contractor shall dUCL111101t / - U - " , - inspicclion i and .makc.repoils available LI,P(j.ii.i-equcst. .Accu.iilLl.l�ttcd sediment and debris Shall be removed from a bmp when the Project Site sediment level reaches orichaff"thic briip heights or, at any, time that (,tic buip functionality is advici-scly, irnpactcd. All ncccssary, maintei lance arid rcpair sha 11 be completed Niv ithin 48 hours o F Went i fical ion, unless uthcri,il�visc agreed upon. LU I ibic ft r tile inaintunanuc ot'storm drainage I' ilitics .locatcd o. i 15. The Towr.i ut'Va I shall .not be NSPOIISI O I act a n private property. Mainicnanec of'on site dr-almm,c hicilifics shall be (.lie responsibility ol-the private mvnurs. . I - - 16. The Town of'Vail shallnot be responsible 16r any darmtoc or, Ill 1.1111"Ics sustained LIS U rCSLJh Of"1111C MISIRICti011 Ukllk Ptio_1cetas a C) I � t-1 0 ::11,111.1 I .1 I I ,:",::I I : :,::�I�,::;: I rcsult oFigiouridwatcr seepage, whether- resulting fil'oni groundwater flooding, Stli'LlictUral damage or-other damage. �,:1 �� - � 1 L:;,!!,I 1 - .:,.,, - - 11 - I , 17. The contractor shall be rcsponsibletur ilISUrilig that no lliud or-debris shall be triackcid onto the existing public strccl system. I I - _` -1 ' __ ", . V) .�_" 'I...L'Ll, I- Mud arid debris must be removcd within 24 hours by an appropriate mechanical method (i.e. machilic brooin sweep, light diLity' -11...­�=i .,-. 11,­- 1: _'....'...., I""I LL L L L I A ..,1111(l -_� ill..._­­! 0 . � 1 1 - -..I.....L:, 'L L...... I - -as approved by tile Town ol-Vail construct 1011 IlispWori. I L L I L ­­- ­ � I .....- 'L ' - ' ' "L 1" L- " L L '"' I L L I r.. I I 1'ront-iiii loader, ctc.) or 11 I i i I ­ l_i I ...1� " I I I I I I L r UJ I i i -__1_J__� `_­_j­�­­­ 1". . I _j_,''l ... i... i'L " I,,,,, .1 I]L , 11 _Jl­ 11 I "I 1. __ L - � i' L , ­ " I I L _ - ­'Ll , ; I ",-,I- ­�­_.­___ --i_­-1-I - _ L_4 � ­ __.,_I:............i_I.. I U L J U I . . L iiiiiiiiii'a L L L 'L I L � I g 1 I I . . I L L I I L I I I i . L I I . _]__! . I 1,1 11 i t LIU_L-11-1 ...[I ,_­11. -rr 1 "' -.1-1 li-11 .191ii, I 11 I I I 11 !I 11 I I . I LIJ i'T I�11-,],� I I'Ll, ,,,, �!_ � 11-11,1111--, A U I... 1,I ...I .... ..� , L, '" L I I 11 I 'L ,, 11 I L L L L L I I 1 ­' ' i !I , 11 I , IL I L­ ­ ­ I ,­', I, - ­ I - It L L L- I - 1. I L I I L L I , L I I 11 I I I I I 18. The contractor shall notify the To-%vii oi'Vail Construction hispcictor(970-479-22 198) 72 hour's Prior-to the start ol'aik I LL:I L I i I �1] J JEME I I iL I . I L L I I L L I ii I I � y ;L'LLLL.LL-1­J -...I.....I . 1 I 1! � 1 J!-LU 11 1 1-I.. l i I L I 1. , I� , I I I 1 1 1 � I� I I L L"11'. -I L H U U]I, J J " - I � i 1 I'L L - I ­ -1 __L IJI... ­­L.1,111;11 17., .,!""...ili..-" ",.,i,-..illi i , 11il."'j, 1 1: I L L L L i L I ! I I L I I - - - - -I* the Town of'Vail of* ricason 1 : I 11 I .. i, I"i"I " , .I 11 L L, _j. t-4--i'L."I I I I I I L I I I I I I I I I i ILL:....�L:.... .�L:....�L:...l' 1 � !I 1 -11-.,',,.j�I'LU-..".."-,'U I J_--` --ij i J I 1-11--i L., �i , I I I.17�i �...11" I 11:''I L I '' ' �IL L I 11,I I i.1 L 11 I ­!, I'll, '' .! �, -- -,I- .. . - I . 1; �L L 1 'I ' L iL 1 . L LL ; I construct oil. Ii'work- is susl)ciidcd for Lilly- period ol'Inic aficr Ili tial start-Li. , tile contractor shall not LL' L.! - 1 1 1- i - I , I I i L I I I I I I 1 I I L p y li I I ;_ I'll. - I .1 - 1 1 i ' i' 7' YH 4 � � I � I ; L I I... I I I I I L I--- ii I '' ', _ ­ I I I L � L , L � I I L I - U 1 LI U1 .1!L; 1 11 11 -1 -1....:..I,- I-......T..._- 1.11........- - -.....-­1 L.....I I I I I � � ij:� L E 11: 17�1 ,1__' - I i I I I I I I I L I I : L L 1 ., I I 'L_L,I__J i ,L_�_l i 1 � ­_j ­­_ ; ;i i,_ � I! I L i 1.11.1 1.11.1 � 1 L I L I I IL L 11 I L I I : 11 - .1111"I'll- -I...........L... ­­.­I,� LL - I . I , I L I I I -L L...1 I...I­'­­­, L I L I : I ' I L"I...-­i 1 ­7 1 L L� I L - Suspension I :, 1 ,I 1 . 1, ,I� ,L I I I : I I I 'L I I , , i �L :1 I!_ U L. ii I L L I I I I L I ic i I 11 I . L � L L I I L I I I . 7 L L I I � � - , LLI 1] I L 'L I L I L L --L I 1,I.....L.......�1....�L L : I i I t], to.[ -0.11. (-'011l.[.�icto.1- s.liLt.i.iticit-1, i.licTowii (.)i*V�t-1721iout�sprioi-to .i-cstLi,i,tui' constiliction. , I 'L , ­. I I I - I L li �11 L _L " - 11 '­ 1,1,1 I 11­­ IL I H I L J Hill I J ,I I I L ' L L I I I I il- Nj_ ._, � , J , I L] L 11 1 L � I IL I I and estimated tinic 0i'SLISPUIS I, J, _1 I !... 1-1 J J L. 11 1...1 '! 1 1-1,11 I J-1i �! � 1 � 1 1 �� - I, I I . ­L , ­ I I L , L I ­, _l_L , _t, , , i I I I L L L l� , I I I t: i L I L L - :... 1 1 ,�_ I � L I L L i L L 'L I I 1-11L. L...J,-_11 I I LL 11 1 I i I L ,Li I I i I I I I I � -i I 1, 11 11 H I ; _1_1 I i a I y LI : ' ­I L I I L L L ., I 'L I I I � L it L 1: , : I L L L I I I .11 I: I 1 _ I . I I I � ._ .,L L L I L, L I I Li 1� �11 1 Z I'L' I i 1; I I , I I , ! 11 . ,_ L i Emmiiiiiiiiiiiiiiiii I I I I f ., I F 11 I L I I L - I I i I !I !!I , li ' I - I 5 I 1 � �L 1 : L 1 L I L", "I' %�L ' LL...I . ­:, ' 111 - L L .1 -ormicrital I calth Inspector (970-479-2333) Lit [cast 2 ,livorking, days prior to I LLL'LL L I­:,LL LLL I.......''.."I I L 1 '�­ I L,IL.....LLI _ "LL1­ 'L ­:L­LL­ILL L - -L-L-I L I i. �Iflill F .-IIIJ-311,UI.J."t......E......-1.......[i-L".11.11-11-Ji,...J....J..._.._1_[__1[J 1 i �L I 11 . I I 11 1 i L I i - : !L J 1: 1 �L ;I -L 11 I L 0 � , L I ' 'I i Ulluulilu I � L L 1 I I I I I I I L � . �_ 19. The contractor shall notify the Town oFVaiI E.iivi[ - , 11 [ J 11 L ,! ­ L . I 1'" , ; L­ � ,i I" i: I I I I I I 1 1 ;'i! 'I - il ' I .1 L 11 11 �i 1 . , I- I I LL I , L !I I L I 'L - J J 1 1, 1 1 J,LI LILJ L U_11-11�L J J L U L' I i:1. I I I I I , ' L I � I I I I I ,L L" L I I I I L I L I I I ............... I L _ ; . L I L : 1: I I _ill, " Ill-, .1-1 I ­I, , , I _,�L ... i: 1! ii �' i­`L2j Ii I , L I : 1, I L I I I. 1 : :L 1 1 1 , L L I, � 1 I , - I , 1 1, I'll, I, - I -I I L. ., 1. 111. I 111. ,,, L 1 1jJjJ"1 [ I 1 1 1. [ L I I 11, I 1 L 'L ,"L ' L - 11 L 1 i ;" I'' I / I ,,, L � , ' I 0 Li I 11 i i .... ....._J J111il" -I--- I I I "InILIL L ! I : i ! I I I I Fmmm - - I - i .L...L-1-1-.11'. ..; ­­­........­­1­........I Lit -, L 1:� L­ I ' ­ Li I .......iii i I L "�' ILII I - ILL'il...I - 1 L' ELI I I I I : ­ 1 il Lj� j 111L L /� I .. f I itlif - Itil , I I IL i L .11 I 'I , 1-11 !!�!11_1� I 1 1 " t . _L�,_4 ........;.... I....LL L-....­J�.....t-....1....�.....I : !ii ! (.lie start oFany, cardi diStLirbiriR activ IV, or constrUction on arly, arid all public iniprovicnicrits. I� 'L _� 11 I i! I...:...... ­­ -L , _ 1 I i I L-i 1 I � I I I I . 1-1 I I I I I L I i I . � 1 1 i 1 1_1 I I I I I L_I 1 1. I I I I . L - :- ... I"t I 1,L I I. [T,E 11 I I I 1: I I� � L L I`L: I L i L I L I I I I I I : L I 1 :I ' I L't __j I I I L I L I L L L L I .I I I I I I I I . L L' 1 U,1 1� I I 1 I - I . I I L L ;1 , L L I . I I L I I t I ,�,� ,� I , . L 1 I I �I 11 . ; � 1 I I I I I I! I 1 I i--1 I L I I I I I I : - L L I I I I i I L 1 .".1 � I I Ili I I I I I I, I I L � I I I - '" L I I 11 I I I I I I L I �I I i '10. The ci-shall bcr­cspunsiblc for obtaining arid SUbmitting, to the Town ol'Vail Constructio.ir Inspector matctital tests ill , 1� 1 - ''Ill L I . 'L L L . (.)wrI I i I L ' , i I 1]i__ . I I I L : J "' ' I! 1.... 1 ` I I � 1 I I I i ; I , 1 I J 11 I i L / I �Immm U . � LL I I L I I I : I L I L � L i I - ""LL I I L I - I i L ., I . -- I [��. ; I I L ­ L I L L I I L I L I . t accot-daucc,,vit[I the applicable standards arid spccificalluris iOr all,,viurrk within (lie PUblic Right- of'-Way. I I-t lie final ­­­­­­ I I I I I I I L � I � L � I i I L I I I L i L I I 11 i ­,'"'I'll I I L I L W r I L L I I i � L I I L : I I I L I L i �� 1 1 1 I I I I I :: I � I : L I I I H L . I 1 1 1 i I I I I I L I L L I I I L --- %. I I I � . L I L I-— . 1. I L I L i : I i I - L I q I I I : . � I L I L I LL I . L I I L I I [__J I I I L � L I � L L L I L L - L I I I I L I � L L L L suils/pa-venicrit dcsign rcpurt does riot correspond w th the t-CS11ItS Ol"Ille Or-iginal gcoicchnical rcporl, the Owner sliall be i-csponsibic 'El I I L I I �_� ..- I I I 1 : � : R I - I I I ____­, I ii L ==7 L L . I.......__..­ ...........".. -- i i=� L i L I i - I--I I L __ --- � L L 1 1 . I LL lI I I - 1 1 1 � I L 1 1 L i I I I - � I I I I 1 I : : : I L L . � I L I L I I I I l� I ­­­­i----- L -----­---------------LL L L -L"'L...........I I L I L L_­ . L - - - licensed I I ... L 1 - I I � I I I liL..... I I I E I i I I i I ' I I L � I . I E� I' F`a tV-dicsion oI'thc sub cc( ixivIcniciii sect on. All. I nal soils/pavc.ment dcs gn rcports shall be pl-cpatiud by a 11 LL ;� I L �I � : I L I I L I IIL I I iL L I : I L I I L . L - �, . I � � I I L � L L L L I t I -�­ L I L I I I I I I I I I I I L L L I i i �- -1 1-1-IL7 I L I !I � E I L I 2 I I .,I I I......Ili........�] -1- I I I - L il I LL I I . = 11L ,I I I � � � c - I� I ­" L L L I L I .1 � I I I 1 , I - , I I I i , , , � , , I I _., I I I I �I (D . _ � Proi�ss_unal Erwiriccr. Thel-lialri shall be submitted to the Town ui'Vail Construction Inspector-prior I "I'll 11"I'll I'll,1.-". - I I L .1 1 L I ob � L I : I L . 1 � - , I -I . . . I [ I � L - L L I I : L I - - 1 i I I L � I I I -. - I , I I I L i I I L I L . L I I . L L � . I : : L I i . I - I I I I I I I I I I 1 I I L........... ��...�_� I I ` i7l - � I I 11 < . u placement ul'basc arid ,�, I i 'I I'll,_ . 1 , ' L � I I i I F I � � I L I............... _-.11­1 I _: :: : - LL I . �i��:�:��:;:���...� L -_ _, :::::i:n1 L _= ____ - I __ asphalt. I L_______J I I 1L_.____�_ff__ ­ I L I L i 11 I I L ..... : L L L i - L I . I L i I I I 7 ......� I L I ! c I I I I ��illi�illill��ll�l���illi�i�ill���ll��l��� 1 I L . L t i I : t . I I I I I �:::zz-�- L . I : I : L : I I L I I I , L � I k 1 L L L I I I L . . L i- .- I L L L I L � I 1 : I t L L I I i L L I L L L I L I L I 1 L L L I I I I I L L � I L � - ,-I, � I I U : I L L L I : L I I 1 : I I I I I I > 21. Prior to placcirient ol'11.13.1". or concricte within tile public Right ol'WLty a mechanical "proof'r-oll" will be i-equired. TlIc critir-c - ­11i­. ,!, �:� I I I L I L I I I 1 . . : : L L I I I 1 L : L I L I I L L I I I L L I I L I I I L L L , I I L I 1111���,C�111� H i L : I : I L L I : I I I I L L L I : I I I L . �- L I : I L I I I I I I L I I I _.. : I I i : I L : I : L : I : I I I I I L L � . - I I I I L I I �::,­...1 L 1 � I . ; I L L I L L L I I 1 L : L c . I I I I L �� L I I I : L L I I L L I I I I L � L I I I I � I I I I L I I - 11 I-- L � I I I : I L L I L I : I : I : L I I I I I I L : I � � � I ' L I I L I L L I L L L I L I . L � SUbgrade andi base [riatcrial Shall be rolled with allcavily loaded N.�clilcic .iiit,,�,lllg.111111111ILlilI sluglc ax1cwelght OFat Icast � I � I I I L � L .......­-­-­ I i I I I L L =f:� I L L I I I I I I I I I L I I I t I I : I L I I I I I I i I I J= ­... I I ...� I I I � I . L I 1 : : I , L � I � 11 I i I I L I I L I : I I I 1 � L � L I c I L I ii I I L : I L : I : L : L I L L i i . � . I I L 1 L I I L I i L I � I L I I I L I : I I I I I ----.. ; I I L L I I L I 1 : 1 I I : c I I L I I I I I I I I L . . I I I . I L I I L I I I i I I L L I I I I I I I L I t"­­ : : ­­--L.........y....- I 1 : : I L I I I I i I i L L : . I I I I L i I I L . I I I I L I I : I L I I � I 1 : : I L I I I � I : L I L L L L I I � I I ' L L � I I - - I I I I I I I : L L I I I I I : .... I I I 1 I L : I L : I I L I 1 , � i L L I I I I I L I L i L I L L L I I I I ­.­ I I I L I I I L I . I ' L I I - - I . . '. - I : I : I � I L I 1 : : I L I I i I I I L I I �l : L L I I ! I I I I I I I I I L I i -.--., I � � c -adc/basc scclion c,diliblti 'CCSSIVC PLI111ping -d6onriation as deter-nifficd b ., tile construct I I i � � � � ii � � I I L _771 I L i I L . I I I L I : I L L I L I � i c � 1 � L 1 -_ ­..." F] L L , L I L I I L I I i I L L I L I I LS,000 lbs. Any SL]bgt Ing C-1, o I y 10.11 1.1 I S p c ct o r I- I I , , . I I I I - �� - I I I I i I I �" 7''�":,��:��::I .- , :::�:::�::�:��� I i _-L.-,_L__.. L I L . L I L I . . I I -----_ . - - I I L L I I i����;:����I I I I _ , I-[_.11!__L[_-i . ......I------­1 .1- , L � �, , i L I I I.I I I. I I , 1 I, I I � L L . L I L I L L I I I i ­., %=::�= L 1 ' ' ' 1 L , L I L I i � r L L�L I I 11...-...---------...­ I L - I I I ­­­­: I LL L L I L . � : 1 1 1 i � i 1 L L L I I L I I L ...LLL1­LLL L 1 LL...L�LL...LiLLL...L�L...LLILL...LLILL...L I : : � I I I .- I I I-I I-I I yl�....... 1 L..... i i... - i I I I I I ; L i . I�����I I - I : 1 1 L I : I L L L I d I L -, L L - . I I I I L - _ � I L L : : ILL'-' 'L L- I I I'll,,.I 11 1.I-- __.. -,i_j L ,'LL' I 11 I I I I i I i I .�- L I �:�....................: I . I '-'L......-I I I.I I L L... 11 I i I � 1 : I I 1 i i I � L : , I i -_ I : L I L 1 : 1 : I ..-J.-_1....-..�---i � . L L", : I I I I L L I I.I,, , ,,,, L L L I I I I I I ._:__�::H I I L I : I L I I I I I : L I I � I � . I - I I...-'L'' L L L 1... ... ,,; : I I � "I'll I I I I I I I i , - I ' , , L 11 11 I'll,I I L I I --� --- I ­:­-­I­,�L . I -_ I 11 -­ I I L . I � I I 11"I'll .I I L -'"'' ' I - I -L--­­L...I L I I .... I L I . i i L -S p.r. or- to a " rooi,.roll" I � � I I .._m..­_.­, L 0 ....­'­­­i­­L'LI L � I L I L L I : I L I- = I L I 1 1 1 L L L I i L t I - L . : I I L . . L :- L =I I , i p I � , i 1� � � �i I I ificd to Ii - - -I-cd 24 ...........1 _ slia 1.1 be reworked, replaced orniod 3.1-111 anoll-y'liciding SUrfilcic. The TovNi'n ui'Vail Construct oil inspector. shall be riot 77 I � � � I � I t hour i=1 � . L L I I I < � - � - Ill 111.1, 1111...I,- - L L I :iiiiiiiiiiiiiiiii: L I : I , I - 1.1.1 I .1 I... -.1-1, L I LL I ­­­-- .... L . L L L i I I " L o- L L I I .1 1) I � I � I ­_L_I , ­1 L _.- :L L I I L I L I L L I L L I I i I . The contractor shall fill-nish c1cciti-orric arid hard copy rcprodLJCibIc As-Buill record drawings showing horizontal arid vertical -11 �Jp . L --......1, � L I I'll I I _!-li 1� �l��l�ll�l�IIIJIL�ll������l�l�l��lI �� ii ____ ......iJ I L I L _� . : I L I L i L � I I 11...1-1.1- I L L E ; z ; L L I L 1 I L I L 1 : I I lr � JJJiJIL . �L'­­ L I L � I IL L I L I i : I L . L - I I � L , L , 1i i I I I I : � 1 1 I 1 I I ", , : I � : I L I locatioirs arid clevatioris oi*coiisti-uctcd improvionicnits ilICILIdnig, all utilities, arid drainage appurlicnecs priorto acccptaliccol'thc am - L_= I El=il I I L L 0 F lllillilillillillllllillillillillillillilli1-- L , L _ I 1 ! I I ' ��l I � =ff ­­ , . 11, I V. ;... I....i I .... I...L LI I - L Il�1 ­ L...L I :.... ..L . ' i : _ �_ ; 1 i �..! _�_ L ,I .... ..L ...1 :... L� I...L �.; ­­ ' ' - - I 1 'I 1 1 ., ­1 L I 'I I I L' I L' I i ' ,I.. I I : ­ ' J o,c,L t L I I I.LL-LL.LL"LLIL IL IL ILLILLILLILLILLILLIL IL IL IL L I I —- - ­.-111.11 111.11 111.11 111.11 111.11 111.11 111.11 111.11 111.11 111.11 111.1 11.11-.1 .---.--.--.--.--.-. "Ill... 1 1 J 1, L J 4_l1_,LJ1...L L-)JI-I'Ll" I J,,* , , - L, �L'I"' , - L'' :i�...I .i- !� -1: 11 L !I i' L "I'l'"'I'll""I'll'll""I'll""I'll",'ll""II.111,111.11 ­­­­ 111.111,111.11,11"..",..... - ­ - - - - - - -L" - - --11 I..--.._.- �_.. ..L.-- ­ ­ ­ ­ ­ I I - 11 prq�icct. 11 I-,I-,I-,I'll I-,I'll I'll I-,I-,I-,- � � � � � -1......I.......--.:.--.:...........I--I'll I'll I'll I'll I'll 11 I I'll I'll I'll I'll I'll I-,I-,I-,I-,I-,111.1 1, 1 I...I r, L­J J L L," 1 1 0-L[i U I J - - ...�1­dljj,"Ll"L-1 � I _J 'I L 'L ,,,, - _ ..--.. I I------- : i I ­1 I Ul 11 'I i ; Ili ILI 1L 1L I 1 1 I _�� -­------------------------------------------L ....I LL....LL....LL....LL....LL....LL....LL...LL...LL...LL...LL...LL....LL....LL....LL....LL....LL....LL....LL....LL....LL....LL....LL....LL....L.....L.....L" ..................._...._...._...._...._.----'-LL... - I .I........L: I 11 I 11 ...............I -.....11...."Ill-, ­­­­...I'll,...I'll,...­­..­­­­, 1.11,11,...-....-....-....-....-....-....-....-....-....",".."I"",.." I I I - I 1 1 1 1 ­­­­­­­­­­­­­...- . ­­!L' _'-­�'­.........._�..........�----__- __ -1,I- I- L I, 1 I I I I—[ L , I I, " -I 1 I I i, ULU' J I Ii � l ,.ill L "I'll", -,-_.__.__.___, , ..'. , , j . ... ... ... ... - - - LIL - 1 1 1 _ _,L JI..... ..... I J. -1 1 -.1-1 I - -- .11 � ,� , '' _1 ­ 1 1 1 - . L, L -, , � . ')3. The contractur- shall vidco canicra (TV) all installed public stonn scNillii p c priur-to final paNi, _� I - - -"I'll.11.1.11.1.11.1.11.1.111.1.111.1.111."I 9j9m9mj 9- - .............................. ........................ I i I L 1, I i -­.­.­.­­­­­­.. 1.1.111.1.111.1.111.1.111.1.111.1.111.1.11,.I.111.1.111.1.111.1.� "" .V I , L � , I 11) I 11- and/ Ur other' filial SUI-iUcc L'LL L'LL L'LL L'L L' L L­L L'L L'L L'L L'LL L'LL-LL........-------------------------1:L­L L L L L L L L L L L - -__­L...L L'LLL.....I - - -..:- - 11-1.11-1.1........................I.., "I'll.- ........ �L:':'::�I......... 'L------------:­.... :L...:1--------------------=­ ­LLL... ..------------- I LL L LL L LL L LL L LL L LL L LL L LL L'LL L'LL... LL...LL LL...LL...LL...LL...LL...:L. _=_ = =============L " .. .......... -- - ___J ..................... _111111111, 11 I I I I.." q _-, -.1 , zz � ..,."",.,."",.,."111.1.111I -11 "I'll - 11.11,1111.11 - - ____ - ­,"''I'll", z::::;::I.....-......I—- . I L OL 9 0 OL 9 I I 11 11 1 I 0 LL 9 0 LL 9 0 - --- 1 - __ ...... -- i ]It im- 1-1.1.1-1.1. I I I I - ... ­I I I I , - , I I L I I I I I I I I I I I I I 11 I 11 11 I 1 �_.�_ _.�_.�_. I ,�. -j...- L . I I L L L L L I I I , - I I 11:1 _-1.1--1.1- . ,- , LLUII ­­.- ` I III I I I i I 11 ­.­­...111I.- I - .......... 1 .." - ....1. - I I I -1 I I...�...11 ­ ___ � �qmq�0 L I - L treatments arc cuillpicitcd. A copy ot"thic video lapirig, shall be provided to the Town ut'Vail foil. 1-cvicw and approval arid rccurd I I I I ­1--- I : T_ . 1 ......--- I . i , , -L - ____ I I - � It mi I I 1.11 t t 1.1. .................. 11 L . ......I.....i......i I ----� I I! I :1 , : L 1 I I == ­­­ L ...... .......... : .1.11,11.111.111.111. - :� , L - L L 11 L-LL --- - I 1 1 I I ;I i i I - - ......_ L L t - I 1 -_ - ­ - I I� 1 111 I I ­... I LL ­­­_ . - I - I ...... "_LL - - , �i . . � a I I I !� I 1 , 11 I .1.1.1.I-- I : I 11 ­ILI I I I . - %4% L L keeping. L L'LL- L­LL- L I j L-LL __ - I i L­ !I I LL...j I I \ �L �L �L L �L� L L L L j j -­­­­ ......- .1 I j ...-...I I-,....­.­­..­­.­ � __ .1 � j___U1 . . , 1L-I_li , - I I L - E I I 11 i ... 11 j ­­L­ j j j j - L I 11 � il� i - . I I 1 .. j - "I'll" I'll, L..----L- ­- - 11 I I I I I 11 j j'' _ " "", ..........." "...- --i- I j 11 =, 1- ==.-.-, 1 ---­­ ­­-----:.� 17 , � ­­ ii I I ­_I I L _.. I L I . - - L ,41 L I I : I ­­­ - 24. The contractor shall be responsible .1' r all aspects oFsafi ty -inClUdill , bUt riot firnited to, excavation, tretiching, shor no traffic I I - L I 11 I a RE M, E I ii � I = I ____ 1 I'll 11-111- _ � - � I I I L L I' ll , ­­­­ 11 11 ­­­­­ I jj , 1-1-11, : I I 1 . . I L LL �......-......­­­....I.......j j j­­j,--j- ­­- j j j ­­... I I I ....1.1- . � 9 -,, j I,, � .......... I � ,, , - --- L L �L L L L L F,�/ L L jL-­­­­- - - jj jj , , ,- - - _f,ll 7� tl� -ji- I - I - 11 j j I-j j I L. , , ....:�___ -Er L L L'� L' L -T , ____ � 1 ,], ............ , , , � ____ , , -........- � , I, I � _ ------- - , I, I � ... ,, , , , I, .........7__ .................... � ..... , - - - - . � I ]............._ __ 11 I I . I I j I ---I ` I, -to OSI[A Publication 2226, Exct ,rid Trench J�� ­­­ LLLL'LLLL' - _ ­= ­­­­­­.,I.,I., j j j j L'j LL------:� " I � ��, control- arid sccur­ tN. Refer avating a Ing. 111-1111 . I , I I "I < ,. � , ' I I I I I I I j j I I L L j L j L j j jj j j I j j- t-1.=:.- j .,.-,.,.,.-,.,.,.-,.,.I.-I.I.I.-I.I.I.-I.I.I.-I.I.I.-I.I.I.-I.I.I.-I.I.l.-I.I.l.-I.I.I.-I.I.I.-I.I.I.-I.I.I.-I.I.I.-I.I.I.-I.I.I.-I.I.I.-I.I.I.-1.09&M9009&"90909&"90909&"90909&"90909&"90909 -- - . ....................... I '7 5. The contriactur shall submit arid have approved a Construction TI-allic Control Plan, in accoridancic with the MUTCD (Mantial Of _�� H � - ,j -j- j j j .. L ji::�:--- -------------------- ­ 1 j I - . . . . . . . . . I j -- I _Ji� � -I j jL j _____­­­L­jL' jL' jL' jL' - - - - - - - -j I I ........L,."I'll" ­.­.­...­..­,­­­­I _ - I I i--- I'll, ILU- I I I I I I I I I I I j I j j ­,""I'll , ..................j...-j jLL . L jL' ­­........--------------------------------------- ......j L _.­...... j I I j j ------------------L _­��L�j�' -11'' '**,\ I � j jL jL jL j I, __�_qlqlov I I j I I_____ I I I , j . - , - I I 1::I'll, :­"'­'­­­, -j 11 - -I j-:11 I I 11 I 11 1111111-L, I......................... I � , I I j 1 "; I _ I I I I -- 11 Construction Inspector, pl-i t tics Within, or- .7­..­.;­­_...I­.._j....., ,j j L ---- -__- In 1. _­'"I'll t, I z"__-_� I I I I � j , I j j ­­:­ ­.1.1.1 j - Unifi-Irm Triallic Control Devices'), to the Tmi oFVa ior to any coristi-LICH011 Lie IV! ___________ ____ -­­­­­ ­­­--­­, 1111-111-­11111 - 11 11 11 11 11 I 11 ��_____ 1­1 Ift "I'll, - = ...... I I .--.- L 7.1.1...1.11 ­J.,.,.___ ­J.......�......�_._�.�J, :--I� j j- - ----_ ­,­­­­­­­j L ��j...jj j > -1.1-1.1-1- Iii-, _�_ , - ,.Ijjl.ljjl.jjl.jjl.jjl.jjl.jjl.jjl. ___ I j .j j I.j j I.j j I.j j I.j j I.j j I.j j I.j j I.j j I j j ­L""'� ______ ­­­­1­1­1­11- I Lj"�_ ,, I . 11.11 � - � I I.. .. ­­­,... �w�I.,11 - 4 1 __ -L.....- ­­... - L-j- j . -­­LL L j - -, . .- I I I ­ - -1-1-4 -.-. j j j I.- j j jL j � L j L 'T...L'I _ . At' cling, the Right-ol' W, , The contractor shall be responsible I'M pmviding my and Lill traffic control devices as may, be I .. I ­ I­I A�..................... - L ­­ L - I i I I ;L - ZI=_ I . _____ It" I—V-1:1 _­ _. L I ­ ____­ , " , " t ,� � I j ; --"--, I . I j- ­­­ L 11 11 I I - -i L-L __ - __ i "" . ; I I , I j I r - - ......I - - - I ____ ___ -- __ I...1­11.1.1_.��17....� � 1 I �.�,,I, I i I . I `� - j-_­­I . - - I I I �, I - ., 1.11 , LL ­­- I I - I......4...jl j I ____ - 1_r - L. . - 16. The contractor shall submit to tile Town oi'Vail Construction Inspector arid gain approval tior a construct fall, .� . . . � L I J:i..:IL - I �� -i . I / m m m M. I �I I " I I ............ I..�......��__j..... "- ­­_­....Ij . j - - i . - J_ I I - I- . , . - - - - I I ;,-.A I I I i I"I ­ ­­ �__ - - , L I I j,L­­4 ­ I . i� I .- I L �I I . L "I". ­. I I'll, L I 1.1.1-1.1.1-1.1.1 -� ­­ I , . .....................L 1-11.11 : 11­ .11 j I requ tied by, IIIC COIlSt.1-LICI On act V tics. �j-'�- i , I.-I.I.. _____­ - . ....... , � 1111�= - I - I 1 - - .� , - - , -I- , L ....I I� I ­ j - L, , ­- ,, 7 , 'I _11� ,� L L, .L, ,. I#__ - '. .11. , � -, iw ia I- lt�t.lr]�-L`Iii __ I- 77i7w - - - I .. j - I 11.1. .-L 1-" --__ I j­:.�:: _. I -I I --- ­­_­ - . 1 ...... - -,--! i ---I ... �_ I....I....I.., 1 4 LLL' iii1j,...j�...�... 11.1hiit...­11������j"- �L _ '' L­1 � - 11 I -_ - -j jj I 11�1 1 - � I . - - j-j ,­L' , - I I I I I Ij I I I I,, �.­.....­­;­LL1j jLL t j -jLL I : i-j-' I _­L­LL ­L­L - j L- - ­­LL­L­LL­L­LL­L­LL _ -LLL­...I 1 � 'I'_:� - ....."j-11-j-'� ��:';-� �:::�...�::�j.....--ij � _77"_­7 -�I I­ - I I I I I I - j L j 1 1 � ,�, , -- ... ,, I I I I I - , - - � . I ,-, : I . � / - :�=��j sclicidt,41110 arid phasing. plaii prior,to the start of*construction. I- �:��L:­':'��­­�­! �'���, 17 ��;� ��t��::::: I ,. j__ ' ' 1, I- , ­14��'_�� -, - I I O� UTH ELEVATION __ - I j j......I.. - !L:77�� .1 1:�,�����������:!!!�'i'!�'����r�, ...........-, ]�:,]�:�.],,LLLII�­­: �11, � 1 :� Ij...­��L LLL­L LLL­L' ­­-L­- ,I- ,, _,_1:]:::�:,:�:�1: I I L I - ,]:::�::.��::�:�,]::­Ljj­- j� I I : I L ���� jL__.... .jLLL. - j --Ti- : I 11 ­1­1­­1 1-1,I j I I-,-1,1-1,I j - j ­­­I­­­­, , ­­J I 1-1,1-1j.,� I -I Ij I 1-1,­1 I. I --.-1,-1,I - ­­­1 m, I I L�__����: �� �1: - I Ij ___7�7::_:__i ,LL ---­��!_ 'LL'= 2 7. Construction sites arid staging ar-cas must be tericcd arid inainta-licd '11. a sccur,c condition at all linics. Keep felicing and - j j - _,I 2 �::]:::�::­­­­­ I ===�_] :. 1-L j :�j _L� . not to scale- . - SL[rmt.11iding ar-cas clear- ot'trash arid debris. Any construction debris urtnud dropped into nianlioics, pipes, .01-trackcidonto CXISf ing ruachviays shall be rcinoved Illinicidiatcly by contractor. Contractor shall repair aity' cxcia,vatiur.is or pa,viciricnit t-dikircs caused I - I - - . w C D by coils true,lion %vithill or. ill the vicinity of'the limits o I"culls tructi oil. The CU1111111clOf sliall be responsible for-damage dLIC to I - 3: construction at no additional costs to owner. The contractor shall rcinove all sediment, IllUd, and construction debris that may `=� . j j j .. . . I Revisions: 1­71 accutnulatc in the flow lines, private property, arid public rights ol'mo,s of'flic town as a I-CSLI.It ot'this construction prolect. � It I j - _T_ Removal shall be conducted within 48 hours. RiCtUrn all constr-Liction staging sites to their ariginal condition Up011 COIIlplCtiOII 01' cr) the construction pro9cet. n, j,� - - I lons arc [lot s �:_ I C I D I �18. Diniciisions .for layiout arid constrLiCt loll al,c [lot to be scaled frorn any drawl.lig. If pertinent d incris' llovvil, contact Hn%_.XTEL SITE STATISTICS C-) the Dicsigricr for'clarification, arid annotate tile dilliclisioll 0.11 the as-built rcco.rd di-mvings. � `::� '79. 'File contractor shall ha vc, onsitc at till tillics, one (.1) Signed copy ot'llic approv cd plans, one (I) colly o I*the appropriate C D < standards arid specifications, arid a copy of*any permits arid extension m,,rccincrils needed for-tile job. 51TE INFORMATION- � - __� . C/') 3 0. If', during the coristruction process, conditions al-C ClICOLIII(crcd ,ilivii-Ich could indicate a SiftlatiOR that is not idcrititicid In tile I— ** FIGURES LISTED ARE FOR ON-51TE IMPROVEMENTS ONL'T'. = plans or spccifications, (.lie contractur shall corilact the Owner, tile Design Engiricur arid the Town oi'Vail Construction 11 I FIGURES ARE f=ROVIDED FOR f=LANNING AND ZONING :� Inspector-11-irtincidiatcly. => � IF COMFLIANC,E ONL'i AND ARE NOT INTENDED FOR USE AS IN U U 31. The Dcsionur Shall pruvidc, ill this .location oil the plari, the location arid description uFflic rical-Lst surivvy benchmarks i6i ' EVIEWE ' BY: C) �r I � r-) pro eel its NNell as tile basis ol'bearings. The intiol-Mation shall be as fbilows: GONTRAC;TOR, E31D QUANTITIES. �i _" = 13ciielrularks - Town ot'Vail Sult-vvy' Control SURFAGE C;OVERAGE 5UMMAR" AREA (5.F.) 51.' SITE C;OVERAC- E C) �__ B.M.Nuinbcr- ,E.Icv.= , U ,. =D ry Description . THESE f=LAN5 HAVE 5EEN REVIEWED 5'r' THE �__ j - - 5UILDING (EXF:>06ED) 33,(000 6F 3a.a% Cn 321 Locate, protect, aridiriallitain bcnichiriark's, irionuiricnis, control points arid prolcct enguiecring rcl-crcucc points. Rccstablish FOLLOWING LOCAL ENTITIES FOR CONGEf=T = I C D diStUrbcd or- dcAroi iticnis at Contractor's c,xpcnsc. AND GONFORMANC;E TO LOC;AL STANDARDS U - . - - ' ____ 33. The contractor shall be responsible for r-cphicunic.rit oFany existing materials that are dainagcd dUrnig. C011SU'LIC(lon within the f=AR<ING/QRIVE& 10,100 5F 12.49- C/') ONL'T'. REVIEW DOES NOT IMf=L'T' 171-1 Ilinits oFconstruction or Ill tile vicillitv of'the Ii.1.1lits of'construction, at no additional cost to the Owner. . j RESf=ONS151LIT'T' E3�' THE REVIEWING = 34. When till existing asphalt street must be cut, file street must be rcstor-cd to a condition cqLjal to or-better,than its original GUR5 4 GUTTER (1/445 LF) DEf=ARTMENT, THE LOCAL ENTIT'T' ENGINEER, Ln ____ = condition. Patching sliall be done ill accordance w-ith tile Town of'Vail Street Repair Standards. Tire scallis uFflic asphalt patches Shall 3,(o 13 &F 4.2% - OR THE LOCAL ENTIT'T' FOR AC,C;URAG'1' AND = be llifil'afcd Unless othur-Nvisc illstl1licted by the TUNTillm of Vail Eligillect'. TOTAL NON LANQeGAf='EA5LE 4a,001 &F 55.4% C;ORREC;TNE&5 OF THE DESIGN. Ill 35. LIP011 COMPICti011 UFCOltilUn, tire site shall be cleaned andriustorcd 10 U condition cqual to!, or better- than, that which existed C-) f=LANTING AREA (6OFT&CAI`=E) 3 0,1 r52 5F 3 4.0 5!/. -_ I 7 I I I bcf6rc construction, or,to [.lie gradcs arid condition asivquircd by these plans. EAGLE RIVER SANITATION DISTRICT C� 3 6. Slandar-d Handicap ramps, are to be constructed Lit all curb rcturnsasIduntilicd oil these plans. Tile construction ot'llIcsic Sf=A 1`=LAZA 2,032 &F 3.2% Cn 5)i,- DATE- Ill haridMap rairips shall be in accordance toADA C111.11-rent standards. RETAINING WALLS 2,032 5F 1,39., n- let,acceplanic -11, pUblic iniproveirients depicted ill these plans shall be guaranteed to be firce froininateritil I— 37. .At' j c by- the Town oI'Va - &I Q E WAL<& 2/a32 SF 5.3% HOLi1i' GROSS ENERG'T' C) arid wor-kirianship (-Icf-ccts fim. a Iiii.111-1111.1111 period ol'two,yuirs fil'oin !he date ol'acccptaricc. TOTAL LAN1_-)&CAf=E AREA 3a'(0cia &F 44,(O% r�l 17�_ 38. The Contractor shall be solcly, and cuinpletcly, i-csponsiblic fiUr tile conditions at arid Lid accrit to the ob site, Including safety of 5'T': DATE: < .j J :� persons and property during pcO61-Maricc of'thc work. The contractur shall provide lights, signs, barricades, ikLig,mc.n. ,or-othur EXC,EL ENERG'T' Date: 10-IE7-12 j I I - . - - j TOTAL SITE AREA 3,5,61�a &F 1009./ - devices ncccssari, to provide 161- public Safety, pedestrian and VichICLIhir access as .nccdcd. This requirc.nicrit shall apply, - * - - 5'T': DATE- continuously and riot be limited to rionnal workilig hours. = = 39. The Contractor shall riot illivillfully proceed with construction -,is designed when it is obvious that pI'CViOLJSIV unknown 5LQG AREA-5ELOW GRADE L -2 3a,e�>o 6F QWEST Project No: 24(o4 I Ill ObStRictio[LIs andel'or guadc difl-crcticcs exist (.[lilt inay nut hu'vc bcc.li.kriow.i.i dUl-ing dicsigri. SLICII conditions shall be irrimcdIalcly, TOTAL SITE C,OVERAGE - 4 4,3 1(o &F 51.2% 51T,: DATE: C.) - - - - = broUght to 1111C URC1111011 01111C LAVIIU's I'cpUCSCIIlUhN,c for decision. The contractor shall aSSLIHIC I-Lill rcspurisibility for- all nccessary % OF PLAZA AREI� I C I�I fins arid repairs due to failure to give such notification Lit nu additional cost to the Owner. GOMCA&T C,A5LE � Drawn by: U-) - 1"LAZA AREA 15,14 0 SF 40. At tile end ul'cach %NOrli da 11 � 11 I Or,connecting 1A., Ill y,, I ic Cont'i s iall be NSP011sibic I' the existing Storm drainag,c pipes to t- r�l L_ . ff'ROVIDEID SNOW STORAGE 5,oao 5F 1 33.(O% 51T,:- DATE: newly, installed stom drainage syiistem. All drainage Systems within tile construction llinits sliall bcinaintained by !lie �__ � � I I � Checked by: C D Coiltvactor. for tile entire duration oFflic construction proiect. Tile contractor shall be responsible to iritaintain all drainage withill ry , the construction site and offislitc draiiiaRc which is directly ail'Wed by constr-LIC111011. G: STD. HC VHC_ - r�l - i f=A R<I N _< Sheet Of �I__ 4.1. Contractor- Shall be responsible ficir inairitaiiiing the Operation oi'thc existing Town street lights within the prcliccit 1hrilts. The .LEVEL-I la 2 1 _J contractor- may provide temporar-y strect lighting approved by Town oi'Vail, when existing street lights are rcniovcd. LEVEL-2 la 2 1 j " . - j * 42. Contractor- shall be responsible fio-r-maintaining the Operation o.1'existing Town irrigationlines within tile prqJ1cct linilts unless � FRONT ENT1`R"r' 5 1 1 _-D r1r, otherwise approvicd by, the Toili,,%ri of*Vail. in - TOTAL Sf=AC;E& 15a 5 a ____ 43. It is tile.responsibility oFtlic contractor to protect arid preserve Lill (:rccs, bLJSlICS, S.11[-Ubs arid cover ill a manner acceptable to (,lie IIIIIIIIIIIIIIIIIIIIII w j. jL IIIIIIIIIIIIIIIIIII - I I , I Ill I . li! V N? t Z d 1111111 ;k(I I I"q I I 'I 1i 2 I IK m.Nricr. A.I.Iii[-aisoi-TL.IWI.lOi-VLti[ Ri--Iit-(.ii--W�tN,- d.-IStLirbcddtiri.iigC(.1.1.ISIL-LIL�tiO[Isli�t[Ibcwc.ilg�-�tdcdtodr-Ltii.i, coN,,ci-cd,k,NlitliLi TOATAL I ro":� T 1 I 11 - fl. te I -Vdil"S standard spcci c t io..s. ZONED. f=U5LIC; AGGOMOFDATION DISTRICT - C) niiii. .tiu.iiiul-4-iiiL:.[iCSL)�[ IL.IPSUt .. c�rt .lizcd. [.IILI[chL:dLi.i.id �rc-sccdcdaccu:rdii.igtotlicTuNN�'i.IL)I rl �I 11 1 C-14 - 44. Contractor sliallillaintain access to fire deparlinctit hydrants arid connections sliall bc .maintaincid throughout construction �2 i __� UnICSS Ot1ICrNN'ISC appl-ovcd by, the Town ol"Vaill. Fire Dcparinicrit. �2 (�COPYRIGHT TITLE SHEET 15 5 �r LEGEND O'BRYAN PARTNERSHIP, INC. NEW LIGHT POLE ARCHITECTS -A.I.A. EXISTING SAN. MANHOLE NEW SANITARY MANHOLE sT EXISTING STORM MANHOLE ARCHITECTURE, • NEW STORM MANHOLE PLANNING, INTERIORS e NEW GATE VALVE P. O. Box 2773 EXISTING GATE VALVE 620 Main Street, Suite 8 EXISTING WATERLINE FITTINGS Frisco, CO 80443 Tel: 970.668.1133 NEW WATERLINE FITTINGS Fax: 970.668.2316 TAPPING SLEEVE www.oparch.com EXISTING HYDRANT NEW HYDRANT DS* DOWNSPOUT �" ■ EJT EXPANSION JOINT ® ®■ ` ■ ■ ■ O PROPERTY CORNER �■ ■ . SIGN _4 •` 0 TRANSFORMER ❑-° EXTERIOR LIGHT AND BASE ®� ■ ACCESSIBLE (ADA) RAMP ■ 5, r ... : •, ., rl FENCE SET BACK - - - - - EASEMENT sF , �Fr — — ROW/PROPERTY LINE t EX. CURB 'tip 110a, NEW CURB 'e� ��� ♦ SIDEWALK a so ,4i 2�0o�. S EXISTING SANITARY SEWER moo �`'� ♦ S NEW SANITARY SEWER W ♦ W EXISTING WATER 4 W NEW WATER U ` � \ ♦ E ELECTRIC LINE sF \ ♦ UGC UNDERGROUND CABLE Z ST EXISTING STORM SEWER _ _. \ ST NEW STORM SEWER �■■V _. ♦ GAS GAS EXISTING GAS LINE g 8°'�s2° \ 2452 EXISTING CONTOUR j MEADOW ROAD 99ss9, ...-..,..".. � � \ (R.O.W. VARIES) s - - - - - � - - \ — —2455— — PROPOSED CONTOUR 1 oo�c�N�FF 999sq ' f \ ♦ ♦ OHE OVER HEAD ELECTRIC F�.O,�.99 `� __ F RD ROOF DRAIN W A'�ti 2j° _ DT DRAIN TILE G1 ♦ - - J L - - � �25 `L S52°46'48"W - 212.56' 06 0� \ ♦`�7 \ 4%; 1 00 °O °O 00 00 00 °O N 0 ZCI - Z,�1°'q' 5 h � `bhp° Cb��h `bc,�. ��1 �h0 `bp1 �h0 �p1 �p1 �h0 `bp1 cox VV gds \ 1 \ J O O 10 O O 10 O 10 10 O 10 O O 10 O CA '1 1 /�00, 9&N oh � 10� O° 00 \ F \ CD k O� • O��• I `SOO S'00 60� �O� � • �U I , � 1 20'—/III i C = boo boo m Revisions: 000$ 1 N X51 533 � NOTES: S52°52'16"W — 554.53' ,tom 1 . SEE PLUMBING PLANS FOR FLOOR DRAIN LOCATIONS 8c PLUMBING INFORMATION. FO FO FO FO 0 0 FO FO FO FO FO FO C3 FO FD FO FO FO FO FO FO FO FO O FO FO FO FO FO FO FO FO FO FO FO FO FO 0 11 + 00 12+ 00 13+ 00 14+ 00 15+ 00 16 + 00 17+ C I I I I I I � I I I - --- -- ...... ..i ...,,..,.,, ...._ _......_ ..._......_ ....._.... r _......_._..g•• .......... ._._-_._. k ._-_._-- k i —. i _,i��� r. p.. i i .,—... . .i—_w,.___f. ,.. .. J.'t_,._.._.._._..I'.. ... J.,._ J••;. ....,...,_....,._,,.., ,v------.v..M ................ ..... ....... .......... ,„_ ....._, ..._,., e _._._._._._.—_ ..... ..._...... ....._.... _ ....... ._....._....._.._k _._....._....._ _k .._....._ _..._..._,.. _,_,_..., f—,,.,,.,_,. . ------ ___, —... ._ .. ..--- .. .. .. .. 6—_.. .. .. .. .. .. _.. r r r r E is i I I I--- I- I i— r r r,... _.,, ..�, .._. .._{ NORTH FRONTAGE ROAD `` •. IT ,uV , INTERSTATE HIGHWAY No. 70 (R.O.W. VARIES) IMF Date: 10=I5=12 Project No: 2464 51 TE FLAN F - 2 o Drawn by: C-I Ill =20' Q J Checked by: Dig Safely. Sheet C utility Notification Center of Colorado \�, Call Three Days Before You Dig \�V 1 .800.922.1987 www.UNCC.org ° io zo 40 C. SITE PLAN 10 13 2012R:\PRJ\VAIL-MARRIOT RESIDENCE INN\VAIL MARRIOT RESIDENCE INN\SHEETS\CONSTRUCTION DOCUMENTS\C-1 SITE PLAN GARAGE LEVEL 1 GARAGE LEVEL 2.DWG ©COPYRIGHT LEVEL P 2 O'B RYAN LEGEND PARTNERSHIP, INC. NEW LIGHT POLE ARCHITECTS -A.I.A. EXISTING SAN. MANHOLE NEW SANITARY MANHOLE sT EXISTING STORM MANHOLE ARCHITECTURE, • NEW STORM MANHOLE PLANNING, INTERIORS e NEW GATE VALVE P. O. Box 2773 EXISTING GATE VALVE 620 Main Street, Suite 8 EXISTING WATERLINE FITTINGS Frisco, CO 80443 Tel: 970.668.1133 NEW WATERLINE FITTINGS Fax: 970.668.2316 TAPPING SLEEVE www.oparch.com EXISTING HYDRANT NEW HYDRANT ... p S• DOWNSPOUT ® ■®■ ■ EJT EXPANSION JOINT O PROPERTY CORNER F F�FF>- SIGN 8q 0 TRANSFORMER `. F�F��� ♦ °��,. El— EXTERIOR LIGHT AND BASE ®� ■ F� s s° o . /1)4 ° ACCESSIBLE (ADA) RAMP ? , .o, s .., `� 13 FENCE �o (0 ♦ ♦ SET BACK - - - - - EASEMENT 4f \ ` ROW/PROPERTY LINE / ♦ — — EX. CURB Z F / � q NEW GUARDRAIL \ NEW CURB SIDEWALK Z ...._ F / \ 4f, / \ ♦ ♦ S EXISTING SANITARY SEWER '9 / \ \ S NEW SANITARY SEWER MEADOW ROAD W 9s '9' �s� . �. . .. , S' ♦ ` W EXISTING WATER ti (R.O.W. VARIES) �'oti�ztisFF°�'99'�q / — — — - - — — — � - - � \ ♦ Wm NEW WATER U c4'F�°�'9s OP. / r � \ ♦ E ELECTRIC LINE " " ".... _ I \ \ �� UGC UNDERGROUND CABLE ST EXISTING STORM SEWER _..._ -_._r.. . / / I I ♦ 2�., ST NEW STORM SEWER W 00 ♦ / I \ F GAS GAS EXISTING GAS LINE g S52°46 48 W - 212.56 wATERENTRYB s \ ♦�9 2452 EXISTING CONTOUR i SPRINKLER MECH. ♦ — — — CONTROL ROOM \ c4 2455— PROPOSED CONTOUR \ ` OHE OVER HEAD ELECTRIC / 00 O RD ROOF DRAIN W o0 00 00 00 00 0o 0 o� o0 o O ♦ DT DRAIN TILE TOR U 1\ O O O O O O O o 1A �0� X01 �'� �0� � �� 0��• � • �'� \ 5 s l l O O O O O O O O --7 10�� X01 1 X01 01 X01 X01 ,�1 X01 I 01 X01 ,�1 ��� \ ♦ ♦ `a O O O O CA l O O O O 9j O O O O O O O 9j \ o �O 0A� X01 i II 4 a I tD i ............ S33°34 S52°52'16"W - 554.53' NOTES: 1 . SEE PLUMBING PLANS FOR FLOOR DRAIN LOCATIONS & PLUMBING INFORMATION. Revisions: FOT--FO F0 F0 F0 F0 F0 FO FO FO FO FO 0 Fp FO FO FO FO FO FO FO FO FO O FO FO FO FD FO FO FO FO FO FO FO FO FO O Es 00M � I � S 00 12+ 00 13+ 00 14+ 00 15+ 00 16 + 00 17- (j I #{� o i a Roo 128TITLES f M 6T I IKLES I I I I I I I L I I I Room T _............. __.. .. _.__..... ......mv.._... ... _D C� � Li L. L@ La i_a �a ., L.._i �.€.,.. ,�.., ..a�.. ..a�.. ..t..a" t� 1_1., .,t_J "a_J ..i._J t_J "i...� ,... .. :.. €,... :..... ....=;...... ....�'" .. ...I"'" .. ..a"'", .. ...I""� .. ..g".� ..:� .. �.. .. �"'.. .. �' .. .. �' .. .,o- .. ...�.. ..7._L. .,t�.. ..�"".�.... ...7"�... ....��... ....�... ...:�.... NORTH FRONTAGE ROAD INTERSTATE HIGHWAY No. 70 (R.O.W. VARIES) ti ELIL111'''J1:: EDGE )j::: _ Date: 10-I5-12 Project No: 246.4 Drawn by: o Checked by: & ITE �� _ 1 Sheet Of F F Dig Safely. �o C-2 1 il =20' Utility Notification Center of Colorado Call Three Days Before You Dig 1 .800.922.1987 — www.UNCC.org ° to zo ao 10 13 2012R:\PRJ\VAIL-MARRIOT RESIDENCE INN\VAIL MARRIOT RESIDENCE INN\SHEETS\CONSTRUCTION DOCUMENTS\C-2 LEVEL 1 SITE PLAN.DWG ©COPYRIGHT SITE PLAN LEVEL P 1 !!55 5 LEGEND 4 O'BRYAN PARTNERSHIP, INC. NEW LIGHT POLE ARCHITECTS - A.I.A. O EXISTING SAN. MANHOLE NEW SANITARY MANHOLE EXISTING STORM MANHOLE ARCHITECTURE, NEW STORM MANHOLE PLANNING, INTERIORS e NEW GATE VALVE EXISTING GATE VALVE P. O. Box 2773 EXISTING WATERLINE FITTINGS 620 Main Street, Suite s Frisco, CO 80443 n< � NEW WATERLINE FITTINGS Tel: 970.668.1133 Fax: 970.668.2316 TAPPING SLEEVE www.oparch.com EXISTING HYDRANT Alk NEW HYDRANT �s 11N°+0% DS* DOWNSPOUT i16 0 EJT- EXPANSION JOINT 7i aµ O PROPERTY CORNER 5 s T � SIGN � • ti',,., M <� ❑T TRANSFORMER k „ ® ,� a � EXTERIOR LIGHT AND BASE 4 2 F� ' ACCESSIBLE ADA RAMP o ( )ti AM FENCE ST ... ` SET BACK ti N S� - - - - - EASEMENT i MIN SOMEONE ROW/PROPERTY LINE EX CURB sT \ NEW CURB s TW=8029.00 _ SIDEWALK F GR=8028.50 S EXISTING SANITARY SEWER S NEW SANITARY SEWER T1N=8033.50 W EXISTING WATER W 8°?��o S�/ ♦ \\ GR 8033. W NEW WATER =80333..50 E ELECTRIC LINE lw_=8022.50 S ' \ \ R- 032.00 3 {GR-8018 � .' ' 2 \ UGC UNDERGROUND CABLE i = TW- 0 1.50 Z C8 C-8 ST EXISTING STORM SEWER 020.00 ♦ / R= 02 50 ST ,£• GR=8014.00 �~ TW= 02 00 ST NEW STORM SEWER LU 4 sF _ S� ---ST , R= 019. 0 SAS GAS EXISTING GAS LINE sT TW=8014.50 ° • ST - 2452 EXISTING CONTOUR -_.. GR=8014:00 > - >�. � by ST--- \ - -2455- - PROPOSED CONTOUR --s F�F� _. ....._.... TW=80 8.00 _ - \\ \ OHE OVER HEAD ELECTRIC ST , ST F ---s�- j8o3?o GR=8 - % ° �d RD ROOF DRAIN - \\ sT sT sT -ST MEADOW ROAD 99SS9' - _ - - ° 0 \� TW=8033.50 DT DRAIN TILE LU • •l (R.O.W. VARIES) \ 0 a _ �\\ j rz G 027.50 C-8 1.5 �s _ - - - - 025. 0 • =8039.00 0 0 .00 GR= 033.00 - - - - - - - - - -� 1�2 R- 4. 0 \: - - - - -�-� ���Sp =8013.50 = .0 R °\ GR=8026.50 __ - _ - - - 8013.50 GR 8007 50 0 °�' . O `,� -�-- -e6�7- R=8007.50 " • - ,� y CANTER WALL - - - e • 02 > "°' \\ GR=8018.50 - - - SO °° \ - DRY STACKED PLANTER WALL �� �� TW 8026.00 . TW 8020.00 i S ST - 7 S sT sT SEE NOTE 5d• GR 8020.00 T ST T 4 \ B 0 0 4• \ \ =8033.50 GR '•e TW s ° v c.9 .. _ _ .. •' __ � . ^� '� e � \� 1 W=8026.00 GR=8033.00 0 \, GR=8020.00 e°. TW-8030.00 Q 96, •�� TW=8000.50 e . • . :• : o •..v '° , .° ' '� � GR=8026.50 o GR=7996.00 �,� sue\ • LEVEL G2 BELOW GRADE ' � • • o RADE TW=8029.00 TW=7997.00 TW=7998.00 TW=7998.00 �`b' GR=8025.00 TW-799 . 0 LEVEL 1 �4 GR=7996.50 GR=7995.00 TW=7998.00 GR=7995.00 TW=7998.00 - ,'2r q,0 3 - TW=8024.50 GR=7995 F.F.E.=7996.00 4 GR-7996.00 4 GR-7996.00 G1 BELOW GRADE GR=8020.50 J 4 LEVEL =8020.00 MENOMINEE 8.00 4 TW=7997.93 TW=7996.50 TW=8002.00 GR=7996.10 PLANTER WALL �° GR- TW=802 . BEGIN 22 PLANTER WALL GR=7996.00 GR=7996.00 TW=8 TW=8028.00 1 \ OSED FOUNDATIO ALL BEGIN 22" PLANTE WALL o TW-7997.93 TW-8003.00 > - \\ =8018.00 _ 1 X00 BRI 125 LFR TREATED TR=7996.90 I, GR=7996.10 >9 GR=8002.50 `996, UN=/ g 0 \\\ GR-8025,00 1 � \ -. 6 ... .,°: GR=8002.50 \ _ a r I TW=7997.93 _ �:'; "•:f. ,.. • .� _ ': • '• \ GR 8018 00 GR=7985 0 , •,. TW=8004.50 \ \\ \ •' - •J TW 8024 50 - , • •y ♦ .r..e. • ,... .• n..1. n ..a.n-. r...- 4..' ......... .k I •. ..... '.' ..... ........ •�- •; •�• , �' \ 20.50 7984.88 FL PLANTER WALL 0 0 P P 0�� \ �,TW- 995. N . o rs. ,�i TW=7997.93 �, ,�:. . �, � �, ` •� i �. : f: 'f / `�o \ =80 IGO 028 00 h , o o- s.:; :•..., .:• ' � .% , `� \ o �' TER GR 0 GR=7996.00 , ° TW=7997.93 rL GR 993. 0 �. > O� ��, �L°'��o o E ,• K- 0� El \\ �o PLANTER WALL O =7991 30 ANT WA L oADING�9 Q, ' r, f o \� ° _ Revisions . • c � b � 'o � • ' TW=8024.•.. . �' ING ZONE ` TW=7996.00 �� :. �°'�• T 7998.00 F�- C-8 TW= 994. 5 � ZONE h �o O \ GR=7991 .3 _R=\985.50 `b GR G 9 5 i ® �� - - - 7 •. \- - - - ti � � J ,�, - � OOS � o 06, 000 � 9 , . A. TW 7994,25 9� 0 9 O z l F�- 0 0 T d < N PLANTER �V L = O �' ' 2% BOULDER WALL - TW=7995.00 `�" - - - 3 LEVEL G BEL GRADE o,'S�` 9 ST s A". 4 _ 024.50 - - - - �`L A 99 I -� F �80 9 7991.30 :; - - - _j3 - 1 �•\ sT �S s�, - - - - - - _ _- 9 _ _ ��� _ _O,c `S _ ST, 18.50 ME ME iMMM GR •� n ST ST-ST TW=7992.00 9g 9 / 0� 9 ` o,``' �0 �, 00 Op 0 F�- - ® _ 7 REMOVED P 3�2 `L 4 9Q ��' �s 9S 10 `�8 A� 0�) 051 6�2 c\ = 018.50 •. 118 50 GR-7991 .25 1 27 • 2 �' \ 7993. _ sr !• s o 9 sT .42 C .... 9 - - - _ �- � 0 7 4-AB e�a - o ®--' W=8 =8:018.50 TW4014.00 _ L..- �' 3 E L- R=8014..50 G =8 1` .50 7$� �' 9 0 _ 9 s 8 00 _- R _ STS ST U 8 ST�ST 93 > ST F�. ,q 3g 9 oos�o W=8010.5(3 ___ _ ST T ST ST T ST ST ST S ST ST ST ST ST ST ST ST ST ST ST cr S S T ST T cn �A�.. 10,0 s TC, cp �' 'o / T =8010.50 I / / / / o ��;' / / / N R=8007.50 ,o �� 1 + 00 17+ 00 EO 8005 o I�oO + 00 WEST DRIVEWAY GRADING PLAN Uhl, 1 SPA DECK PLAN & GRADES C-3 •d t •_,I ._.,I . k a .a i. . t"' �. . _ r ._ r r r ":_I _ . . d , ... : ....,. ...a ....�"" i....a uAa i....:. i..... i.. "1�,. �. ,.. «.: FRONTAGE ROAD IMPROVEMENTS �i NORTH FRONTAGE ROAD \ (SEE FRONTAGE ROAD IMPROVEMENT INTERSTATE HIGHWAY No. 70 °• \� PLANS BY PEAK LAND CONSULTANTS) (R.O.W. VARIES) APPROVED FOR TIMBERLINE ROOST LODGE, LLC Date: 10= 15=12 - Project No: 2411 EXTE f Of;R GF..,.AD INN FLAN - LEVELS 1 , 2 , 3 CD Drawn by: C-4 111 =20' z z Checked by: Dig Safely. Utility Notification Center of Colorado �� Sheet Of 0111 Three Days Before You [dig 1 .800.922.1987 www.UNCC.org 0 to zo ao C-4 EXTERIOR GRADING 10 13 2012R:\PRJ\VAIL-MARRIOT RESIDENCE INN\VAIL MARRIOT RESIDENCE INN\SHEETS\CONSTRUCTION DOCUMENTS\C-4 LEVEL 2 SITE PLAN & UTILITY PLAN.DWG ©COPYRIGHT PLAN LEVELS 1, 2, 3 A LEGEND NEW LIGHT POLE O'BRYAN Os EXISTING SAN. MANHOLE PARTNERSHIP, INC. NEW SANITARY MANHOLE sT EXISTING STORM MANHOLE ARCHITECTS -A.I.A. NEW STORM MANHOLE e NEW GATE VALVE ARCHITECTURE, EXISTING GATE VALVE PLANNING, INTERIORS EXISTING WATERLINE FITTINGS NEW WATERLINE FITTINGS P• O. Box 2773 620 Main Street, Suite 8 TAPPING SLEEVE Frisco, CO 80443 Tel_• 970-668.1133 EXISTING HYDRANT Fax: 970.668.2316 NEW HYDRANT www.oparch.com DS* DOWNSPOUT EJ T EXPANSION JOINT O PROPERTY CORNER L F S� 4 SIGN ® M.�� �S Rio ❑T TRANSFORMER <i of % ❑--a EXTERIOR LIGHT AND BASE ■ � 10 U,E. ti y o � so F S do N L.... F 3 ACCESSIBLE (ADA) RAMP \S ��NEW ELEC. SERVICE LOCATION BY HOLY T FENCE � : ■ \ CROSS ELECTRIC. UTILITY TO BE F LOCATED OUTSIDE OF EXISTING SET BACK \ sT PAVEMENT. - - - - - EASEMENT ■ F ROW/PROPERTY LINE / - - EX. CURB �� PROPOSED TRANSFORMER LOCATION NEW CURB sF EW PRIMA F��Fr CHILLER UNIT SIDEWALK E TRICAL SERVIt`E o " 12 ' . q 4 TRENCH DRA S EXISTING SANITARY SEWER BY H CROSS ��� 8021 RIM=8018.00 C-1 S NEW SANITARY SEWER E ��� ,°8�s-� E E%� / ♦ ST-11N W EXISTING WATER e0 2 �°0 5� �o ��� NEW INLET W NEW WATER 5�:• s `r� \ STA=8018 00 E ELECTRIC LINE ELECTRICAL NDARY S �Q5 �h// /�`'� \ ® ® INV(E)=8014.00 UGC UNDERGROUND CABLE V RIFY SIZ �WTH ELECTRICAL / ST EXISTING STORM SEWER EW GAS SERVICE � �/ / \ oo ±55 LF 12 HDPE @ 0.5� ST NEW STORM SEWER sF� sT�V�I IZE WITH MECHANICAL., � �/ / �' � a'P, �o�o. CONDENSING UNITS \ ♦ GARAGE LAUNDRY VENT SHAFT GRATED GAS GAS EXISTING GAS LINE -sT �� •' p ° (VERIFY LOCATION AND DIMENSIONS WITH �� �s� �o S (TG REMAIN) - - \ 2452 EXISTING CONTOUR W A?/, . y T ST F \ MECHANICAL AND I RE) -2455- - PROPOSED CONTOUR s ,---' '" 4 TRENCH DR N 12 Q T s F F� NEW RE TED- G7CS LINE �� / / \ \ ♦ RIM=8018.00 C_1 OHE OVER HEAD ELECTRIC s1 - - - ,������ .sT- ♦ RD ROOF DRAIN i 177 sT ST sT MEADOW ROAD \ 196390 EX POVVV�RL-�Pd _ GAS GAS G A e° s "` \ NEW N i - - - -- -� �s BE REMOVED) - ��` M" - - - -,� , 4 -- - - - ST-5W (R.o.w. VARIES) �- _ - - D' • a a e' STA N18+69 o s ti 0 4 - - AS ST-4W o6tiA', sFF�>>9'�q NEW INLET �� s _ _ - G / ♦ RIM=8018.00 o�tiF \�9 9�6� ' STA W12+59 - _ - - GAS LEVEL 3 AT GRADE •\ i UJ STING INLET) Fh,o_ s _ _ - _ _ ° . . • s� • INV W =8013,73 NEW INLET 011- C-) - RI 95_0 - _ - PROPOSED GAS METER LOCATION ° • \ \ INV(E)=8013.63 (� STA W12+30 ��� INV NE)=7990,90 - _ _ - - GAS (2 METERS) a -? `��' ° NEW UNDERGROUND ELECTRIC ° i F r N1_1 9 » ;IM-7996.30 INV W -7990.90 / s SI ±100 LF 12 HDPE - - • A, a / IUV 4 2-949 / o _ REMOTE METER SENSOR LOCATION ;'. ,' \, \ \ ♦ 4" TRENCH DR IN i GAS s SEE NOTE 13. •.,° , �` RIM=8018.00 5 �► / �� *_. \ RIM 8018.00 oHN-oHa- C-1 990.75 NEW �� i `, e '2°46-4 W 212.56 C-1 . . _ ,� / a .. Viz• \ 7 ME WE WE ME HIMEMENEW WE - 9 MEN ME ME ANNEENEEN ME ME BEEMENEE ME WE II ' " S52°46 48"JV 2120 (ESb1T) / / ° / •°e• ' ° � S rJ x52'46 48 hi 4y6.24 WENT•• SHAFT. . � EX. 10.0 U.E. � . ST ±100 LF 12 HDPE @ 0.5% rvAR G ST��ST ST�-- T ST T ST-�.ST S ��6T ST e j r •, . • • ;-� ° ° 4' _ I 1 dERIF` ' WITH MECH NICAL }�}� y. �y u p�� �y e °� 4, e. . : q d a10L 1 Uf 0;�7o a. . OI. ./1 Qf°L l .5 a U A. q;4 „ \ CONCRETE / SNOWMELT LF 18 HDPE @ 0.5% Icn .. _x, . :� I I . .. Sr ' 1 4 a q \ 15 LF 24 HDPE @ 2.82 NEW 12' GENERAL UTILITY ST-6W 4 ROOF DRAIN LOCATION 6 I I ELEVATOR SUMP 11A 4 \ \ ♦ C-1 ST-9N NEW INLET SEE PLUMBING I I (LEVEL G1 ) Q DRAINAGE, & PEDESTRAIN STA W13+59 ST-7W \ I COLLECTION INLET W PUMP LEVEL 01 - 4 ST_8W I I ° °' . STA INLET EASEMENT ) RIM=7995.00 NEW INLET 4 I I GARAGE/LAUNDRY VENT SHAFT \ RIM=8018.00 1 SAND OIL SEPERATO LOCATION INV NE =7991 .40 STA W14+58 NEW INLET i v q SEE PLUMBING PLANS RIM=7995.00 STA W15+28 (VERIFY WITH MECHANICAL) \ ♦ INV W =8013.13 INV SW =7991 .40 RIM=7995.00 QI I \ ♦ NV E)=8013.03 z ±60 LF 8" HDPE @ 0,5% (MIN) LEVE INV NE _7991 .90 I =7 92.25 vl I`�2-4" TELEPHONE CONDUITS \ 4 TRENCH DRAI 12 a'' LEVEL G2 BELOW GRADE INV SW�=7991 .90 1 1 LEVEL 2 BELOW \ RIM-8018.00 C-1 LOCATED GAS LINE SEE PLUMBING FOR INTERIOR FLOOR DRAIN OCATIONS & DETAILS Q 1 -2 CATV CONDUIT LEVEL 3 AT GRADE =S.' \ " 1 NEW ST C.O, 1 \ ±90 LF 12 HDPE X CMP STORM PIPE �"�' NEW ST C.0. _= RIM=7997.80 15 8 AREA DRAIN TO BE REMOVED_ N ` ±65 LF 8" HDPE RIM=7997.80 ±130 LF 12 HDPE INV W-E =7996.00 f50 LF 12 HE I C_1 SEE NOTE 5 \ - -RE L7�C�D 1 NEW RISER W/C.O. 1 INV W-E =7996.30 @ 0.22% LEVEL 1 AT GRADE INV S =7992.42 @ 0.5% '�~ LEVEL 3 f `, 1 _ 7 II \ ° SEE DETAIL 16/C-12 7 Q1 7 C 8 7 7 1 LEVEL 1 AT GRADE LEVEL 2 AT GRADE AT GRADE " INV E =7996.65 LEVEL 2 ABOVE �:, \ ♦ 1 O II cal VEL 3 ABOVE !,; ,:�.� M; ' ` `', RIM-8006.00 \ SP • 5 N, D RD � I I : s- .:•, ,. . :. . " ' � --X57- �-• DRAIN A DECK DR S TYP C .•..: : .. r• i. . 0y - I i"'rf�"�-'�M,,, ",.« a .•. ,••. •p`,.,'ti'.' °, .,:. .1 .a". ,. ♦ ..a. 't •1• � •• •.' •~ '•a.' :w} '!'�ti - /O 4 _ \ INV 799810 \ _20 LF 6 C 900 @ 2 •a I 1 Iv DT L .,. f ,•;.:•:..: a : • ; ;:.._. ; . 8 YARD DRAIN 1 1 '+ DRAIN TILE PENETRATE FND. WALL ;: . o SPA DECK DRAINS(TYP.) \ "ANN. ' a�•,. :f• .i•. •.,..�..� •.••4� �� •1 5•• •° ..'� - V. 15 ...�.:. ST-3W SEE NOTE 5 , .. .. ± OLF 2 DE @0.5� s� �• ST-5E 7 1 H P . .. , :.: ::''' 13-R NEW N1 6+72 .• IM 7995.50 NEW INLET - .• :': . .•.. . ..... : ..� - ±5 LF C1 r NEW SAN CO 1 NEW INLET ... - .�; IN 7994.00 0 8 HDPE @ 5.2� LEVEL G2 BELOW � .:•,.•.,.,.. . . .. .. .. ... _ - STA W11 +15 _ �:... .�.., ....•,❑ ;... '. ❑ '.'. :r1 4..:l:::�: '❑ ' 1 ' ' '' �_ 1 Rl�l . 8018 50 ... *, NEW SAN C0 I� RIM-7996.00 DECK DRAINS STA E12+63 _' - ,a F_ INV -8012.55 RIM=7991 .00 NEW HYDRANT RIM-8005 �,;, INV=7984.00 NEW SAN CO 2 RIM=7994.15 994 8 ^ i INV S =8012.45 INV(NW =7987.50 RIM=7993.50 INV S 7990.58 ' + 12 "",HDPE� & VALVE �' ) INV(SE)=7987.04 I 6 1 -7982,50 F 7995.50 T ) �� 11 ±1 E @ 0.7� / 25 LF 12 HDPE @ 3.5� S-1 I "' _ INV NE =7990.68 o +.0 IE �EW1Y ST-7N 2 I �, 4 » _ 8 45 ELBOW -12A 1 : DROP MA LE W GRATE Revisions: NEW SAN MH A ±140 LF 15 HDPE @ 1� cal I DPE @ 5.7� _� �� & VALVE s, '- \ W/ GRATE 12 i _ f � STA N 16+50 11 _ It . a ,> 7 REMOVED LP 18 LF 8 D RIM=7992.5D- ±25LF 8 C-900 @2 i I I _ _ � a LANGE :II �� I / � _ T T sT 9 • . N RIM=8016.00 @ 1% T ST S ST ST �T ST ST ST ST S ST S _114�/(,N -7987.14 - s S - -2 L 6 DIP , , _ . ' / INV NW =8011 .68 _ 5 +• q . ±18 LF DIP » ♦ , ) INV NE 7982.00 S + . . ° i NEW SAN C10#4 ( s _20 LF 8 C 900 @1 I I 100 L 6 C 900 @ 3.25 T�ST 5T 5 INV�S)=8005.98 ±50 LF 15 RCP @ 0. ST 2-45 BOW S�S S-S-S-S= -$ S-S� S 4 RIM=8007.30 IN,V(S =7981.90 a: ® ME ME � ME ME MEME MEME � ME � o � � � � ME MIN S _F 24 RCP @ 2� » INV=7997.76 .� f 0 LF 10 DIP 0x10 x6 TEE _ ±260 LF DIP 10"x10"x6" EE = 4 IL _ ��/ - - - - - ��� - - - �- - ATV - - - - fir / o : „CATV ;�; TV ' ATV �t� - - - - �T - - - --7a'_ N - -� T- - - - - - - - -T- - - - - - - - - - - -' - - - - - - - - T A� GAS GAS GRAS GAS GAS_ GAS GAS G G » » p � 0x10 x8' T S 2 9 S a ±40 LF 12 RCP @ 4 -� S S S 5 S S S S S S S - _ - - `� ` S S S S S S S S S S S _ -5 ------S - 6 1 2 S S - S �_ - - -- T o S S S S -S t 0 s » T S _ 1 fn �-__ _ o FO Fa 4 RELOCATED GAS", a Fo FO F FO FO FO FO FO FO t: FO S l S T FO _. FO p ' S T - --- -_.. sT �T FO ^_ �_ --== .�-- _ + 2" RCP @ 4% ST -ST T ST ST ST 5 T ST ST ST ST T ST ST ST ST ST S ST-- ST ST-ST�ST C-1 EX. S��N 1ARY SEWER ST-6E ST-7E ST-8E EW 8" SAN. SERVI E 3 ST-6A IgORO s CORE DRILL NEW SEWER SERVICE r_ C 1 `�'�' ,�'%;�`� INV=7983.70 VERIFY SIZE NEW INLET W INLET NEW INLET sF CORE DRILL EX. OL,� SOLID LID 17+ 00 O i % �r - � COMBINATION AIR '�tio _� ;� �, 4 SW =7992.62 INV SW =7996.15 �- VALVE VAC & E �soo My �` INV NE =7992.72 / - INV�N) 7996.25 PER DETAIL W- F 99 2S• �9 �� r a%:. CD c - - - - cn WATER & SANIT DISTRICT FRONTAGE ROAD IMPROVEMENTS NORTH FRONTAGE ROAD SEE FRONTAGE ROAD IMPROVEMENT�� �e� �EX. CHAIN LINK FENCE ( EX. GAS INTERSTATE HIGHWAY No. 70 PLANS BY PEAK LAND CONSULTANTS (R.o.w. VARIES) APPROVED FOR TIMBERLINE ROOST LODGE, LLC (TO REMAIN) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - -- - - - - - - - - - - - - - -- -- -- -- -- -- - �� Date: 1�-15-12 EXISTING EDGE OF PAVEMENT (WEST SIDE, WESTBOUND, INTERSTATE 70) Project No: 246.4 Drawn by: Checked by: ° Sheet Of UTILf7� FLAN G-5 111 =20' Dig Safely. Utility Notification Center of Colorado Call Three Days Before You Dig �� 1 .800.922.1987 0 www.UNCC.org ° 10 20 ao 10 13 2012R:\PRJ\VAIL-MARRIOT RESIDENCE INN\VAIL MARRIOT RESIDENCE INN\SHEETS\CONSTRUCTION DOCUMENTS\C-6 DEMOLITION PLAN.DWG C COPYRIGHT UTILITY PLAN NOTES: 1 . THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND gg EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES :U W NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH THE O'BRYAN SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION PARTNERSHIP, INC. AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. THIS INCLUDES PRIVATE AND PUBLIC UTILITIES. Ag ARCHITECTS -A.I.A. 2. ALL DEMOLITION MATERIALS SHALL BE DISPOSED OF IN A LEGAL APPROVED LANDFILL 3, LIMITS OF STREET PATCHING SHALL BE VERIFIED WITH THE TOWN OF VAIL ENGINEERING DEPT. T P C F EN - ARCHITECTURE, AN 5. ALL TREES SCHEDULED FOR REMOVAL SHALL BE HARVESTED D RELOCATED OFF SITE IF FEASIBLE. PLANNING, INTERIORS C L A 0 REQUIRED. DEMOLITION PLAN SHALL INCLUDE AT MINIMUM: LOCATIONS OF MATERIAL AND EQUIPMENT P. O. Box 2773 STORAGE, PORTA-JOHN, DUMPSTER, WORKER PARKING. 620 Main Street, Suite 8 Frisco, CO 80443 7, ALL EXISTING FOUNDATIONS, FILL, AND SOFT SOILS BENEATH THE PROPOSED CONSTRUCTION SHOULD Tel: 970.668.1133 BE REMOVED, AND IF NECESSARY, REPLACED WITH PROPERLY MOISTURE CONDITIONED AND \ LEGEND Fax: 970.668.2316 COMPACTED FILL. .,•..' sT www.oparch.com sT NEW LIGHT POLE \ EXISTING SAN. MANHOLE 4 sT NEW SANITARY MANHOLE � EXISTING STORM MANHOLE ® M�� NEW STORM MANHOLE `fir \ °tio& e NEW GATE VALVE 0 ■ sT `� �S'°ti EXISTING GATE VALVE \s EXISTING WATERLINE FITTINGS NEW WATERLINE FITTINGS sT ,,ue�s�io TAPPING SLEEVE " ■ `s �0;"s1%6 EXISTING HYDRANT T . � �s NEW HYDRANT \ DS* DOWNSPOUT sT EJ EXPANSION JOINT Z O PROPERTY CORNER 9p SIGN `\ �� ❑T TRANSFORMER s ❑- EXTERIOR LIGHT AND BASE F�F`\coq UJ ACCESSIBLE (ADA) RAMP 8°�,�. FENCE U s ♦ ♦ SET BACK s� — — — — — EASEMENT Z s� ROW/PROPERTY LINE s�/ ♦ _ _ EX. CURB UJ sA� NEW CURB SIDEWALK g --sT —ST— S ♦ � 1 _�sT / ♦ S EXISTING SANITARY SEWER �_sT_----ST ` S NEW SANITARY SEWER sT_--ST _ / W EXISTING WATER UJ sT_ sT -- ♦ ♦ W NEW WATER (� _ E ELECTRIC LINE S sT— -sT MEADOW ROAD ♦ UGC UNDERGROUND CABLE �stF F EX. N LF - c (R.O.W. VARIES) �� 9 � _.._.. ..._.._.._. .; o°° eF.��9pq REMOVE AND REPLACE) - s - --- ---; ♦ ST EXISTING STORM SEWER �o,�FFo�99�s�c� COORDINATE WITH NEW STORM - - ♦ ST NEW STORM SEWER 9230 S WFRJNTA1 - '- _..__ EX. GAS LINE � `T-O - �� ) (TO BE REMOVED/RELOCATED) ♦ -- - I ` GAS GAS EXISTING GAS LINE IMMENSE EX. OVERHEAD ELECTRIC ) L (REMOVE) , �� � ' ' _' 2'• ♦ 2452 EXISTING CONTOUR � -2455- - PROPOSED CONTOUR (�_ 4 ST OHE OVER HEAD ELECTRIC \ I/% 7 v • O��C 0o' C ,gHE OHE—OHE—OHE—OHE—OHE H E OHE—OHE OHff—OHE 0 7 01�—� OH E 0�O OHE o OHE OHE—OHB� OHff OHE Hff OHE OXE OHE—� RD ROOF DRAIN E O 7 Ova oB� ME � ME ME —�� H� 0 � \/ ti , ♦ ♦ DT DRAIN TILE N 5.3' N 5.3' ro N 4.7 F <��i9 \ � / 1 'v ♦Cn S,y 12.3' s.7' �^ 8.7' 19.7' `r�\ Tc'O p' 4s cRq ♦ 1 FQ i y / 68.1' S• /�O� �9� v 0' PLANTER �T2gGS '0/00 �oCO tic r \ v ,�l ♦ J 1 _ DECK ''00 A• '• OVERHANG ABO 1 / -999T /�'C 1n ��9��O� ( OVERHANG o.. 76.4' 1 S 28.3' Fo er N \ °v Oil 1 •° • l _ A o Q c� _ ,' 68.2' O a • • ♦ 1 12.0• o s.7' a e.s o s.r o 8.4 o s.r o 6.3' w o �9 'c�p�`STO g MAIN F�CCR \ 5.3' }c 5.3' " 5.3' .}•� _ LF'p P\ C0'O;rO 8010,3' \ 1 y9,� `L ���/� �� �. iQ\ e�/C •, o — . . WITH OVERHANG ABOVE �• n C7 • v 1 T c o WOOD DECK \ a "V z V � . FCOOR /� RyA c Leo 1 7.0' _ \ \ Revisions: 6a to o lo . ........ . . .\,96� •• ' .: ' -- - � � \ � - - - - - - - - •- - � - - � - - SEE NOTES 9' e E X X / X T ter/- _ s -- T SEE NOTE 5 18 c SEE NOTE 5 '_��_T - T------T---- -� ----T------T---- -T T + ---- T T----- - ------T -----.T + FO FO i�, _ __� tip__ _T----- T rn FO FO -- FO FO F FO FO FO FO FO 1;`bF 0 FO FO FO FO FO FO FO FO FO i ( F�i FO FO F FO FO F �1 FO — FO � �c 0 �j LSE— FO FO I X969 �99`S, (TO BE REMOVED/RELOCATED) ���;�%� 1 00 13+ 00 ' 14+ 00 15+ 00 16 + 00 1 10+ 00 O� T� 12+ 00 ,`9693 6' ,99 W, I T_ — — — — I — — —I — — — — �— — — — — + — — — — —� — — — — - o 0 n_ + 00 . -------4L NORTH FRONTAGE ROAD Date: 10-15-12 INTERSTATE HIGHWAY No. 70 (R.O.W. VARIES) Project No: 246.• Drawn by: o �o� 1)Et- I`OL f T f ON FLAN Checked by: c-� I11 =20' Dig Safely. Utility Notification Center of Colorado Sheet C✓�f Call Three Days Before You Dig 1 .800.922.1987 10 �° 40 www.UNCC.org C- 6 10 13 2012R:\PRJ\VAIL-MARRIOT RESIDENCE INN\VAIL MARRIOT RESIDENCE INN\SHEETS\CONSTRUCTION DOCUMENTS\C-6 DRAINAGE PLAN.DWG ©COPYRIGHT DEMOLITION PLAN 4 O'BRYAN PARTNERSHIP, INC. ARCHITECTS - A.I.A. CD I < ARCHITECTURE, PLANNING, INTERIORS z Q - �. P. O. Box 2773 Q L_ _ -- 620 Main Street, Suite 8 Elf w Q I I (-D Elf Frisco, CO 80443 LIJ Tel: 970.668.1133 Elf Fax: 970.668.2316 CD II `r www.oparc .com o r--i-_ CD 4C6 LEVEL 4 L 8030.0 8029.50 / LEVEL 3 L-J op 8020.00 \ F 8018.334 z J L-i F15 ; ■ 1 :1 EXCAVATION TRENCH 8013.0 o Of Q cn w o- ° c- a SOIL FAILURE PLANE LEVEL 2 ° ,x � ° LLJ 8007.50 / 8007.167 7996.00 0 I I I o 0� / ° 1 :1 EXCAVATION TRENCH LEVEL 1 ;.,%, ,� FLOWLINE=7995.85 7997.50y y 7996 7996.00 �i�� /��T /�� / .. FLOWLINE=7997.2 7996.0 UJ FLOWLINE=7994.4 LEVEL 02 /��i / / / � U / 7985 PERMANENT SHORING y������ �/ /� / /��/��i���\ 11 EXCAVATION TRENCH W LEVEL G1 711 o 0 ° ° NOTE: I"I"I VERIFY ALL FLOOR ELEVATIONS WITH 2 B U 1 LD I N G SECTION ° o o ° o ARCHITECTURAL AND STRUCTURAL. c-8 NO SCALE o N- oo N 06 0 Q6 I I 8045.0 - 301L FAILURE PLANE 8044.0 :MPORARY SHORING 8039.0 8036.3 z 8037.8 ILL 8033.0 o 0 8032.5 �,` / w Q w ' ° / 8033.0 / I / 8032.5 8029.1 cn SOIL FAILURE PLANE 8026.5 _ U5 o ° CONCRETE W/ SNOWMELT 8026.0 CONCRETE W/ SNOWMELT 8026.5 ° LLJ / 8026.0 8023.0 o LEVEL 3 Of CD :. ;.: 8020.0 8018.334 ° w ITµ LEVEL 3 / 8020.0 8018.0 I 8018.334 I -- - o / 8018.0 J CD -1 :1 EXCAVATION TRENCH / LEVEL 1 / ------------------ F.F.E. = 7996.00 /\ / / 1 :1 EXCAVATION TRENCH / LEVEL 2 7995.1 8010.1 12" STORM PIPE-/ LEVEL 2 /N 8007.167 NEW GAS LINE - GARAGE VENTILATION SHAFT 8007.167 / / 12" STORM PIPE PERMANENT SHORING NEW STORM PIPE LEVEL G2 / F.F.E. = 7985.00 LEVEL 1 7996 SHORING // �� GARAGE VENTILATION SHAFT LEVEL 1 � / Q 7996 LEVEL G1 m======E /i F.F.E. = 7974.00 w LEVEL G2 o O o 0 0 NOTE: � � � z Revisions: VERIFY ALL FLOOR ELEVATIONS WITH 7985 1 :1 EXCAVATION TRENCH Ln N ARCHITECTURAL AND STRUCTURAL. y w NOTE: o 3 BUILDING SECTION 4 BUILDING SECTION VERIFY ALL FLOOR ELEVATIONS WITH 5 BUILDING SECTION -8 NO SCALE LEVEL G1 �-8 NO SCALE ARCHITECTURAL AND STRUCTURAL. c-8 NO SCALE 7974 -o 0 0 0 -J- o Date: 10=15=12 Project No: 24ll Drawn by: Checked by: Sheet Of C- 8 10 12 2012R:\PRJ\VAIL-MARRIOT RESIDENCE INN\VAIL MARRIOT RESIDENCE INN\SHEETS\CONSTRUCTION DOCUMENTS\C-8 RETAINING WALL PROFILES.DWG ©COPYRIGHT SITE SECTIONS PROFILES O O ti O CC) *E 00 C14 O O co m 0+00 0+50 F— � o+oo ° ° 0+50 1 +00 8000 8000 and 8010 nN 8010 O'BRYAN PARTNERSHIP, INC. 79 9 5 — ------ 7 9 9 5 — — -_ �_ _ -- ---- ARCHITECTS - A.I.A. E : E E, _. E E ......E -------- 8 0 0 O 8000 GARAGE ENTRY — ----- :. E E --- ARCH ITECTU RE, 7985 7985 PLANNING, INTERIORS 7990 ° ° ° ° IC!" ° � ° Lq NCO NCO NCO mm 7990 00 00 1f� 0 Ntn O m O m O m 00 O m O m O m 11 I� 00 � CO CO CO P. ax 00 O ^ ^ 1 I I m m m m m Cm Obi m m I 620 Main Street Suite 8 r I u n Frisco CO 80443 � � C � ° ° Tel: 970.668.1133 HORIZONTAL = 1 :1 Fax: 970.668.2316 VERTICAL = 1 :1 TOTAL AREA = 338 SF SCALE: HORIZONTAL = 1 :1 TOTAL AREA = 505 SF VERTICAL = 1 :1 www.oparch.com 1 WALL PROFILE e SOUTH SIDLE CONDO ENTRY 3 WALLS PROFILE e SOUTH TUNNEL ENTRANCE C-8 NO SCALE C-8 NO SCALE 1 BLOCK VENEE EATED PLANTER WALL so 0+00 0+50 VERIFY BRICK CIFICATIONS WITH ARCH 1 +00 1 +50 2+00 2+50 __ __ . __ -- --- _ --------- _ __ __- -- - -- __ - - -- __-- __._ . ------------- ------------- . _.__ -- __ -- . -- -- - -- ------- -- -r-- -- __ . ---- -- _ _. -- --- _ -- -- r--- -- _.__ --- _ __ __. _ __---_r_ __ __ __ --- r-_._._._._--. .. 8005 8005 . .. j i ! �, : r 1 _ _ . ... ...k WALL- A....... i .._l.. _ 1.... ._ ' .. !,..._.. ._ ...._.-_J 1 ..... 1 L.-..J..-.1. 7995 7995 r. s r, BLDG I m m m V1JU I M . .._k.._ ._._._._ ._._.... .-------------------------------- ..._...._ ._._._._ _ ._._._._ _...._.. .._...._ ..._...._ _...._.. .---____. ____._.___._._.._ ._...._ _...._.. .._...._ ._...._ _— _._.... m (GARAGE .o � �- m m 7985 7985 SCALE: HORIZONTAL = 1 :1 TOTAL AREA - 935 SF W L L PROFILE N O R T H TUNNEL ENTRANCE 2 VERTICAL = 1 :1 C-8 NO SCALE Z CcDn 0+00 1 0+00 W 0+50 0+00 0+20 8000 8000 8030 ________ _ _ __ ____________ _______ _________ _ ______ 8030 U 8030 8 0 3 0 .________ _ ____ . r Z M O N O OD O O O _ O I _ 0 - I O O II 00 I 7990 °° 7990 8020 CD ° �9 - m mm 1 1 �,� m m - I O �� �� I 8020 ° ;: — — --- 8 0 2 0 III _ rr BELOW GRADE H Y SIDE 5 NOT � 5 � � 0 1 TOTAL AREA = ±70 SF 1 Ill Jill 11111111111111 C 8 NO SCALE SCALE' - � — _ HORIZONTAL = 1 :1 8010 - 8010 1 VERTICAL = 1 :1 ________ _____ ____ _- __ ___ ________- - !.., C _1 r LU CN O 8 010 b 8 010 W A R 0 I S S L� �T R _._________ ____ ___________________ �, m __________ ________ ___________ J -!__ 6 ILL C-8 NO SCALE O O O O NOTE: 8000 8000 1 cc r1_ 1 • FINAL LAYOUT OF BOULDER WALL BY BUS SHELTER TO BE 8000 °I° °° co I 8000 DETERMINED PRIOR TO SIDEWALK INSTALLATION, VERIFY WITH TOTAL AREA = 393 SF O Of SCALE: KARL KRUEGER ARCHITECT. HORIZONTAL = 1 :1 VERTICAL = 1 :1 pe SCALE: TOTAL AREA = 380 SF 7 W PRORLE SPA AREA HORIZONTAL = 1 :1 C-8 NO SCALE VERTICAL = 1 :1 4 A �� PROFTE e ADS CENT TO DO ROAD C>CD M CD M r7 C-8 NO SCALE °I° °I° Jill 0+50 1 +00 1 +50 2+00 2+50 3+00 O° O° O° �� �, 8040 �� °I° II o� ° O° 8040 € ... ...., s. 00 NN NN Elf FENISE, SEE ARGI 1. . .. _.._.._ _ _.... .. 1...... . 156 F . . .1 _1. L .. 1 _1.. RW B I I I _ _ — T T UNA — —— 1 1 1 1 : 1 : i ! I . , ` u,Y_IWL' 8020 8020 N N Nm N° E 7�C-8 N CSI O , co 00 - - CON CO a0 co ao •� p - N N 00 C7 C9 co 8010 � OUTDOOR GAS GRILL LOCATION 8010 . . SCALE: HORIZONTAL = 1 :1 TOTAL AREA = 3soo sF SEE ARCH. FOR DETAILS Revisions: VERTICAL = 1 :1 NOTE: 8 ALIL= PROPLE NORTH PROPERTY LINE TO NE BLDG CORNER SEE DETAIL 1/C-10 FOR RETAINING WALL SECTION VIEW. C-8 NO SCALE •} -- • v • a T ------- ------' 44 o �o 00 • g9 fl� 0+00 0+50 1 +00 t o t o t o t o t \0> 8005 98* BEINL) of Q ` `_ oo /� o� of •moo �� `�� �,• ��9�5 , " `.G��e�gg5'85 �e G��e p 12% --- a — — Lp L9 p - 799 . r r O �O O 00 ,c9 00 z O °' o °°° TOTAL AREA = 515 SF °o.°° °° °"' Lq U �6, O 9�j O dcp `9d'�q `90 `�`9J `9`' I—',�9 1 00(6 00 °O O`°cm C7)O CY T �• i pOplr OO�i m0� pm�0] O� O� Om �L O°0�Of O m O m �� II SCALE: HORIZONTAL - 1 :1 II °� °� � II II II II VERTICAL = 1:1 CD �T - - _- ------------ RETAINING WALL PROFILE � NORTH WALKWAY 4— — o � NO SCALE J ! J / �gg4.12 FL �'�� Date: 10=1e>=12 K-9-)WEST DRIVEW Y GRADING PL=AN 99312 F` �o,� 994.49 F� Project No: 24�4 Drawn by: _ Checked y: ` Sheet Of 0 - 7 + 0 2.8% - C- 9 RETAINING WALL 10 12 2012R:\PRJ\VAIL-MARRIOT RESIDENCE INN\VAIL MARRIOT RESIDENCE INN\SHEETS\CONSTRUCTION DOCUMENTS\C-9 TRAFFIC CONTROL PLAN.DWG ©COPYRIGHT PROFILES - m i ------------ ----- , I I 1111-1- .,- �, -,��,� , ) , I'll. .....-.....-.....-.....-.....-.....-.....-.....-.....-.....-... -----.-- I 11 J 1. lli� I - 1 "P". " I��� . ELEVATION & GRADE KEY KPIP "Ji r " I I ,III!!!!! !, 1.� i I10 - , li��5]i�"i�"i�"i�"i'�'i�"i'�l'i�'i�'i�'�i'i�'i�'i�",�I 10l 'i' ' 1 RIM 1i UT", M 11 , SPOT ROOF EXISTING HEIGHT HEIGHT 'I, i�5`i , " 11 , FINISHED , m 11 i 11. 'm i 14� - .M ELEVATION ELEVATION GRADE ABOVE GRADE ABOVE l� EXISTING FINISHED O'BRYAN 11 I -...I.....-...I'll,..."I'll'.111,111.11,1111.11,1111.111,111.11,'ll'.11,1111.111,1111,ll,'llI---," GRADE - GRADE ....- PARTNERSHIP, INC. A 8036,50 7992.25 44-25 79916.00 40.50 ARCHITEC'rS - A.I.A. B 8033,00 7-993.00 40.00 79916.00 37.00 1 C 8040.50 7993.40 47. 10 N/A N/A ARCHITECTURE, D 8- 0 ,38.67 799335- 44.92 7996-00 42.67 PLANNING, INTERIORS - P. 0. Box 2773 E 8040,50 7994.85 45,65 �N/A N/A 620 Main Street, Suite 8 Frisco, CO 80443 Tel: 970,668.1133 F �8040-50 7996M 44.00 7996.00 44.50 Fax: 970.668.2316 1, ------ ------ - - - - --------------- - 1 www.oparch.com LEGEND 'I" I C 11,11 , il , 8037,33 7995.80 41 �5.3 7996-00 41 .33 1 1 1 1 11 I . 1 "I'll"-"",-"",-ll,"-"",-,""-,",,�,�ll,"-"",-,"2�4�155,111,-11,11-11111-11,11-�ll,"-�'ll"�- EXISTING GRADE I '"'I I 11 ' ' I ' ll.,...-- -...I'll,...I'll,...I'll,...I'll,...I'll,....11 ....I'll,...I'll,...I'll,...-i---.--,-, .11,111,111,11, I , H ,8040,00 7997.85 42. 15 N/A N/A i�', - - --2455- - - - FINISHED GRADE I I � - I . � !L . I ,�., "I f so I , , '' ROOF LINE I , r. 0 m mm '-T m I I I , �. 1, 1, I 1 ,8030.00 7999.40 30,60 7996.00 34.00 on , I 11 oil ,,,I , I I m I BUILDING FOOTPRINT @ GRADE , I m ..... a...... I lomm, = -- I I I R'i '" I I ,i I � I I 1 I I I ff IN . I . , i, - - - - - I- . .. I I �/, I � J 8040.00 8001 ,35 38.65 N/A N/A ,A a G LL BELOW ROOF 11 0+ I I - :r m 1, 1, �5" , f I 11 i ----l-..............."I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll",'ll"'ll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll1l.111,111.111,111.111,111.111,,,,.,,,,,,,.,,lI........W I ." , a I , I I I , "P176, 1 In ,!a Z I", � 'r I ." 'I, I I/� n-1-1 ; K 8047.83 8000.75 47,08 N/A N/A m ,� I * am 11 I 1� -, /-VO 61 i - & ' I I.,, I',, +C�"96 famm"111 :: IN 11 11, m - a , ".1 11 . %� N/A N/A I I , I , I I, ., I "%� I L 8047.83 8002M 45.03 1 a I . I - 0�v I __ , , , , Is I .1 R a 1, I , I , 11 " I i - - I I I'll f M 8047.83 8003.55 44.28 N/A N/A I I I I I I I 1. , I I I . I I �/o , I .1 0 41t, I 1, I � " 1 . 1. 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C- 1 0 I UbIlly Nalificabon Guntur of Cclurado I 1!1§1�111 11 eb"11 I I \ Nll-� Call Three Days Before You Dig 1 .800.922.1987 0 1 1 0 2 1 0 4 1 0 mm.UNCC.org i "I'll'I'll""I'l��'ll""I'll""I'll",'ll""I'll""I'll",ll,'ll""II L10/12/2012R:\PRJ\VAIL-MARRIOT RESIDENCE INN\VAIL VARRIOT RESIDENCE INN\SHEETS\CONSTRUCTION DOCUMENTS\C-10 SITE DETAILS.DWG ��,-------------,....-,....-,....-I.....I.iiiiiiii�� (�)COPYRIGHT I I ROOF HEIGHT PLAN I !!55 5 O'B RYAN PARTNERSHIP, INC. ECTS -A.I.A. ARCHITECTURE, - - - T o - - - -= PLANNING, INTERIORS - R40.0' - -. ,.... ._: �( o ❑ ❑ o a ❑ P. O. Box 2773 620 Main Street, Suite 8 Frisco, CO 80443 12.0'TYP. - - - -- c= e ` 5. ' *041 - Tel: 970.668.1133 - - - `_ c= c • - - - _ - 0� Fax: 970.668.2316 25.0' b o-o ,; g R40. o-o .� ,. _ ' S7 ' vvvvw.oparc .com _ 64.1 ' R35 0' , o •. .._- o 3.0 13+00 14+00 15+00 R40.0 L is 11+00 12+.0 -- 13+00 12+00 __ 13+00 14+00 15+0;0 --I-- - - - - I- -F- --f _ R ' ,± I; r 0 � ter- rr- �r �� rf �� Qt0.0.VAIIrf) "�� f II ■ LIN EXIT STACKING DIAGRAM ON-SITE VEHICLE CIRCULATION DIAGRAM TRASH COLLECTION VEHICLE CIRCULATION DIAGRAM r ` o ` R40.0 � - - - - - - - --- W ❑ ❑ ❑ ❑ R40.0 Q R40.0' I R46.0' - - 0 - - - - - g g - o-0 40.0 R40.0' - - - - - - S7 - R -, g g R40.0' 81 .9' W __ R40,0 ___ Q ?+0.0 13+00 14+00 . 15+00 0 174 _ --F - I -�- -I - - - - - - - - ' )+00 13+0.0 14+00 15+00 R40.0 17-f LU _ - - R40.0' m �► M�, EX EX TRUCK MANEUVER DIAGRAM ' EASTERLY ENTRY - EASTERLY EXIT TRUCK MANEUVER DIAGRAM �- U EASTERLY ENTRY - WESTERLY EXIT TRAVEL PATH - OUTER EDGE e TRAVEL PATH - CENTERLINE ° TRAVEL PATH - OUTER EDGE a DIRECTIONAL ARROW - TRUCKS a DIRECTIONAL ARROW - AUTOMOBILES DIRECTIONAL ARROW - TRASH COLLECTION VEHICLE Q r R40.0' 1 R40.0' o�n u -Q= �/ 8 1 R44.0 R46.0 g a 54.3' - 4010' g 0' R40.0 R40. g g - - - - - - g 81 .9' :. 80,0 R40.0' + w n 40.0 +0.0 -_ 13+4g0 _ 14+00 15+00 16.+00 17-t +0 0 13+0 0 14+0 0 15+00 16+00- 17 -� - - - - - -f - -- - - - - R ++- __ R40.0' �Ex pear.wla�:� Revisions: TRUCK MANEUVER DIAGRAM TRUCK MANEUVER DIAGRAM WESTERLY ENTRY - EASTERLY EXIT WESTERLY ENTRY - WESTERLY EXIT RESERVED PARKING FIRE RESERVED LANE FIRE rD NOT TD NOT PARKING -- ONLY 0 0 ® PARKKIING LOADING ENTER ENTER .--. ® ONLY No L� Z B'fFIRREOER E PARKING R3- VAN ~ IN RE OHME R5-1 5-1 CESSIBLE R7-8 R7-1 7-8 7-1 var -- - - - --- II ❑ ❑ ❑ o ..,; S . 16- -�: z �O Q Y - a J� + _ - 11+ 0 12+00 13+ 0 14+00 , 15+ 0 1 +00 o 20 40 80 R - ° TOWN OF VAIL STANDARD R5-1 R1-1 R5-1 7-1 a.Q��� 7-1 R2-1 SPEED BUS DO NOT LANE LANE LIMIT STOP rDO NOT STOP 0 1 O EO ENTER PARING PARING Date: 10_1�✓=12 �ORDER 4LLE �FIR�E MIL Project No: 246.4 TRAFFIC CONTROL SIGNAGE PLAN Drawn by: Checked by: 77 Sheet Of 10 12 2012R:\PRJ\VAIL-MARRIOT RESIDENCE INN\VAIL MARRIOT RESIDENCE INN\SHEETS\CONSTRUCTION DOCUMENTS\C-11 SITE DETAILS,DWG ©COPYRIGHT TRAFFIC CONTROL PLAN fi m O'BRYAN PARTNERSHIP, INC. ARCHITECTS - A.I.A. 14 2'-O" 1YARDD �N GRATE c-10 SIDW E ". 4" (U.N.O.) INLINE DRAIN /--TOPSOIL CURBING CURB �(2)TL-3806 DRIVE RIVETS ARCHITECTURE, CAP UNIT CURBING �/ PLANNING INTERIORS pG SIGN VARIABLE 4"H x 18"W x 10 Y"D •• �/�/�/� I I % \\/ /�`,,`� P. O. Box 2773 UFO ,�/�/�/� CURB AND GUTTER '��,= r. W �/ /j .����\ CRITERIA FOR SINGLE POST 620 Main Street, Suite 8 COMPACTED REINFORCED ACCESSIBLE ROUTE `�! ."w' xA cwt,~`� \\ \ �� MAX. FfISCO CO 80443 +' :• '" t {' 4 . �_.. �/�/ / SIGN *BASE SLEEVE *POST SIZE BACKFILL ZONE : ' t ` ' • . . .• t•., •, `'>» �� �• �' _ � „ � �\ ^ PANEL Tel: 970.668.1133 STANDARD UNIT \ \ \/\/ r �`�i�' _ ": •+ +�,rSE ;fs +' 1:20 3/8 GALV. PLATE 6"H x 18"w x 12'b \ >, „ Fax: 970.668.2316 4" NON-PERFORATED ADS OR PVC DEPRESSED CURB U B AND GUTTER QUICK TYP. BOLT 36%36" 2.25 x2.25 x3 -0 2%2%10'-0" 1" REVEAL • *12 GAUGE www.oparch.com RETAINED BACKFILL DETECTABLE WARNING WELD PIPE TO PLATE 6" O.D. GALV. SCH. 40 PIPE CONCRETE FILLED „ .• / � / NOTES: 2 POST (20F12) CRITICAL FAILURE PLANES 1. CURB RAMP SHALL COMPLY WITH CDOT M-608-1 TYPE 2B• • BEING ANALYZED 2. CONCRETE SHALL BE PORTLAND CEMENT CONCRETE 4000 PSI MINIMUM ' L ANCHOR BOLT & NUT ■ ■: • ��/�/�/ 3. PROVIDE 1.5 LBS/CY FIBER MESH.,, S � . ®�. ■' GEOGRID ATTACHED TO 4. RAMPS SHALL BE INSTALLED ON 6 DEPTH (MIN) CL-6, (TYP') NOTES. 9 1 5, PROVIDE 1 2 BOND BREAKER BETWEEN SIDEWALK AND CURB, 1. CONTRACTOR SHALL PROVIDE ADS (ADVANCED DRAINAGE /�/� FIBER GLASS PINS AT UNIT / SYSTEMS) PVC DRAINAGE SYSTEM OR APPROVED EQUAL. 0.7 EARTH GRADE A 3 � 2'-4" MIN. � �mton in / I L E RAMP DETAIL 3" REFLECTIVE YELLOW MARKER 2. GRATE VARIES PER INSTALLATION LOCATION. o CLEAN, FREE DRAINING 3. CONTRACTOR HAS OPTION TO USE RIGID OR FLEXIBLE ° � ■, VARIES APPROX (2) COMPACTED GRANULAR ° 6" COURSE PER BASE & BACKFILL C NO SCALE DRAIN BASINS. ° o 6'-0" VERT. HGT. III • 4' PERF. DRAINTILE CONCRETE FILLED 14 YARD DRAIN GRATE 3' 8 6 O.D. GALV. C-12 NO SCALE 8 CURB FOUNDATION SOIL SCH. 40 PIPE o �I� 7w_ 6 0. ANCHOR NOTES: 6 ACCESSIBLE RAMP DETAIL REMOVED 41-6" 22F12A31 POST CROSS SECTION 1. MODULAR BLOCKS SHALL BE ANCHOR BLOCK, VERTICA PRO OR APPROVED EQUAL, NOTES: ( ) 2. AREA DRAINS SHALL BE PROVIDED ® 100-FOOT SPACING. CONNECT TO DRAINTILE. C-12 NO SCALE 3. SEE ARCHITECTURAL PLANS FOR FENCE DETAILS. 1/2" EXPANSION MATERIAL 1. ATTACH THE SIGN PANELS TIGHTLY TO THE POST AND USE OVERSIZED WASHERS TO 4. DRAIN TILE SHALL BE CONNECTED TO CLOSEST STORM SEWER. FINISHED GRADE WELD ANCHOR BOLT & NUT KEEP THE SIGN FROM BREAKING LOOSE FROM THE POST WHEN HIT BY A VEHICLE, 2. SIGN PANELS SHOULD BE MOUNTED A MINIMUM OF 7 FEET ABOVE THE PAVEMENT OR TOTAL EXPOSED DEPTH TOTAL # TYPE LENGTH GEOGRID PLACEMENT TOTAL (PAVEMENT) (TYP.) GROUND. WALL WALL BELOW OF OF of DISTANCE UP FROM FOUNDATION GEOGRID FINISHED GRADE 3. SIGNS LARGER THAN 36 INCHES IN LENGTH OR WIDTH REQUIRE WIND BRACING & HEIGHT HEIGHT GRADE COURSES GEOGRID GEOGRID OR LEVELING PAD LAYERS (PAVEMENT) SPECIAL POST DESIGN. (H) (EWH) (DBG) (NC) (LG) (NL) d ° 8.5" DIAMETER GRATE 4. SLEEVE AND POST ARE SQUARE STEEL TUBE (PERFORATED). 4'-8" 4'-0" 8" 7 A 5'-0" 1'-4" 3'-4" 2 ININEEMEN ° �oaoo 1:12 MAX SLOPE 6" CONCRETE PAD 18 SIGN POST D E TA I L 6'-8" 6'-0" 8" 10 B 5'-6" 0-8" 2'-8" 4'-8" 3 HANDICAP SIGN (RAMP ONLY) #3 BARS 12" O.C.E.W. C-12 NO SCALE w CAST IRON FRAME (AND GRATE) *** CONTACT MANUFACTURER FOR WALL SPECIFICATIONS FOR WALLS OVER 12'-0" EXPOSED HEIGHT. i TRASH ENCLOSURE NEENAH R-4937-B OR EQUAL NOTES: 5% MAX. 2% MAX. -. 5% MAX. 12" 12" U 1. FACTOR OF SAFETY FOR SLIDING: 1.5 6. COMPACTION 95% STANDARD PROCTOR. o �610-- 10 2 P I P E BOLLARD DETAIL FIRE RED 2. FACTOR OF SAFETY FOR OVERTURNING: 2.0 7. MIN. 1 FT DRAINAGE FILL BEHIND WALL. NO SCALE WHITE 3. GLOBAL STABILITY HAS NOT BEEN CHECKED. 8. PROVIDE LATERAL DRAINAGE. 4" DUCTILE IRON PIPE LANE 2 4. ALLOWABLE BEARING PRESSURE: 30o0PSF. 9. FOLLOW APPLICABLE BUILDING CODES. 18" 10. WEIGHT OF SOIL: 120PCF CAR STOP (TYP.)-"' VAN BLACK 5. FOLLOW APPLICABLE SPECIFICATIONS FOR ND ' PROPER INSTALLATION OF ROCKWOOD CLASSIC 11. GRANULAR SUBBASE SHALL BE TYPICAL PER DOT PARKING 1 1/2 18 RED LU RETAINING WALL SYSTEMS & GEOGRID. PAVEMENT SUBBASE. 10% PASSING 20 SIEVE 9' 12, RETAINING WALL DESIGN SHALL BE C RTIFIED BY A NOTES: LICENSED GEOTECHNICAL ENGINEER. EIRE LANE 2" 11 1. FOR INSTALLATION WITHIN PARKING GARAGE AND BY ORDER OF THE „ SIDEWALK AREAS AS INDICATED. FIRE MARSHAL 3/4 STEEL HANDRAIL 2. GRATES IN SPA AREA AND WITHIN SIDEWALKS SHALL STYLE & COLOR BE HEEL SAFE COMPOSITE MATERIAL. ATYPICAL RETAINING WALL DETAIL BY OWNER CONTRACTOR HAS OPTION OF USING EITHER SIGN, 12" MIN. G-12 NO SCALE 9" 8' 9' 5' 9' 15 AREA DRAIN GRATE & FRAME W VAN ACCESSIBLE 12" MIN. C-12 NO SCALE 19 FIR E LANE SIGN D ETAIL 3" REFLECTIVE YELLOW MARKER NOTES: PARKING FLANGE W/ Y C-12 NO SCALE 1. VERIFY ALL SIGNAGE AND STRIPING WITH ALL STATE AND LOCAL CODES. 36" QUIK BOLTS (TYP) CONCRETE FILLED 7 HANDICAP & TYP. PARKING SPACES ' I SIDEWALK 5"0 ON 30' POLE SCH. 40 PIPE 6" O.D. GALV. C-12 NO SCALE SIDEWALK E;°" I� � 101 -oil 41 -6pl (U.0.N.) 6" ��METAL DOWNSPOUT 1/2" EXPANSION MATERIAL 5'-0" 1'MIN. #4 BARS LONG. �. #4 BARS TRANS. FINISHED GRADE (ADJACENT TO PAVEMENT) EXPANSION JOINT-" 4�10° MIN. 6" CL-6 UNTHREADED PVC BELL (UNPAVED AREA) - _0 FINISHED GRADE SLOPE 1/4" PER FOOT (PAVEMENT) {,�,; +�;;,,,.r;�.;';.,:• >. 2.0' COMPACTED BACKFILL THREADED PVC CAP FOR SINGLE RISER STEPS ONLY. .r Y'',, ^4r rtxi lira ,irx.•b�.Y.�., 6„ VARIES "hM • ., �.... ,:- - - .• ° � �! - _TfLI , I_ • CONCRETE PAD (2.5'x2.5' 11 STEP DETAIL 3'-0" MIN.) COMPACTED GRANULAR MATERIAL _ Q a G #3 BARS 12 O.C•E.W. PREPARED SUBGRADE C 12 NO SCALE • ' 8" PVC WYE 30 ' DETACHED SIDEWALK DETAIL GRADE ° CONCRETE BASE EXPANSION JOINT 1/2" MIN. 8" (U.N.O.) PVC SCH-40 a Q PREMOLDED ASPHALT NECT TO STORM SEWER a #3'S ® 24" E.W. STRIP SET 1/8" BELOW 6" DIA. ALUM. TAPERED CONE POLE 6" TOP OF WALK 4 4 2' MIN, W/ 0.156" WALL THICKNESS a 6" CONC. SIDEWALK SCORE MARK 9 ' ' q 1/4 /FT. SLOPE 6'-O" O.C•(MAX) EXPANSION JOINT 4 A (UNO) 2' METAL COLLAR 1'-0" TO STREET U.N.O. TOOLED EDGES WEDGES 1'° SIDEWALK � � 4 CAULKING 2 PIPE BOLLARD DETAIL 6 �� q.'. y E SEE ELECTRICAL t A .:r 6.•. 4 t C-12 NO SCALE ::°. Y. °::::Y,l.Yt.:Y::•t... !: ..V,. GRANULAR BASE ,�'", �" 2" q u , ..:�::��s�w�x�ts.:�v::;.cr.�z�xYt��• ^�•r Yit�7'Y..:.A.w:.7.Y.Y::::.YN: •v:�{e:.:: ..s.. .n.:N:Y,Nr.N{+;:fi •�^. �';� D SAND ::•:.• Y. •Y• ..: :•:Y::,YI:.Y::••.,Y. r.. .. RY AN kY.iri?iF:..{.hfiik?:i{fi'I.N0..7rN. Y.fiF}Yfiw}:iRtitQ?!t,v9-YRS{i{,1{fi}hsCKr!!.{it4}}}w��d{•}w3^{q:{?:i?i?}:}?&}i???is ii??}'r.8i:•ii??.i?%!.•ii?a{...�rx}.s.{a..;....,Y.ra ::err:?Y.v:.n..........}...xti... .... '�'. '' • lj:::R:: Y !P.S::.::::N'•l::f,N":::FV"{({.'{'} t NN J,Y t ♦}'4{1'�'1•V 6 I N �. :.{•}}x.}A!?.r ... n {1 # i r1? { {3° ?:;{#..:{•;;:{•xn:{i?;h}:}?tR{•r{a?Y: „• ?4 r?}1?'# fi #£�o:.??..'?..#::{x1 �i •ie.+.;,ylti,, q „ MIN. EXPANSION JOINT 1/2" MIN. . . �•°' :4' Q 6 :;°• CONCRETE 5 REBAR © 24" 1-1/2 DEPTH AGGREGATE BASE COMPACTED SUBGRADE °' 4 :• g 16 GA. CORR. STEEL SLEEVE PREMOLDED ASPHALT SAW CUT ,.; STRIP SET 1/8" BELOW OC EACH WAY SUBGRADE q TOP OF PAVEMENT CONTROL JOINT NOTE: ;3 ;_•;, v • : r i ; �'' WEDGES » GRANULAR BASE ;" h�`;ia ;��:;• :���.•.;. s;;:� 18" LIGHTNING 1. PROVIDE 1 2 EXPANSION MATERIAL AT EXIST'G CONCRETE JOINTS, BUILDINGS DOOR ., , ,�.�•,• OPENINGS, STOOPS & ADJACENT TO C & G. 36„ PROTECTION 6 2. PROVIDE FULL DEPTH EXPANSION JOINT WITH 1/2" EXPANSION MATERIAL AT 150' 18 SEE NOTE 3. r °� ;,� AGGREGATE BASE 0 0 �, $ 3. SCOREA1" DEEP AT MAXIMUM 6' INTERVALS TO APPROXIMATE SQUARE DESIGN. NON-TRAFFIC AREAS 16 D 0 W N S P 0 U T L E A D E R W C.0. SUPPORT TPLATE .? PRECAST CONCRETE'. �� 4. PROVIDE •(2� #4 DOWELS AT CONSTRUCTION JOINTS. C-12 NO SCALE Revisions: STRUCTURAL TEE TEE COMPACTED SUBGRADE���%/��%��%/�� 12" 5. CONCRETt H//�aLL BE PORTLAND CEMENT CONCRETE 4000 PSI MINIMUM NOTE: 20 FOUNDATION /FLAG DETAIL c ;•, //\//\//\//� 6. PROVIDE CONTRACTION JOINT TO APPROXIMATE SQUARES. 1. PROVIDE 1/2 EXPANSION MATERIAL AT JUNCTION WITH SIDEWALK, CONCRETE JOINTS, 7. PROVIDE 1.5 LBS/CY FIBER MESH. BUILDINGS DOOR OPENINGS, STOOPS & ADJACENT TO C & G. C-12 NO SCALE 2, PROVIDE FULL DEPTH EXPANSION JOINT WITH 1/2" EXPANSION MATERIAL AT 60' INTERVALS(( )) ## NOTES: 8 DETACHED SIDEWALK D ETAIL 3.. COONCRETE2SHALL DBE PORTLACONSTRUCTION C NCORETE 4000 PSI MINIMUM METAL CLEANOUT COVER 12" 12" 1. PROVIDE SAWCUT CONTROL JOINTS AT 10'. ,CUT INTO APPROXIMATE SQUARES. C-12 NO SCALE 5. PROVIDE 1.5 LBS CY FIBER MESH. 2. PROVIDE 1/2 EXPANSION JOINTS WITH 24 SMOOTH NO. 5 BARS @ 24 AS SHOWN. / EVERY OTHER END SHALL BE GREASED & HAVE SLIP CAPS. GRADE ��� 3. SEE STRUCTURAL PLANS FOR PAVEMENT INSTALLATION ON CONCRETE T-BEAM BLUE PAINT 12 TRENCH DRAIN I N STA LLAT I 0 N DETAIL ` 4 � 5 STRUCTURAL MEMBERS. WHITE PAINT 1" 1'-1" 4 1/2" ��' +R ,�5 y�sy'S''S PARG PNCr 4. COORDINATE SNOWMELT SYSTEMS AND HEAT TRACE SYSTEMS WITH MECHANICAL AND (SEE NOTE) C-12 NO SCALE ''.: s ,. ELECTRICAL PLANS. LOCATIONS OF SNOWMELT SYSTEMS ARE IDENTIFIED ON L-3. 18" 18" 5. PROVIDE 1/2" EXPANSION JOINTS © 100-FOOT MIN. SPACING AT CURB RETURNS AND 24"x24%6" AGAINST ALL STRUCTURES. PROVIDE CONTROL JOINTS @ 10-FOOT SPACING. ONC. COLLAR 6. PROVIDE 1.5 LBS/CY FIBER MESH. 12" 8" (U.N.O.) RISER �,N UNPAVED AREAS) .�► �► C AW 312 Np CONCRETE PAVEMENT " . U.N.O.) INLINE DRAIN HEIGHT AS REQUIRED 2 1/2" 4 0" 4U,N.O(U.N.O.) RIGID DRAIN BASIN 6 vja'849Ba CONCRETE R1.5" 6" \ \ \\//\\. COLORS: (4,000 PSI TYP.) R2„ 415» 7,_O>, \\�\ /\//� \��j�. LEGEND AND BORDER-GREEN COMPACTED R 112" 1 -9" 45° BEND WHITE SYMBOL ON BLUE BACKGROUND GRAN. FILL 6" 4" i`//j �/j/j/j /� BACKGROUND-WHITE PAVEMENT 2" ; 6,!.,d 3 112 \\ / \�\/�\\ NOTES: / VARIABLE ELEVATION 8" (U.N.O.) PVC „�"� CONCRETE 1. VERIFY SIGNAGE WITH ALL STATE AND LOCAL CODES. pA ; � :.�•. 12 ( ) •�• ::•. THRUST BLOCK 1'-9" . .: 2. USE 5/8°° PLYWOOD ON BACK OF ALL SIGNS ATTACHED TO THE BUILDING. .M:•uy.�;.�;w •i,�.S•�',I.i; :;�.,;% .��' `�f•;.; � 3. MINIMUM OF 60 TO BOTTOM OF SIGN. r{:�.1 r.l^.r1'•:Y ih :AA�yXr:'. •\:• !�.i '.,}:..•..J; n•.Y. 4. VERIFY AMOUNT OF FINE W/LOCAL AUTHORITY. 4" „ : =r•.•:+` :�� 21 TYPICAL HANMCAP PARKING SIGN NOTES: 7 -0 2 1/2 1 -2 VARIABLE INVERT HEIGHT ? '; :',� t % •;:••� `+' WYE C-12 NO SCALE 1. CONTRACTOR SHALL COORDINATE & VERIFY LOCATION OF INFLOW/OUTFLOW PRIOR NOTES: NOTES: `' ' . 'y` '� :•r''. TO CONSTRUCTION. GUTTER SLOPE SHALL BE 1 PER FOOT. 1. SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. 1. CONTRACTOR SHALL PROVIDE ADS (ADVANCED DRAINAGE 2. CONTRACTOR TO INSTALL LONGITUDINAL CONSTRUCTION JOINT AT ALL PAVEMENT 2. SYMBOLS ARE REQUIRED TO CONTRAST WITH BACKGROUND. SYSTEMS) PVC DRAINAGE SYSTEM OR APPROVED EQUAL. NOTES: JUNCTIONS. 3. WHITE ON BLUE COLOR NO. 15090 IN FEDERAL STD. 595A 2. GRATE VARIES PER INSTALLATION LOCATION. 1. METAL CLEANOUT COVER SHALL BE CORROSION RESISTANT. 3 AGAINST EX EXPANSION JOINTSP O 150 CONTROL MIN. SPACING. 10T OOTB SPACINGS AND DOUBLE COAT TYPICAL. ) 3. CONTRACTOR HAS OPTION TO USE RIGID OR FLEXIBLE Date: 1Q>-15-12 DRAIN BASINS, 17 CLEANOUT DETAIL 4. PROVIDE 1.5 LBS/CY FIBER MESH. C-12 NO SCALE TYPICAL CONCRETE CURB SECTION 9 PAINTED SYMBOL 13 PVC YARD DRAIN DETAIL Project No: 24�� (�� C-12 NO SCALE C-12 NO SCALE NO SCALE Drawn by: Checked by: Sheet Of C- 1 2 10 13 2012R:\PRJ\VAIL-MARRIOT RESIDENCE INN\VAIL MARRIOT RESIDENCE INN\SHEETS\CONSTRUCTION DOCUMENTS\C-12A PROFILES,DWG ©COPYRIGHT SITE DETAILS MEN �.. EE('D E N D 4 O'BRYAN EXISTING LIGHT POLE PARTNERSHIP, INC. EXISTING SAYITARY MANHOLE NEW SA NITARY MANHOLE ROW/ ROPER Y LINE ARCHITECTS - A.I.A. EXISTING 'STORM MANHOLE Elf, CURB 0 NEW STORM MANHOLE mm NEW CURB NEW GATE VALVE SIDEWALK EXISTING GATE VALIVE EXISTING SANITARY SEWER ARCHITECTURE, REVIEWED EL EXISTING WATERLINE VALVE S- NEW SANITARY SEWER PLANNING, INTERIORS VAA NEW WATERLINE FITTINGS _ EXISTING WATER THESE PLANS HAVE BEEN REVIEWED Y THE L ELECTRIC LINE- r- TAPPING SLEEVE � NEW WATER P. O. Box 2773 - - EXISTING I��rE� A�aT � SANITARY FGE�GE MAIN 620 Main Street, Suite 8 FOLLOWING LOCAL ENTITIES FOR CONCEPT T A I1✓` ^ " NEW al UGC-�-�-�'� UNDERGROUND GABLE Frisco, co 80443 CONFORMANCE TO LOCAL STANDARDS ONLY. 'THE DS*r DOWIN POUT EXISTING STORM SEWER Tel: 970,668.1133 REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE LJ EXPANSION JOINT -ST- NEW STORM SEWER Fax: 970.668.2316 PROPERTY CORNER GAS --- EXISTING GAS LINE PREVIEWING DEPARTMENT, THE LOCAL ENTITY' ACCURACY SIGN www.o arc .com EXISTI �G CONTOUR ENGINEER, O THE LOCAL ENTITY FOR TRANSFORMER 2455 PROPOSED GOE'dTO[1EN AND CORRECTNESS OF THE DESIGN. El- EXTERIOR LIIGHT AND LASE >,14C OVERHEAD CABLE ACCESSIBLE (ADA) RAMP RD- ROOF DRAIN EAGLE RIVER WATER AND SANITATION DISTRICT mm �_ FENCE -P�P � EXISTING POWER � SET BACK ---_.._ T _.._.. __.T ..---- EXISTING TELEPHONE � MEN EASEMENT — ATV EXISTING CABLE TV BY: DATE: E ' I. H OI..Y CROSS ENERGY E k " FAY: DATE: r CEI,- ENERGY [ E HY: DATE: ..._ EE ET { it Y: DATE: t. I BOMBAST GAL.E I t I LU BY: GATE: I r _ UMJ- II i Il I J iii E i�P � If ,,. LU I I till _ '4 I � 1 ,. EI t re . �rY '4 , ( f .. i try , I , LL � ryy'^y 1 MAEJ S..F fW ROAD _.. ..... .... .._.._ .._# .......... _ .40 -� h (RAW, VARIES) ............... f »® '® MNNMME NINNNNt *46'49 �I W 2 i Z56' YYY-Y ■-IY iYYYY-P-P-P-P-P--P ktltltltl! evert ..... . " R w,..,. t r r * .� r h} j , , Revisions: L y _ I , . M , f .. ..ne,.n::-en:nn IL.—; ..-:nm::m:mmr. nnnnnnnnnn:nn rmmmm:mmmm:m. :::r �mm�::::n::n mmmm:�mmn ,mm�::::nmmn ,�,mm�::::n::::n mmmmnnmm�n :mm-mm:nnmmn :mm::-mmnnn:n .--mm:-mmn:n ....�n�nnnnmmmmmmmmnmm. :mmm::nn::nr :mm:-mmnmmn �mm�mmn:::n ::rte. ,:mnmm,:mmr n� ,gin } µ. _0� ' rf AL I ,. ` 0; �... 0.0' 50.x}, 8TOr ......................... _.._.._ .._.._.._ ---- -•---•--. _._...._._ ... ............... �. _ ��P � � mm ,Fm° P (itz- MW 554.53' 1 Q,6' 2 �0' S:!' L E. [ �.: 1 X11 , , a •. NNW PAVEMENT MARKING Now .O ASPHALT.- HOI LBER ,.._ NEW �� ET _ _ _ _ r x,E.-, I ; _x � .:r,r �: [. IN' 12.0 .�' 1 .O WE MOUND LANE �X0.0 40.x"' ------ - --- ..4' } , { T 1 . ' 10,0, s� r ,...r -- -- - -- -- .__ ...... ........... ..... ._........ ...... ........... _ __ _ -- - -- - - ...._.... ..... _.......... -- -- -_ .- -. ... .... . - - :- 1?�. F,AST1�GlJhIE) ESE SITE DINE Eli : �....: .... ,._.: .. .. ; . � f� I J [.} [3 �..} { ... L [ ,0� ASPHALT .SH0( L EP NORTH FRONTAGE ROAD 2.0' TRAVEL SIPOI L E ' INTERSTATE HIGHWAY No, 70 f 5,�f ' -`,—F, l- "�P'9 _INK FFN-T NEW ASPHALT ��������. . _....._ _. _._.... - . .._ ...... ...... ... _...._ ..._..... _.... ...._... ..._ _ ....._... . .. _...._ .._...... __ ._..... _.... - __ -..._ ... .... _...._ ......... ..._...... .... ......_... ... . __. ....._ ...... _...._ ..... ..._...... _ .._.._ ._ ........ ........ ...... .......... ....... _.._ ..- -. _ ..._.. .._... _ ....._... ..._. _.._ . . .._.._. _ -- .. _.._ ...._ _... -._ _ _... ._ _ ..._... _ _... _ _.._ ._.. __ ._.._ _..- - -.._ _. _.._ _.._ _.._.. — - - -_ . _... . . _.._. . _.._ . ... _... ._ __.. . ___ .___ .- - --- -- - - ' _. . _ . _ _ _ _ -- - --- --- Date: 10-12-12 Project No: 24li Drawn by: Dig Safely. `` Checked by: uclnr,= af 1i-w GenTer of Cwolma Jo Sheet Of Cali Three Days Before You Dig 1 .800-922.1987 . . ::. ::. 15 10 60 will LF UN:CC,org FRONTAGE ROAD 10 13 2012R:\PRJ\VAIL-MARRIOT RESIDENCE INN\VAIL MARRIOT RESIDENCE INN\SHEETS\CONSTRUCTION DOCUMENTS\C-12B PROFILES.DWG ©COPYRIGHT IMPROVEMENT PLAN E 12+50 E 13+00 E 13+50 E 14+00 E 14+50 E 15+00 E 15+50 ' .� _ O'B RYAN 8006 -�--- PROP RTY NE 8006 8008 W15+00 W15+50 L-2 W15+50 W15+50 W15+50 8008 PARTNERSHIP, INC. STA E15+ 8004 -' I STA 15+1 8004 EST 15+ 2 STA W15+6 ARCHITECTS - A.LA. 8006 - 8006 M 8002 """""_ y"`'_ _ I EW LET _ 8002 NV 7994. 0 8004 ARCHITECTURE,oftommiii INV =7996.25 8004 -` PLANNING, INTERIORS 8000 ST-5E ST 6E IM=7 95.50 _ 8000 RAIN FITT NGS T CONNECT NE INLE NV(SW)=799f.62 8002 8002 ST E13 99 = @ V=80 1.00 620 MaOin Storeet;Suite 8 7998 = a 7998 PLU ING QNTR CTOR 8000 Frisco, CO 80443 C- 1 4 _ ____ __ INV S =79 0.58 N 800 Y -� INV NE =7 90.6 Tel: 970.668.1133 7996 "' "`���„____ INV NE = 992.1 o P 7996 7998 Fax: 970.668.2316 7998 -9 www.oparch.com 7994 % N 7994 f5 LF 8' C-9 0 @1 �� - © 2 ° 7996 7996 7992 7992 R M=BO 7. o f 1 RO F DRA N - 7994 = 7994 '!�® 7990 C NNEC ION 7990 IN =7994 48 IN =7994 48 50 L 15 CP @ 0.9% 7992 ST W151.3 5A ST W15 35A 7992 7988 - 7988 MAIN 7990 7990 IN =798 .50 7986 7986 2 EAST SANITARY SERVICE PROFILE W13 + 12 TO W13 + 62 ■ 7984 NEW 10 W TER MAIN 7g84 C-14 SCALE: HORZ= 1 :1 VERT= 5:1 1 STORM SEWER PROFILE STA® E12 + 30 TO E15 + 60 C-14 SCALE: HORZ= 1:1 VERT= 5:1 N 15+50 N 16+00 N 16+50 N 17+00 N17+50 18+00 N18+50 N19+00 W1 1 +00 W1 1 +50 W1 1 +50 W 12+00 8022 _ ST N1 8022 8000 PROP RTY NE RI ER IN ET EW S N CO 1 8000 STA N16+ 72 RIM 8018.00 N W SA MH - 8020 I II RIM 8018. - r^ �11� n % ^r RI =801 .00 7998 INV )-8013.13 -w �i��n r� v IN E =8 14.00 8020 + IN NE 7982. 0 L 1 NEW SAN MH 7998 ST- N INV =80 2.55 _ DIM-79 INV =8 12.45 - 79 6.00 STA W 8018 - --�- 8018 7996 INV RIM-7 7996 L u RIM 8016.00 (N =79 1.90 INV(NE =7 81.90 RI =7991.00 8016 8016 7994 EX MH 1 40 INV(NW -7 7994 U CONN CTION I STA W11 8014 -- 8014 7992 RIM 7990 30 FlNISH D 7992 IINV=/9n 1 70 12 HD E @ 5% RARE ---I A W 8012 -- ` - @ 017 7990 ONNE TION 8012 SIDEWAL 7990 CONNECTION ISER LET INV 7987. 5 Q I ±25 LF 1 HD FE @ 5% IM=80 8.00 801 0 7988 T LEPH NE RA P 7988 8010 ............ V W)=8013. 3 GAS VIDE NECESSAR FITT NGS TO CONNECT T ITH UILDIN MATERIAL 8008 7986 0 7 85.00 BUILDING MAT CORDI ATE ITH 7986 8008 � -� DINATE WITH Lu OVER LOW 798 �� PLUMING CONTRACT R 8006 8006 T.O.P.= 983.8 7984 8004 ± o LF 2" R P @ % 8004 7982 25 L 8" c 900 2% RAP 7982 8002 EW 0 .00 8002 7880 20 LF 8' C-900 @1% a 7980 _T u 8000 - 8000 7978 e 7998 7998 STAB +06 7996 7996 -)WEST SANIT RY SERVICE PROFILE W1 1 + 13 TO W1 1 + 58A & W11 + 33 TO W1 1 + 83P C-14 SCALE: HORZ= 1:1 VERT= 5:1 3 STORM SEWER PROFILE STA. N15 + 76 TO N19 + 26 C-14 SCALE: HORZ= 1:1 VERT= 5:1 W10+50 W1 1 +00 W1 1 +50 W12+00 W12+50 W13+00 W13+50 W14+00 W14+50 W15+00 W15+50 7998 - 7998 J -3W NEW I N ET 7996 -�- --- 7996 ---! IM=79 1 .00 NEW INLE V NW 7987 50 - 7994 -- ) GAS G s RI -799 .00 7994 ti i4 I I YU ±7 LF 1 HDP @ 0 5% INV SW = 992.2 -Lion 7gg2 . RNI HED 100 F 12" HDPE @ 0.5 0 - 0 0 7gg2 GRAI 00F RAIN OF DRAIN ROO DRAIN CONNECTIO 7990 HD E @ 82% ONNE TION CON ECTIO CO NECTI N . 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INV=7979.80 5 W1 0 + 7 4 TO W1 5 + 3 7 STA D0+12 C-14 SCALE: HORZ= 1:1 VERT= 5:1 Date: 10-15-12 Project No: 24(o4 Drawn by: Checked by:RFN C I Sheet Of 10 13 2012R:\PRJ\VAIL-MARRIOT RESIDENCE INN\VAIL MARRIOT RESIDENCE INN\SHEETS\CONSTRUCTION DOCUMENTS\C-14 STORM SEWER PROFILES.DWG ©COPYRIGHT STORM SEWER PROFILES � � • i • • • • '• • • • • •• • °• • I it`s • • -• • ■ ■ • ■ age a LION i • - • • i • i • • - � � � • I ■ ■ ■ ■ ■ ■ ■ ■ - - - - - • • 13 IN 11033 C LIM � ' / � ' - - - � � � - - � • • i \i - � '• • - • i -i -• - � • • • • � - - is i • •• • • • ••' '�11 ■ :1 • 11 • t :1 1 1 � • 1 � � �' 1 � 1 1 � 1 � i •1 .1 1 11 . • r., � , �������///_ 1 t, 'v��' ,` �1 I . /' 111 ' '' / ' ` ' / ' 1/ '1'1 ' / ; 1 L� .n r•/'/:1 �� � -\� � v � w � • .,���� -r� ��/I'�\�� mac_' � � `\' 1 •1 1 iiO :Ll MAI Mil WISQ4 IN law i.� �=� ;:'�`• � �•�. «.gip , 1 ��1 . q���`. 1,1 � �`''-..��� �'`�'; • �_ .9- -al-lea v l l'�\ � • - � \\' �� 1'•�. ■ ■ s- ~ , �i/ \ —' - I�►�. 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I ,1�. .:1� ► fYl�_._.L.e: . � .- Sri .,_ , --.. ..._:. ..:... _• , I� .. ,1►� . � -�"•- ��� ���� -...�.�° J � •���� � _ r.�i r-a�r'� r - _� � __ .r`�� 'd. (r? �iAlp _ 'rte . • - � ! �►��fi®r.r®- 1 . �� J� i � • ® � / 1-� �® � � • • • � � '■ :111 1 � � 1 • • • �mj • do — _ • .. •. • • • . 1 • 1 1 5 ....... O'B RYA N PARTNERSHIP, INC. ARCHITECTS - A.I.A. ARCHITECTURE, PLANNING, INTERIORS P. O. Box 2773 620 Main Street, Suite 8 LANDSCAPE NOTES: Frisco, CO 80443 Tel: 970.668.1133 1. ALL PLANT MATERIAL SHALL BE IN ACCORDANCE WITH AAN SPECIFICATIONS FOR NUMBER ONE GRADE. Fax: 970.668.2316 2. ALL SHRUB BEDS AND TREES SHALL BE IRRIGATED USING DRIP IRRIGATION TECHNOLOGY OR ACCEPTABLE ALTERNATIVE. THE www.oparch.com IRRIGATION SYSTEM SHALL BE ADJUSTED TO MEET THE REQUIREMENTS OF THE PLANT MATERIAL NEEDS INSTALLED ON THE SITE. 3. ALL TREES SHALL BE BALLED AND BURLAPPED OR CONTAINERIZED. 4. ALL SHRUB BEDS SHALL BE MULCHED USING A 4-INCH DEEP SHREDDED WOOD MULCH OR AN ACCEPTABLE ALTERNATIVE. MULCH SHALL HAVE A DUON WEED BARRIER INSTALLED UNDER THE MULCH. 5. EDGING SHALL BE PROVIDED BETWEEN TURF AND LANDSCAPE MULCH AT SHRUB BEDS. EDGING SHALL BE 1/8" X 4' STEEL SET MEN SPACING LEVEL WITH GROUNDCOVER OUTSIDE PLANTING BED. EDGING IS NOT REQUIRED AROUND TREE MULCH RINGS. PER PLAN 4, 6. MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION AS REQUIRED BY SITE CONDITIONS. " '" " 12' TO 14' OVERALL QUANTITY AND QUALITY TO BE CONSISTENT WITH CITY APPROVED SPECIES. IN THE EVENT OF CONFLICT WITH QUANTITIES ■ 4" MULCH INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED. 8. ALL ON SITE LANDSCAPING MUST BE INSTALLED OR SECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, , WEED BARRIER OCCUPANCY. FINAL GRADE 9. THE OWNER SHALL BE RESPONSIBLE FOR THE LANDSCAPE MAINTENANCE INCLUDING THE PLANTINGS IN THE PUBLIC RIGHT-OF- '■ WAY. TREES AND PLANTINGS MUST BE MAINTAINED AS TO PROVIDE CLEARANCES OF 2' HORIZONTAL AND 8' VERTICAL FROM ANY AS PER SIDEWALK OR TRAFFIC AREA. ■ TOPSOIL MIXTURE A.A.N. STD, 10. KEEP ALL TREES 10' CLEAR FROM SANITARY SEWER AND WATER LINES AND 4' CLEAR FROM GAS, ELECTRIC, AND COMMUNICATION UNDISTURBED 12" MIN. LINES. KEEP ALL SHRUBS 4' FROM WATER, SEWER, ELECTRIC, AND COMMUNICATION LINES. EARTH 11. ALL TREES SHALL HAVE A MIN. OF 2 1/2" CALIPER TRUNK AT PLANTING. 8' TO 10' 12. ALL TREES SHALL HAVE MULCH RINGS INSTALLED AT 1' BEYOND THE DRIP LINE. EDGING IS NOT REQUIRED AROUND MULCH RINGS 12" 12" 13. CONTRACTOR SHALL WARRANTY ALL LANDSCAPE MATERIAL TO INCLUDE WORKMANSHIP FOR INSTALLATION FOR ONE YEAR FROM MIN. A PER A.A. TD A PER A.A. �TD DATE OF FINAL ACCEPTANCE. MIN. 14. CONTRACTOR IS NEARBY NOTIFIED THAT UNDERGROUND UTILITIES EXIST ON THE SITE AND IT SHALL BE THE RESPONSIBILITY OF �J THE CONTRACTOR TO SECURE ALL LOCATIONS. S I I RUB DETAIL - - "ry a 15: OWNER SHALL BE RESPONSIBLE FOR MAINTAINING 2' CLEARANCE FROM ALL SHRUBS/HEDGES. 16 CANOPY TREES SHALL BE PLANTED NO LESS THAN 40 FEET FROM ALL CITY STREET LIGHTS L-2 NO SCALE 17. STREET TREES SHALL NOT BE PLANTED CLOSER THAN 4 FEET FROM UNDERGROUND ELECTRIC LINES OR DIRECTLY UNDER EXISTING OVERHEAD ELECTRIC LINES. W NOTES: 18. CONTRACTOR SHALL PROVIDE 30 TO 60 DAY MAINTENANCE CONTRACT WITH OWNER. 1 . INSTALL 12' SPRUCE TREES WHERE TRIANGULAR PATTERN IS NOT SPECIFIED STAKING: 2. PROVIDE 4' HEIGHT DIFFERENCE BETWEEN SHORT TREES AND TALL TREES. IRRIGATION NOTES: FOR ALL TREES 4" CAL AND EVERGREENS 5'-12'HT. GUYING: 1. DRIP IRRIGATION SHALL BE USED FOR ALL PLANTINGS WITHOUT EXCEPTION. FOR ALL TREES LARGER 2. SYSTEM SHOULD BE DESIGNED AT 30 GPM MAX AND 40 PSI MINIMUM. IRRIGATION CONTRACTOR SHALL VERIFY THE FLOW AND SET TRUNK PLUMB THAN 4" CAL. AND EVER PRESSURE PRIOR TO INSTALLATION OF THE IRRIGATION SYSTEM AND ADJUST HEAD COUNT AND ZONES AS NECESSARY. W GARDEN HOSE GREENS LARGER THAN 12' 5 SPRUCE T PLANTING �ITT� R N HTML 3. THE IRRIGATION CONTRACTOR IS HEREBY NOTIFIED THAT UNDERGROUND UTILITIES EXIST. IT SHALL BE THE IRRIGATION CONTRACTORS RESPONSIBILITY TO LOCATE ALL PRIVATE AND PUBLIC UNDERGROUND UTILITIES. ANY DAMAGE TO THE ON SITE UTILITY 2 STRANDS NO.12 GALV. 2 STRANDS NO.12 GALV. GUY BY THE IRRIGATION CONTRACTOR SHALL BE REPAIRED TO SATISFACTION OF THE OWNER OR GOVERNING AGENCY AT THE IRRIGATION I PLIABLE STEEL WIRE WIRE. PROVIDE (3) PER NO SCALE CONTRACTORS SOLE EXPENSE. C) I (TWIST TO TIGHTEN) TREE EQUALLY SPACED WITH TURNBUCKLES (1/2"x6") 4. IRRIGATION SHALL COMPLY WITH ALL LOCAL AND FEDERAL CODES, CONFLICTS SHALL BE IN WRITING TO THE OWNER. 5. ALL SLEEVES FOR WIRE AND WATER PIPE THAT PASSES UNDER PAVEMENT SHALL BE SCH. 80 MIN AND 4" DIA. MIN. IT SHALL BE Ln 2"x2" STAKE (3 WAY) FLAGGING THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO COORDINATE THE PLACEMENT OF ALL SLEEVES. SLEEVING UNDER WEED BARRIER T� PAVEMENT AREAS IS MANDATORY NO EXCEPTIONS. U 4" MULCH 24' ' 60° FINISHED 6. ALL MAIN AND LATERAL LINE PIPING SHALL BE PVC SCH. 40 MIN. SOLVENT WELDED. ALL NIPPLES SHALL BE SCH, 80. ALL 4.0 � GRADE ELBOWS TEES AND MISC. FITTINGS SHALL BE SCH. 40 SOLVENT WELD FITTINGS. ROOT 7. BACKFLOW PREVENTION SHALL BE INSTALLED ON IRRIGATION STUB BY PLUMBING CONTRACTOR. SEE UTILITY PLAN FOR I NOTES: 5' BALL .' 2"x4"x48" WOOD I 1. USE 8' STAKES STAKES-NOTCHED BACKFLOW PREVENTION LOCATION AND SPECIFICATIONS. DRIVE 48" BELOW 12 • . .�•°off'• •°o •�•. MIN. : , ::,: :. TOPSOIL MIXTURE IRRIGATION SCHEDULE NOTES: GROUND. • 12" 12' LANDSCAPE CONTRACTOR SHALL SEASONALLY ADJUST THE IRRIGATION AS FOLLOWS: SPRING MARCH AND APRIL MAY 60% OF WATERING TIME 2 T R E E PLANTING D SUMMER JUNE JULY AND AUGUST 100% OF WATERING TIME � e L-2 NO SCALE FALL SEPTEMBER AND OCTOBER 60% OF WATERING TIME WINTER NOV., DEC., JAN., & FEB. NO IRRIGATION NEEDED IN NORMAL YEARS, ADJUST AS NECESSARY 1. THIS IRRIGATION SCHEDULE WAS DEVELOPED AS A GENERAL GUIDE BASED ON AVAILABLE DATA AND AVERAGE CONDITIONS IN ORDER TO ENCOURAGE WATER CONSERVATION. THE LANDSCAPE CONTRACTOR SHALL ADJUST AS NECESSARY TO PROVIDE ADEQUATE AMMOUNTS AND FREQUENCIES OF IRRIGATION WHILE MONITORING FOR OPTIMAL WATER SPACING CONSERVATION. PER PLAN 2. THE DESIGNED MAXIMUM SPRAY IRRIGATION CYCLE IS SHOULD NOT EXCEED 9 HRS/DAY. 3. SPRAY IRRIGATION SHALL BE APPLIED TO ASSURE CUSTOMER CONVENIENCE, 4. THIS SCHEDULE IS FOR ESTABLISHED PLANT MATERIAL INSTALLED AS SHOWN ON THE PLANTING PLAN. NEWLY PLANTED LANDSCAPE 4" MULCH MATERIAL WILL REQUIRE A SUBSTANTIALLY DIFFERENT IRRIGATION SCHEDULE WHICH IS THE SOLE RESPONSIBILITY OF THE WEED BARRIER LANDSCAPE CONTRACTOR. 3 GS FINAL GRADE 3 K J _ 303 TOPSOIL MIXTURE AS PER Z �� A.A.N. STD. � 'a UNDISTURBED 12" MIN. _ EARTH II J 2 D 4 BV MIN. AS PER AS PER 12 MIN. I I 0 JFM I • A.A.N. STD, A.A.N. STD. / a T._. CONIFER SHRUB PLANTING D Al ++++++ I � HJ+ 3 I • L-2 NO SCALE • + `�, �,5` . + + . • c • uo • vv vvvv vvv + LAG POLE o°o 0 0 0 +o o°0 2 FM +•+++ + �•:+�+; ° GUYING: 3 THD 3 °o° oo°o FLAG POLE 3 T TH4/ 3 HJ oo °o :«'� I **+* °OOOOO °000 �•d ReVISIOrIS: STAKING: FOR ALL TREES LARGER ANA °°°°° CATV ` ` °•°°�° FOR ALL TREES 4" CAL THAN 4 CAL. AND EVER - - - - - � - - - -T- - - --�-T- - - - - - T - - - - - - �� \ ����� • AND EVERGREENS 5'-12'HT. GREENS LARGER THAN 12 __ ____ r I 3 THD 3 FM 100 SF ANNUAL F OWERS \ SET TRUNK PLUMB 2 STRANDS NO.12 GALV. GUY GARDEN HOSE WIRE. PROVIDE (3) PER �Q TREE EQUALLY SPACED ��- ___ - ..... �T O 2 STRANDS NO.12 GALV. WITH TURNBUCKLES (1/2"x6") PLIABLE STEEL WIRE ._...._...._ ._...._...._...._....__------------___ + I . FEDI (TWIST TO TIGHTEN) NOTES: 2"x2" STAKE (3 WAY) FLAGGING 6 R G N T A G E ROAD L D E T I L e E A S T 1 . SEE SHEET L-1 FOR SPECIES DESCRIPTION WEED BARRIER U-2 NO SCALE 4" MULCH 60° FINISHED 9.d ROOT •:'9. GRADE NOTES ?': BALL ?' 2"x4N48" WOOD TIr STAKES-NOTCHED 1. USE 8' STAKES 12" MIN. �; ?' °` ?" TOPSOIL MIXTURE DRIVE 48" BELOW -' •'•:• • • • •• GROUND. 12" 12" 3 J 00 4 CONIFER TREE PLANTING DETAIL I J L-2 NO SCALE � 4 HJ 3 ASP 3 ASP 1 CBS 000 00000 °oo°o° I _ 3 CBS .noun.,+ + + + q 4' d . 7 REMOVED LP `•:•:+, • vvv \ v • . � vvv vvv 71 tzz_ \ 3 THD 3 THD \ - 3 FM °°°° °°° •.�, ° 1 CBS an can , + I °°°eves 3 ASP ° °°°°°° CA CATV q y 4 HJ CAN C� CA D T / / CATV - - - - - - -T- - - - - -T- - - - - - - - - - -T- - - - - -T- - - -T- - - - - - - - - - - -T - - - - -T- - - - -T-- - -T- - - - - - - - -T- - - - - -T / Date: 1� 15 12 AS GAS - GAS - GAS GA GAS - GAS GAS - S� GAS GAS - GAS GAS GAS � GAS•-� GAS GAS ��GAS GAS - GAS zj Project No: 24(o4 o I �- °+ L- _ _........... _ Drawn by: � - - - - NOTES: Checked by: 7 F R O N TA G E ROD N D S C APE DETAIL- WEST 1 . 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I - `_ - . ::�:::. _� _ii�___�: .�, i", .I­­r-_.­_.­_I _11 ­­1­11­11"T .- 1 i, ­-r­..­.-­_..., , ,��:, - I �rr I I 1, � �:T::%: - - -,2�lm -_ - � _ . � , :�­��:�� 1 -I -; _ 111-11 I I I 11-11 r" ,.: �. i I I I � �+:_.],:!�%:4::�i,7"__,i__:�:_ `!�::::��::El�; i __ . -, �_ -, I - __ E __;'-__-__= I- - ,. ,_ - r" ".11-ri 11 1 9 - _ __ - � - � I - - 11 1, - :�___ I O'� I I.­--,_�: . .,, � I . - ('1_'N�F=,4F,T1AL 50UTH ELEVATION Date: 10-IF�­12 A2.0 1/011 = 11-011 EXTER � OR COLOR LEGEND Project No: 24li __ � � : i I I I I......i___.J I L1.. .......I -1 , Dra n by: 1 [ I � lii if I �. ---..-- - .-,-.. I__ I....� _ I---..! .1 1 1 I ..... -..-- -..--. --..-L....... � r J _�� �E t � E � 1 i � � I I I 1 t ! I I I 1 1 I I � � . . I I I I . i I : � � : � � I I : � i I � 1 I � 1 1 I I Tr­ I'll -I -- i � � � � � � I 1 1 i 1 1 � jr, � I 111 I 11 ... ....", r i I I I I : : I i I i � � I i I i 1 i I � : : � I : � I � I I I I I : I 1 I � : 1 I 1 I I I , i : I 1 I : i I I I, :, � , i � � I I i ii I 11 I i,L.A.-.... 1JJ I Checked by: HARDIPANEL, VERTICAL CERTAINTEED PRIESIDENTAL SHAKES � BOARD & BATTEN SIDING COLOR: - WEATHERWOOD - COLOR: DEEP FJORD - #6972-3 Sheet Of .� .� .� .� .� .� .� .� .� .� .� .� .� .� .� .� .� .� .� .� .� .� .� I ,-.-,-.-,-.-,-.-,-.-,-.-,-.-,-.-,-.-,-.-,-.-,-.-,-.-,-.-,-.-,-.-l-.-,-.-,-.,.,.I..,.,.,..,.,.,..,.,.,..,.,.I...I . � ............................. , � A I...................7­1.1-............................................... ......-.....-.....-.....-.....-.....-.....-.....-.....-.....-.....-.....-.....-.....-.....-.....-............... �- I :1 ,. .."..."..."..."..."�1 7---_1111 11 11_­.­':T, - I I 1 :: :: :: :: . �r I - : : ....I'll i IrE..... ......* I , .- -, 'i�, . ­_ :_­1­..1.1.......I....I.,...I....1"l1...­l%.:.: � � I� , I , HARDIPLANK LAP SIDING STO A2 ,eO IIIIIIIIIIIIIIIIIIIIII COLOR: - SUMMER SUEDE # 415-4 __ J , f.-I. i i 1 1 u� ! i i i r : i t � i I . H : 1 1 i I I I . I I ri 11 r I � I I . � . i i I I i IT � � i I I I IT r � I ; I I� � . i i i i I 1 I i i i i I i � � . � i i i - i i � I I � � r I i 1 ,""Ll � I- "__�____ � I I IF " I ; ,I�_, � . . . . . -9 r , I I 91 I I u I COLOR: ROBINSO KIAMICHI � 10/12/2012R:\PRJ\VAIL-MARRIOT RESIDENCE INN\VAIL MARRIOT RESIDENCE INN\SHEETS\CONSTRUCTION DOCUMENTS\A5.0 ELEVATIONS.DWG (�)COPYRIGHT ELEVATIONS IIIIIIIIIIIIIII - `. O'B RYAN PARTNERSHIP, INC. ARCHITECTS - A.I.A. ARCHITECTURE, PLANNING, INTERIORS P. O. Box 2773 620 Main Street, Suite 8 Frisco, CO 80443 Tel: 970.668.1133 Fax: 970.668.2316 www.oparch.com ROOF PEAK 1 1 I 1 1 1 1 -I 1 T. _ _ :1I .. .. ..I II � I I : I ,. 11 � I� ,1 I 1 I I f 11,,11 _..�,. L _I . ,IT, ,. , ,�_L I� �. � EL. 155 -3 ; III , r' ,! I, I � I I ,, 1 I I III _ I I 1 II I T,. - 8051.25 ■ 1 ! ! 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