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Approved Plans_8.pdf
RE0CE9IV2E0D18 (..'..f.m.:?..0) Town of Vali OFFICE COPY APR TOWN of Van The Olson Residence DRB/Permit Set 1726 Buffehr Creek Road February 12, 2018 Vail, Colorado 81657 .: . • ;,•. . iodvn of Vail REVIEWED FOR COLJE ..., . !:,:':•-:;..4,,, t,..,,:, 0 g.. COMPLIANCE ate ,t4,1,6,,,, ..,3 v, , 4 coNiezti.7; ° 1A.14;10 . General Notes. Project Team.• Drawing Index Oitmohi • • L.) 4.,-, General Contractor: 1. Do not scale drawm. gs. Cover Sheet B '------- _ ,, , ,, , ,..,,:;::75:,.,1:54,,,i,:.5.10\1,,,, Code: _______IC......,.., .. .......o...._. o...... _ Integrated Landscape Management 2 Verify all dimensions, condition, and utility locations prior to beginning any work or ordering P.O. Box 115 Survey any materials. Notify Fieldscape of any conflicts or discrepancies in the area of construction. Avon, CO 81632 Amended Final Plat tlo,-441.40--7, • cp 3. In the event that additional details or guidance is needed by the contractor for construction of (970) 471-6529 1:10 Topographic 0•44441N-540; P" IRA104.Niii S .'- any aspect of the project, they shall immediately contact the landscape architect or architect. Contact: Shelly Mello Survey 4. The general contractor shall be responsible for satisfying all applicable codes and obtaining all permits and required approvals. This project is governed by the International Building Code and the International Residential Code. Compliance is mandatory. Landscape Architect: Landscape Architecture Issue D.R.B. Date July 18,17 5. The general contractor shall verify all existing grades and lay out all proposed improvements for Fieldscape Incorporated L1 Existing Conditions Pricing Aug. 11,'17 the landscape architect's approval prior to beginning any site work. P.O. Box 1871 L2 Site Plan 59 ,:.,.., Permit Feb.,'18 6. It is the intent and meaning of these documents that the general contractor and each Avon, Colorado 81620 L3 Planting Plan , • subcontractor provide all labor, materials, transportation, supplies, equipment, etc. to obtaina (970) 390-6550 L4 Layout Plan 16 --`.*"`„,169 • ',..., . . L5 Site Details complete job within the recognized standards of the industry. Contact: Ric Fields Are: t 1691 1687 „,,,. 6iv ,..„... ' „«<- '''''''' L6 Site Details &It' 1699\ A '''. ..—. . .„..<, *.,.1,N.<” ,.."' 16i" 7 All construction is to fit within the available property lines, setbacks, and easements without ,,,, 95 1706 creating easements or exceptions to existing restrictions. Surveyor: rgilelf.07oi \46 wr . : ----.4 \_ ill* '1 ilit ',, 8 'the general contractor shall field verify the locations of all existing utilities. All utilities shall be Eagle Valley Surveying Structural Engineering t \ 1.12Z'' ;-..i P.O. Box 1230 Si located to minimize excavation and vegatation impacts to the site. WC ,,,;;•hi-'30\ ,--1 0 Edwards, Colorado 81632 S2 9. The general contractor shall minimize the limits of excavation and take adequate measures to protect all vegetation beyond the limits of excavation. All areas of disturbance shall be re-vegetated (970) 949-1406 •,:kr—t:',.•.z•, '.:.,", ,? % 000, , 40 ' 4 ‘. .'• • to blend with the non-disturbed landscape. Contact: Mike Post Key two, , , ,,- , 1.415 _10-..,"' \14175 .s., '6.,. t --,-'49-`,'-''', „1 300' ' <- „<,.4!':', , , ,,,,, ,„ .. ., ... , \ # 0 ,,, 'iC41 , \''''''''' V '''''444 '.51 U° t- ,..‘ 10. The general contractor shall verify all site development with the landscape construction :::,....;"4 ....., \ \ ,..„, , , , ,„, - ,,-. -- ,, , - ---„',,,,,, — ,( „ „ ,,r ,1,.. •„Ar,„,,„Z‘,: U ,',.. ,,,4 ,,,,,,',„ „. , „, \ 19. ..,`-',01'° %',V '''',7 , ,. ..,„,•,,' , 40:4 • A:'4,,, .,''''', \ \ \ ''- ''‘'.. .,-,51-r:/'`'; 1403.444021324;,4' ' i ' :1, Offt , ' a) documents. The site plan is for grading and layout; the landscape plan is for planting. Any Structural Engineer: :,:4=A- 1713.--,4404: 14W<-..,....:',: j.„.'.'".<.<<„L ',,.-"1",, \ ,,,' „< ..,•> ,”-...,,,,,,,4',6-„, „.”'''''il < \ '-‘1813 N "'""";'./ ",' ( 513V''N/41Z:i40.4---) , IA.: bo discrepancies shall be brought to the attention of the landscape architect. Ewing Engineering, Inc. ai ''t....'lt"l'':'/'•4rll'''''1:7''''';'. :.'>1,::::: '''''''''''''' \,,,, :4:7.\\;1„87:\:‘, ,:,18.3\1'3\ :',: 41e :.1"°;P.•1.-': \ ::*,.ri >titi,t''':/k ,,,, :: 1::',itel:'..:,.,5,...,':,;'.::',i, r...1.1 P.O. Box 2526 1881 ' 417250 "/' "A"' \<1<414 :: Vail CO 81658 .1800 14Th70 „ tas° 141:6 .::-'-•.-. ...., , < r.—rM-.4.4I.. ,„- F0:..i.e. -1-4., t,,,r1„_,,4,,,,t,,,,,-,---t.-„,40, ..,,,...„ „,2,2, , ;. N„' i-44-.`-0 AVYS4 ,:-.44'47,,,,4,..„..i. ,',,.„ii!.t ..,4f$';„;-'-','':,181.4.'-:'44 .4 --,c, 0-;:- ‘,.14?.-9 -,../ .- „,,,,,..;-,,-, -.. :,:;,:-,;„c!:::,,,,/:,.,:.„6-; ./0;;t-.• :.;-;,„,„Ato •.,.,imr..._-. ,,,, „i.„,,,,,P,4,,,2,-- (970) 949-5153 ,,,,. .,,,, ‘A,'V.f,,7i4 tp1821;AV ' '. "12,,i'l ''" ..t," 7.,s',../,/ ,,,,;4::::-z,•,..::5;6;-',,,,,,,.::,;:. :” 4A.4,,,,*:' r/..,40_„,,,, . _ '''''ir -. `-:74404-' 411MW / - '''-' ,.I416i14z4-,,-,/, ,,,!7;,it.',-„...,,,,,-',.,' .„..,..: •-•:'',.-- ,;,,,..,.::,i-,,,:f- i:,.-i.to( ••i',, 0 Contact: Albert Ewing 4 -A., ,, 4 .,k,t,; ..:.Ei.- 44 •<'.:.„..,41464: ".A884- \'',./ ' ' . // .."."'!.:',07/,-,•:0'''''' :.<.]::::".''''' .-4,4';'''::!/' ir-i' i '' -M. `''';' '''' ,-,/ ,• ":' .:','"-IP› ,...s'i;';'< ,:.:Ote / a 4f ' i%.,-,., '''\,N,:\• —--"' ----,''''.'"104,4„:‘::<-'18s,,.sil,,,,,,,.", 1. - ",:;„00, ..,.,: •,,,, _.:,....,,;:-, 0.*:,,.., ,4,,o ., i 1890i',":. <.#J„...,<,] iit1/2,‘ ::,.Z.';::<1.f1M„-',.\i z4\ - ; ''.t- t , , ". „.,,,:,,„,_•::. .-„„,-- 1,-..- Ari i ,-, 0 ;,-1-,;-- ,. %*:::, --,,, aw..',...?j-pgi..-I.,,,„J,„,-;:,,„:.i.--------------,/,,,411„;,-:,.;,•,!!!"-'' „-i-:,:ii':',''''_.4,'4.7401aggintelinfik? 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H ,..,, .Copyright Fieldscape Incorporated All Rights Reserved This document,and the ideas and designs incorporated herein,as an instrument of professional service,i the property of Fieldscape Incorporated and is not to be used, in whole or in part,for any other project without the written authorization of Ric Fields Sheet: • . .._ ..11\I C j:02tr6ec/F0221:04:18: 0 Original Date of Licensure t- 1- '1/2 1111"%imarr •c) , . cover ‘, . ,. ,„.,.,...._ �,/ Drainage and Utility Easement // ,,,, 6. ��. aro,. \� Rockfall Limits �' /" /� ti41.11'-'''''',..4.7.74,,,:,..''''ilI1111,',.; :"6-4 "6: . to ;',....'..3,...,,,,0„,.::::-::::...,,,,,,,EE..:::,,.,,,,,,,,,,...t.,..,:z.i.,:;,,,.:::iw,......,*,.0,:;,::::,,,,,::: c.,:co:,.. 71,.. ,:li,,,,:iv:',..i'-:::.:.::.:*:1:::::: "I's: ":: 7 / / io / f Lawn Area /411rillrAllikirVIV7 17:\ \\ 97) :C 1:71:: :111'''.1'i'I' ' \411. „It, —12 ---'" \ "K',,,,,',-,--•,...;....4b,,,. 0 .. akiiiiikal. ;:::::::'s'::,'*:':':tk,,'''': c5P:' / ,,,,. 4.1 Stene wk ac Pt .c : / . (12 Remove the existingwalk and re lace it with the ane as shown. / / 14T. Issue Date />'''''''''' 'this is a heated stone walk with cut stone on a concrete slab and / � ,/ log handrails to match house log railings and accents in stain / D.R.B. July 18, '17 and dimensions{see details}. PricingAug. 11 '17 / ipir 4,11k\ ...„-- ..„),---\ .\ „, . . . . , \ t-‘,. 1 i . .. ,,4,.). _ 1 7 z 41 46,,ireir .14 ''''...-,„„ ,, , ,. ,, 26. ���� /I ..-- 77 DRB/Permit Peb.12,'18 .i11141111111111k / ,..,„ , / ` 0 7'7 / / ,r7 . , / �a Deck Replacement: /� /�!�r ., Itepiace all or a port on of the<+xlstin deck as necessary. 40 ,/ ! All replacement will be fv matrh the existing deck / \\ \ <g / t.€ / tr � ' InforAAtal Stone Path: t0\ \, " `� ��- \ a s A I vuide a wide stvne:path tv match thx A°1- . ilk. ( \ \ / \.< stvnev£theprvpvsed paio. Set an road\ 4 ,., @` \\ c \ ts.4 r.:xT' 11111,(0111`4, � �\ : base and sand for leveling. Step as required. V O lio011k.:1‘11111tec jkat l v ''� ) .\, , _,\\ \ .:, � �� � / ..< ,� err. ►�V. � ,�' .. �--i *. /*/...; Ct , .---'-. ,e- \\\I\ , i .�� . \c\mss.. ."� \•\..,� .�\ � , ,.. „ t.,..„,„„,,,-...,.\ ,. ^”" I ., ... Nz, ..,., I�., .,.,414,10,2' vliril-\4847111111ft 1 :., � `, a:04 p.,ri vrA� ,,,,, t,./ ii,,''' ,7 n. :. .• ,- ; .:�\ \�. � \ \�\ .�� \ \\x �\\\.\.<.\\ \ ��,,:. ` � ;.a. �d c; - 1,,, \ �I'6.�Ct r1TT11 J `'. p \''17 VN / S'#''''''''''''' / V u a � .,-,,,a�<. � ..<,.\ \ , , 1\7 ./.1. sem. �✓ .5., . ., .ig A �� \ ���\\\ \ Relfcated Spruce \ 10 .,,,a.n• iilel.aS ),„01:\,/itioi:/) • / �-+ � 0 c • „0!: „, ,.....0 , 1 abuse grade 71 `� y \.. \\\\�_. �\ )\:Y�, ;�, \\\�\�� �. '” .,y��'s /• f V. ��- ` ,.a;, . .^" Tom+ ' �\ \ /ossommummommunimmummmir \ r/u. sill el.2a' . ,.--"/ / / er 11 ----till) "I" . ''m a\�\ \\ \ \'\.. �{" ..»rag `�.� '' �• •r.. �1 .4.`� \ \ \\ .1\t,,' \\ �� V/E I sill e1• above r. Vk, \ 4..A, ..4<‘."..rotl Adar.,,,A, ,.1411prr /7 77'''''' V — 0, \\\\ \�\\\� \ 1/4 rMM► !► 1r i. FFF 8224.6' r ,.,... ?�<. ?�\,'° .y`,v',� <,\'�:'\.-'�\\z`{ °� \�az` r ^'. .,b"w.,''"' / .�:_�h,,✓� ✓ : ��' � atOtilk vs �Y .✓'' ,/67 ...., ..-," „,^,,,.",.r<'"' ^° Vl.J i�� ::. ; Et,}v , \ .'\ �\,A,,,.-.--;;"PAA-- :',..,.„:,;•;':,':c":*`1 ,*1.•"\. '...s.-.\.\\. ' ` '\ ,*R.N,,,, ,,Z, ‘,, \ �t ,iI �� -it -- • i 2•i,' ® .'\ miso — 11111p1Stin Stone atiotoPC'n1alA1. \••••eVillijVhk,..,' 00 1 / 0 �'�►) •1111 / .,,, © qtyi ���'I (>n1C7C7Cthe eXAStinuIlot ILI�7. { *. ,4„„\\ \ ..,,,,\, ,..., ,,,,, ‘ , ., .„.,,,, m,.., .„,.,,,,,,,,,k,,, .\:, ,„„- :. „\s\„,,,,,tr,,, ..,.. „,,,.z, t, „ 7 1 1.,r„,. 3 NO 1 ..!/f ,\ Pr' 111 0000,, ...0*. X x.4-.1 • 1. C34 ► Subsurface Drain.a e: Ilk *" / /' �li�1j1� � ? YCollectw ater framtheT ire Bo rl, draininlets, 44 t 3 v. FFF 3223.3` J c �� ,,, , \ \ 1 t7, analtheretainin wallstoda r1i htasshown. Deck ,.,„\ ..„.., ,,,........ ., ,,,„.../ Ire It I e10.�\ g g Dining Room11)h: ./ .. . \\ CRs Size of PVC piping to be determined. O 7 . \\ _ . .--1,-0, �X1S ll1 Lan 11 yig. '55.,,,,t,,,,,- Ren€ove the existin�concrete wvalls lif/ _ . .S � (} "�..,,,.,,.„, \\\ tlT ���i+� 3�" •'.... �W"' ter+ `"•' •Y i v azzd slabs as determined b} the viI\ / Structural I rtglneer. SUn 800111 .? ;�, i.';R •3 ManualGst€;nm {ver.) ReS1C erlCe `- ta . �,,,.."":;,.1:(11 n. 11, +F�etTYte: �;�tzt,�.•s 1rID 05 Cf) �,{. �� ./ � 114:1:ii,1‘:,,,:‘ , hooset?utians £ I • ' \ .r .—+ AV�VAV�AQ�<;vv • 3 / �l i �1��� °' :r ��.r,.. t < 77 �v. avv t ,. ,:11 , Garage � xr �. Viol a) PPE 8211.0' Y '''')° \\I <° . * 1 //if ' : .'1. .' C:)11: riK:1 �� \\v i \ „ ,„ A\\v vvvv vA �vVA�vv vvvim;.__....._. 11 \ , '''' I ,r --// ?-i ,/":7„.",,,,,,V '. isti4' '''' No) Cr) Ct \ \ , , , , , \ \VA\ It 11 f to .,,,,,,,m.,-; „".,,,,, :,,,,,, ' ,,,,,,,,,' on Y. \ 0 ,>,,,L,. .e.°°°"":7, '',/ '° '' '''' '':,„..,,,,v''v 'as""7" \ ,\ ,, \ . ) ,.// -----m777V ,/,7" .."; V CO :41 ....,7 ?,„" „„..,"'"<<„--'''''''''''''' ,,,,,,,.,,,,,,T.,,,,,"7,,,,,,,,,:7:,,,,"7,"„."1 /7 ,,,,,,,,,,,,,,,,,,5?._ Fire Bowl. „- „..„-- ...."/ E �� (1).4....,./..- ,,,,, it ` w �” ^ •. ,� rli Dubai 45 Copper Bawl bj .� � . . ....._ „,„----' ..,,,,----------',..,--------- r /, „,,,,,,,,l,"-„, ,,,--- Flameeations \ / si (:) ^” ,.-- � �w_�.. � ,F---- z,---- . -^ --- 7 ,, 77' r"'.� / \ „„ o 71 -771 \ ,-,-- _,---„,„,----- „-- 1---4 (1) (1-5) .,,e'"'''''''''''" / 4-4 4 cf), ..„..-- 7,-----------;__\ „---:.----/ ..,,,,,-- \ ,,,,-- ,,,,,, , ,..0,---- ,„------ W 7' (ryry ) ' NA, \* 7'. /-'''''' ie,,,°°* ,,,,,,,7 V7 7,7 7 oe'''''''''''' "'"'"'''''. „„,,,`''''''''''''''' ,,,/ ..7 .07"1"' W •r-4 Eminal 0 ///". _7 0 \ ,...7" V • psO '/ 6 Copyright Fieldscape Incorporated All Rights Reserved This document,and the ideas and designs incorporated herein,as an 1 instrument of professional service,i the property of Fieldscape Incorporated and is not to be used, II � t �Ip whole or in part,foranyother(III) li q II' projectwithoutthe writtenG`�} 9authorizationofRicFieldscou r_. = L.lG C? Sheet; C7 l1 D(2D6eS/oC2f 0p�0ic8 nsueOrigina1 4a j�N �, Of: six Plan \ pi ,• ** , .. lrizkAa-'17...-- ::: *': t-4 :;:li atIox. : .:":,,,:i;,,,7,,,i.r. 7.4 : .\\, ,/,\: Ilitakt.44'J i '17,7j ,e, 0 N:".. N .7 ."'" ', ',. ;,i, ,, Plant Schedule e,. ..- / „„,,//10e:,1\;/ 7 ,"„19PRiaol ' Cc e, / ,,,--- s...,) V 77 ,....--- ftw4a4 ,... l'Ag Symbol Common Scientific Count Size / ..---- ,(:)...• ,„.„---- ''''--,,,,, 7 7". ::,,, ,:v. ;\::41: •i‘,..,ti,: tr3014 --so,u.' Name Name "c ."-""' . " .N ,--"-- ----, 7 \ ,, 7 , -' ir ScCS-Z .,,,,, ,„„,..,--.''''''' , : ,,,,,,'''' '' .7>''''''',,,, , ...7 imil.....11111011.....„ Aill11111L Colorado Blue Spruce 7414,111.F Picea pungens 1 Relocated From Site N).' 1 ,,„.,,,- ,..'''' „...-'1"/ \ ,, 1 \ 4 /1 „....„ ,, , ------- 7 y v . , „„--- y 7 7_ ,,,,,, . , 0 Pinon Pine Pinus edulis 14 10*Ht. 1-. ,,"''''' t . 7 7 ,,,,, E* / • 1110 Quaking Aspen Populus tremuloides 6 3"Cal. 1 t t „......--, . 7 V 7 77 7 Existing Boulders to Remain 0 41 igto 40.. ---,, Drainage and Utilit Easement Y -, 'N-\.\ \ .../.----- ••...„ ,.///----- -‘,. / N--:\ e. Issue D.R.B. Date July 18, '17 1 _---,-, t 0 Feb.12,'18 g s•-• Rockfall Limits •\. . ----- DRB/Permit, et Red Lake Currant Ribes rubrum 8 #5 Ail can 41111p ,,. ••,, ... .. . . - . . . ,„ 'Red Lake' DRB/Permit Apr,16,'18 Redtwig Dogwood CO Comus stolonifera `Baileyi" 1 #10 to .4) \ C4? • 7 4116 gir iraii At Iv , , , ..„---- , ., ...,., :,.:: ::....'.'..1.1-;:ii. :* . :11111116.:1,...,,,,,;.,...,..,::: \'''' Planting Notes °Native Yellow Potentilla Potentilla fruticosa 6 #5 \ 1'N.. V 7 '' '\\ 7 / A lif dip v.1 1 li. . , ,, , .• • . . 4 \ V 1. The Planting Plan is diagramatic;all plant locations are approximate. ‘,.. IIIRRIPr °Native Pink Rose Rosa woocisii 8 #5 Cf) ',.. ',N., '''/ '''' '‘,Y 7 7 / . . , t • # , . . Quantities on the Plan take precedence over the quantities represented in ,-----, ----------/ -,,,,,t, 7 . X, °Maiden Grass Nitiscanthussininsis 15 1 Gal. :0( '''>,<„'„,,‘ „ .."' ../ the Plant Legend. Contractor shall notify the Landscape Architect should 'Gradilinaus' ,,Z.i.em's, 1. •; .:.:':::.: any discrepancies arise regarding quantities. '514 t.-4111111111.1, 7 Pinon Pine Trees to create an --------7- outdoor space with privacy and ''''' /0 ' / •. . . .. - . . .. . •. . . ,.• .: .... .• \ 2. Landscape Contractor shall apply an organic contact herbicide where iorto.441.0 .,. V 7 mitigates road noise from Buffehr ---------...... --------- 7 * . ' /1 ,.., .• ," . . : '1-. ..--.- . \ . , . ., ., , , 0 weeds are present prior to commencement of any planting or irrigation nititiltil n':r.V:1,7 'lob 600 s.f. 1 Gal. 6 -----.„. ,,,,- y .,-L., y / Creek Road. V / . ./"`- • • . .- • • ..•• '•:''f: :. .•.,:.%,....-.,.. :,....7, ,,,;::..• .. r'ci . . •. .,.. 1 .., -- i / I .....-. .. . Np.\\a"--.1-tu.1yr.aA..,lrSe.oa Sod ---.---,,,-----„,/----'\//. ., . ,,i,. , _ ,,, ,,, . tt ie. work Weeds shall be allowed to completely die back,including their roots, ,,. . . 10 7 , . 7 ,:....;;;, .44, Sod 1,500 Sq.Ft. '''''. %,„."..,,,, / 110 • .1 . k , .0.: r--.( ' 0 prior to beginning work. 7 ' 7 . 0 f,, /: , 3. Plants shall exhibit healthy growth and be free of diseases and pests. :. •-•• Native Grass Mix to Match Existing Grasses All Disturbed Areas ,,,,,,,,,,,,.,„ 7 / V • 0 (...) 4. Prior to planting,the irrigation system shall be fully operational and › ,, . / 7 • -.. .... , /-t, planting areas shall be moistened. ./ 7 7 0 / -- .4, ..*:.• **.. \ -.s1 5. All plant material shall be placed in pits having a minimum diameter of 7 ".;•..... 74/10000, , v; : . ° ° 7 41011/4.- .•; .. . . / \ .. --.-.....;••/°. ' „-* - . 4-1, 150%of the plant's total root ball or container volume. 7 / --f ,,. 7 . . ,,,----- • • :: • - ..., " 6. Perennial beds shall be backfilled with a ratio of 3:1 topsoil and compost /V / . ,‘ it r....................,, eovvi..., ,,.11;44;;_leky4c,,t,:eit:..-Irt-14:1114k1.4v'ir °'.\\ '-----" 4 -5's ‘ . , to a depth of 8". _____ 0, : - __. . :. ,. 7 , , , . / -., / 4.'-', / CI) 7. Trees and shrubs shall be planted with the root collar 2 minimum above \ 7 ;,,,,,t•,„,„; , .""• / ' \ . ,,,,p----4; ,„,..,-- Existing Aspen , r--.1 finish grade. \‘‘,..,<' . . / ,\soli. ,....,•lillk ,,,,,,--•;„,„0,'' Trees to Remain . Alb ,i,\4k\ .. .' - tip 8. Trees shall be free of twine or other binding material from its root ball \ 7 , . . O.' .)<' ..- , a 1111 i ••,. + /./ \;;;;... ,/, c..T..1 ,,,,,7 , .! ;• . 7 . and crown. All burlap and other binding shall be pealed back to a I ,. 010111.* rto,' )1 4 - , minimum of i from the top of its crown prior to backfilling. \7 / • , 4 Ailtlb * D : -g- • f4tint, ,4F / ''' + 4 / 10'ok,3,,, 4. . 7,- lir Ilikv., 1- ) 4.kt, ' ct 9. All shrub beds and tree wells shall be mulched with 2"minimum / i /4:7i, l/f.\,/„..•\\\/e," .,,,,/,;"-",..,,s.,'•...„,--. 4..4,, •f•p * > shredded hardwood bark mulch. Perennial planting beds shall be 11111141k 7::- \ \ / . . ,7 es:b " ''1111111\1117144A , : ''Y : ''1'''''"'+' Ii5't:4V74"41 11141111# :-.;:'•4'iii'14. ..''. '''-Ael-:-_, 414\,....,14","';"*/ :: / ir .irrior 7 77 .i +/ s...:,,.. ,,,,,---,-- . .. ,,,,,,R*,,,,,",40-6,,,, wig .:,:,3, .‘. P't ''.-111/4,1•„,_ - ,Adt,„ . „,„•,;/ .//,•,.ov — 1111:it 1 ..,..,./... • • --...„ .,•-,' '' ,- ' / ''. ih* .4 z v 4_, top-dressed with 1"compost. \(\;, \ 1 ' / ; ,..10,...-#,,...1,- •0,,, Ai. .,.,A.,..„0..y...,,:y.,, ...z....- ititkv-$0:,-- ',',.. • .,,, //// -1,, ,,..::::.0.- 10. All deciduous and evergreen trees greater than 16'ht.shall be staked •'..(iffif.':"^*•••i'',.:';'''?':•'.:'•A';';•L''''‘.'41.1-011A111„,r;#/t.•Ill F, 2:. \i, 110101 . Deck .„/„,,„..• \\ 2/ ''''''''''"4'- •.i .•.1,. 1 s ,...„,.„41(.49'....„; •"'„,.....ilk with 5' steel T-posts and guyed with 12-guage galvanized wire and 1.5" „„. ....- - \ • /•••;„•-•..,,,,, 'N \ „,--- ,---- ...- wide nylon tree straps. Stakes shall be removed 3 years from the date of . •:::. - k , „AO, ,k/k./X.',','":;,,,,41,A4/..... ilkilkili .,, 0/4"4"°''. s i "`,\, '” ---444111/,'W '''' N. • ' /.//7" k// E-4 .„.... ' „.„ .,) installation unless otherwise approved by the Landscape Architect or , ,„,- \ / , '4"4"1"""""immike••••••.: ,---,„wage's',.•-iler--44111, 1,7,0,=.10,..r, 7M, °, \(15A)..•:J','''' / ,./ Owner. -„\: . --• , „."-- ;„, \ ,\ ; V- 11. All trees shall receive a 4""earthen saucer"at their base. Saucers shall \\\\\ ivi, ,.# 4444. Alt.ApP ....iik 144 . 7 ---, , \:\`' O per #*,‘‘'+,.:4).,)--,:#414k- ' 4l'il: i ; ,j:+ym4:: .„-':::47fr,i:‘v'ifl'tl:11177,,,/,'IIIIIIIII17::47.: t / i,,,,,7 , #L :„.„. ..„, k) be provided on the downhill side if planting is on a sloped site. -\ . - *r...4 N\ `\. ,0 .. 441011110, ., ....... ' 12. All newly planted trees and shrubs shall be fertilized at the time of --"." ----------\ ,,,, # ..° _„....- 10001)'4++4,41.); 44*AI. /40-0•044,0 V•t••• 10,. 8.5' ''' -la' SIM 1 i ' .././- U r-ci planting with Biosol Mix,all-purpose fertilizer at the manufacturer's ' 4:4-...40 , vitio,-,....\* 0*4.4 440 01 4110041ti V5t5, , '''''''''%:::','.:f..:., 1 recommendation. \•;;:; ••• .,7 . I 1 41116..4"4.4,Nfittrir4W0,4`4 :444.44.,-.4., 31164,44, 44, ` .4.4,/ .',4+4,44 13. Unless noted on the drawings or specifications,all planting beds shall / <". „,.., , ... , / \ \ lIllkklyilp 1,.... ,"°"*.-"*"-'1----' '''A\ Dining Room OP •'-•/..,„._ -, ••• ' -....,, . . be separated from native grass and sod areas by steel or composite edging. ,- :amilillnall., 1444 ,*.......*Vkl-,k 4t++++.44,,,-... ,.,,,„..P \ ,...„--- Deck ,0,..: •• •.,,,,,. 0.) 1 7 ,r411,kk....rillglikk4 !it 411.1407v.,441 %,Nr ,6'44,*(.:,•'‘ Entry i . '111111111111111 41 Olk.41`4•..#4 444tt".•:1//N IS.Airk ....fx''-'' . All sod areas shall be separated from planting areas with edging. Steel \ \ \ I . i 1E4 44`\:k•olt.4: .*"""V"+:4"ki;',14:i -4°: L-.;. E edging shall be ii"x4"galvanized steel roll top,tacked in place with 12" \ V \\,\ ' #.0 IL. -1•4"4 \\4,, .i%,.i.h.**:,4,044++4K:3- viz. s+.\,,,, 44,, 440.8., ..,, .40,..tp- . , . ,,00411 ,,.., ,,-7-, r7,7i .,.....4 (2) edging pins spaced evenly,three per 10'of edging. Overlap edging by 14" \ .,,,X \ \\A, 4r ,5kT4444 ++Z:.'....41 ''.;,...,,,,A,.:,--0.4:44-*"'"‘ Existing „, . . \ 9... ..,-, (s. ,,,,,, • roil \1 /\ •tip., ,ii,,,,,,,,„„,,,,, .. At,,,,,,,l...,....„, 46... • • - i CP N and secure overlapping with three pins. Edging shall not protrude above \ "V • Sun Room .., Residence .,./ .,,,,,,,„\ '',::: • surrounding grade by more than i". A' \ N / '•• "1"" :;-;;;;;•;;;"•••;.••; ,.•:. -• ••••;rttl-•f-• ••, . k..,, • ' , It' Ct5 14. All planting shall occur during the normal growing season. No * \ 1 1 • ;1- - ...--kt 1 ,,, ..• , 1 .°//:"::::1• ,''..;i0.q,,'.''' ‘...;:k...,‘/•,,,,,,. ''''‘ ,i,,, ;,.. At. (I) ;-'1 planting shall occur during inclement or freezing weather. .„,.; \ • 1 \ ,/) ! - ferliki----7 ; ;• . , :. t ''''''' ;"\\1111/1",;'): kk (1..) . ,..-./ .....4 \ ii \ , ; i; / , i ' • /k,„i i / i • , i; / ,...•%,=,./..•.. ,-.../,./iirfe./,. .• - ---- \ T.‘,..4, Garage "$:, ....... / ''.!•, P4 4-4 15. Landscape Contractor shall supply and distribute compost to the site. -- ---.„„,,,\ 1, , ..' —„,...,....,,_ . .7 Topsoil native to the site is preferable. If topsoil is needed from off-site,the \ss. tit . ''..;;. ,..-- 0 -----* .,.../ „.,,' topsoil and compost are to be approved by the Owner and Landscape i r."*"*" \ to ,,# \ i , ,,, c). ,,. -,,,,'.'""---"'"C:55g.tc.' , . -, - ."% ,. ....i. ...,„, "--'‘ . . „ . . , ,. ,..,... „ . ... .„,„„ V Architect prior to delivery. Till 6"topsoil and 2"compost and top-dress e; ii, -4-) • Ci4A•mok '(,.) with 1"compost for all perennial beds. Spread topsoil to a depth of 4"to /-.....,, ,, \ \ ,, ; ;,..• , establish turf areas,shrub beds,and trees. A depth of 2"for all disturbed it coo) 5 areas to receive native revegetation. Scarify the existing soil surface prior I \ ; - -, ; „,,, . . . ... . „,„-- ;;;•„ „.,,„.z.o ,2-"' t " ./„ 7 1---4 Ti • ; • 7 to the addition of topsoil to form an adequate bond. For finish grading,soil \ " i t , ‘;„.„-----";;;,,,‘C ://,„--- .kk ,./. ...- '' „, -- 1, -,/ ,., Cr) surface should be a loose,moist surface. Planting shall occur within 10 1 \ ,-/ h. .. 11".."4 E _„•,---- ,„,----:„%,•-',V- \ „,,!.,, days of surface preparation. \ i ; 1 ' ' );:-;•4 1 "< 16. Contractor is responsible for the preservation of existing landscaped ; I ,,,-- „,-, , areas. Damage incurred shall be repaired at the Contractor's expense. \ \„------„,„.••••°---.....---”' •-----'-' ----'1 ---i-11-11-'l .91' ,,,,, ,,,,,,,,,),...,,Ois'y, „z,‘).(3_,\...,''''I:_„.,' ::e,,,,;el,,,,,,:::::':11 ‘..,,,m....,mm,m, '' ............m,00,000.,.. ,•:'''' l'.1::'.1. .,1i /'.......;;...",,,,, <,,,,,,,,,,, 711;s"'"-,71"":>,\::: "m'7::::111111,,i r:::\\,:rl''„r„,,,,/, 'T,.,/' l'''';1 : „...; ''' ....- 17. All seeded areas shall receive 10-5-5 organic fertilizer. ../ ,/,' „...;;.""-° „„„-- ,./ --• „, 0 0,” ---. , ,-- /e 18. A 15-foot defensible space for fire mitigation is required around any \ / „ .• - .,, ..--/..•-°°'*. --'--; , ___,.,- c51-1° \ -----' """"°' /- ' / - .,/,/-, ,--- .,•-°- ., ,,, -- ----" „-- „,....--// --- „------- ..„,../ .00;°' '' '' „.„-/". E (1) a*)) .„--- ,,---- ,----"' ,------/-e---' ....*"."' ,,,-----''' . , - ,;;;,„, „„,.,/,'""'” ___,.,-,...--7' „"„,„,0" ./,' , ' Ci) built element of the home. If an evergreen is planted within this space, it \ / --'--- ,./ ...------,..0- /--. -•-•-:„.. ' -----' -- .,./- „,- ,/, ”' _,„„...---"''''' ----' „-- „,- t...-;--- 7 .$1-5 „--/ .„,./-` .„ " ., ''' „,,,,,_ - ,- 00'''''''''' ''-'; , , ;.,,-- .„,,,. 7 Y".11 • will be considered an extension of the home and the 15'nzone shall extend / ,.// -...."/,... , /,' „, , -'" ,-- „ „-- ....-- ..- ,•••• .-- --- '''''' -------- *'°° ' ".” ,,,,,/, ...,-"-- --' --•- ,,------''''''''' 7 r—,4 \45, (1) ,,..„,-- v ,---- ,,,,," H from the outer crown of that tree. No clusters of evergreens are allowed „ „--- ,,-- ,---/ , 4..4 ,--- „.; , ..-;" ,,,,,,„0//:„7--- ..0,"'''''''' ,- „- ..,-, „ / '''' ,-- ,•• .,--"' ,- / ..,/ ".. '''' **-- -/------,/„..// //' ,, , '''''''' within this zone. All evergreen planting within the secondary zone ,/- 7 ),,,, ,,, ••• •-• .......''' ''' ....7 ,,,- ..." ,,,,,,, / ..,'"?. .^.. \ „/„....; / ...." ,,,,,,,i, _„.„-- „„....--- ,,,,,,,-- _.„,,,,.„,, ,--- ,------ - , --- -, , ," ....., (between 15-75'from the home or structures)shall be planted with a minimum of 10'n between the crown of individual or cluster of proposed 0 Copyright Fieldscape Incorporated trees or existing trees. A cluster of proposed evergreens shall not exceed 3 All Rights Reserved designs incorporateddocument,andthe herein,idesaasnadn trees within the secondary zone. '1111111voll 1ill 'I IIIIIII 1 11111111 instrument of professional service,i the property of Fieldscape Incorporated and is not to be used, in whole or in part,for any other -, Ocj PI%.F 1E4 o' project without the written 4 b <e662 oauthorization of Ric Fields l ;...., , .1,4c > Sheet: 11/26/2008 Original Date of Licensure Planting Plan . 0 <0 .2 imimmiiimme 'c.) ,4 1- O\ 6) -17;4161"-00'. -z°.` L Nit 3 co 44 IVO p.,?0\ sc Of: six Lighting Schedule Qty. Sym. Manufacturer Description Model Number 0C,A.FI . E4,0 15 0 B-K Lighting Pathway Light: Staff Star SF-30-L-DE-LED-x60-WFL BLP-9-11-A-HP2INC MT <<, 662 (.9 Denali style C Staff Star Solid Original Date of Licensure State Power of E with 45d. 11/26/2008 shroud to comply with Dark 4 M FX Luminaire Sky r---- 1-- o '."..' Recessed Wall Light LF-ILED-FB t> lte 4.- <00 oFco\-- ,"44,;,11.4,,,,:kt:,,,flork„:6,,,,.,,:77:0,,4„„,,,::::,.‘:,,,„ ,,,,i.,v...... 740::. 77,3.4:nee,c71; ,,CC:21 cr., 1."4 g 0) Hot Springs Grandee” ,H444,44, Z ,;4#:.\., , If , . , ... . ''‘' set on heated stone .,,,'<, ,. ,Nt*'"s".'1'''' ..t ,,,k''''0 41S ' O 8210 ai..41111111k paving 4‘44/Dscoo\'' ,q.,> tri, tr) 0 0, — P11,-r- v-A.b. •C,I\ ' i, — Issue D.R.B.' ' Date , 0 lJuly 18, '17 14110 I Rev. Aug.24, '17 i DRB/Permit Feb.12 '18 • 4 rco.?„:iri;0 ,, I\ Nioe5 . oant.tcerrente. Coloravintobe \--\\----'--dbcrueotleosrhrmeeddincped Log Rail „<„,...f *7' - 4ft c),. P g -/ ------ \ (see elevation, sheet L-?) <„,„0,4,,,,i,410 (..r„.. vre. V A 1 \ I 401111,05--- ----,.. \--.), PI - • ' .„.......,..e.„..„ 0 , 4,4„zll:::::;::::T.<4("'''"444.11 • - °.61 „,,fe V-44 A V*'''' ...... Y›... 00 41 , • 1 I I I ti I 11:1‘4‘004,,clit0 C*0. g "Ci ,-,.;. en;,,,,'eVA,,,e, ,, i ,tp? • 1 C11/ 11,1r,o;'„,,,,,, i 15" tr./eads •*/ cP, I err 3 ce N. , i 11111116 7.---{ --.......;_ 7 A.• .. ciAcs., 2 . • .• . ,.. . . .... • , ov•Om.4 g e' • • • . . : [1j7/AA dei 0 .-,7•4at$40,',A '''' ,.: ' "S„. ,.., , . 0 .., ORAMP',0'` • . ' U 1111111111 I • - . .‘• '''Y.: \ --' (a.) Deck 1-4 0 ,•• 0 • . . . . ...... ›r-1-1 0.'''',4•''4,*."..-'.. p• / ,-S...1411, ‘0,...... ..... .",M.c.-V&V.,'4,'••-••ko. ' 1.00'44"'000070001011'\'4'''' ip , ,,, •'-'• ,,,,,,'. .,' "`',;,'"' 1/111::"' V 0 . ,,,-`:.W.'„V...4 -'''' 400000•0 ow • ,c3 .4 iiii•o' lir ... . ,......„., Le17/016‘..) - -, 111.1: tooga0000. 0 41000Ier- , c), 0 • '''‘ * i ' , t 11:11114 tio„.4 , *SI I I III I .004, AN Cia0)(111) rdc°> - w"--- „ ,,,,,,,/ rjec: , , Fire Pit. Nlik ,„„,,LD t _ . 45” miaa copper fire bowl 11 41 - k,..) .,-.4 • Tsai (:)) 1111 4\ autod tic ignition set wiwthlitnh a . . „,.. „. ill%,* ct p .,...„...,,,„....„..„, . ..., .... ,. . _ . ..... ...„,„„,„ ,,,. ...1z.k.., \ . .. .... Entry 44, ill, \ 3-4" dia. cobble bed. Dubai P4 .,. . „ ,.. . . , . Dining Room 1411111111, #11/11k _,.---- v4.4.4 I Ilk _Lo: I 15" treads ' t.f , , . . .., . ,.„.„ . , ,,,, . model by FlameCreations. o . . ....— 8'-O" 0 = -:-. IIIIIkllpN 7r .0 -,,-......,,,,,, ,, •_-, „ , , • •e•A •-s,,, ,,,,, .,,,›•• ..t,,,, 4 6.0,4, 4,,,Aog Va‘oe- 1-67,..i. "a per ,ZF6,',.c yol,s- 1111 s 00,06 dh-- 410 • (1) . .., .4011111111111k4k k-•, * ' aJ‘f.e..A.-4::or ea -go, 4,- -7 csete-, , Arckl— , 0,4-461. 1,-rinpv,\.c... • rtr---21 loccolika„,,, Residence , •r-i C) ".""-...4.4 SW 0 (110) C6) 0 4 ›. \,r) \ 4., , o it e H _ AI ,ifile I . '&4 1 .,,:. 1 li i •, # • 11111010% t' 1 :.. , , ',„ ' ,,,,,,,,,,,, i 1 ; o Copyright Fieldscape Incorporated i ',. ; ' 1 ' •.‘'.' All Rights Reserved \‘‘.. , This document,and the ideas and b '': Garage designs incorporated herein,as an 4 '' ''',.,.'•,::-------- — ,,, instrument of professional service,i property of Fieldscape 0 Incorporated and is not to be used, in whole or in part,for any other (I) CP Nc!'„.. project without the written 0 rf>'. . ..,'"'F' authorization of Ric Fields (:) Sheet: .... - (sck Layout/Lighting Plan .„‘„ .,, ..„ , „.,„„ _„..._ ,,,`,;,:',.=;., .,,,,,,,,,-”""'''1., ..,__„,",. '' Vv., \ ysit c...,:'571'..tXn%a.,)('''''. „.,..,',,,„„a, „,..,..,L.".'''' ( \ . ''' \ CD . ''' la L.4 Of: five \\*--------------- ' -.---..------:-r'-'-' ' ' ,,,\,,,,,_ 0 8" d. Log Posts with a 1" bevel , i-- .,... 0 tn lop C .1i,cl Lag y, 4i 2 d. Top and Bottom Rail Log ( Projection maximum 3i- .• . 0 with tenon joinery to Posts ,, ,) ,:,,,,,,,i,":<: its, 14,,.0 °`) 0; 1 I I 2 2 d. Log Pickets with tenon joinery to top and bottom rails / 4,• I Log Pms beyond Log post secured by knife plate, *Bottom Rall doweled into the concrete slabs cn I- -----\ Finish Grade o'ii 7. v: Q ..„ ,,,,,,,: - 8 4z,s, 0143‘.4444<,1 '' U 474 : A;IfaRval ris t. En i ' tACIlo. 4p ac_. tje-- , kle., 1.„,,,c_. --1...,,,,,,.,,,,,,,,,,,,,,,,,,z..,„„.....„...,,,,.,..,,,...,,.,,„...,..,,,,„..,,,..,,,,,,„.„,.., 55111 494- We're- 4-‘' 1 **'tf*,,Inr* 0 cf) - ,-,•t,,,,,', 44...h, CA ""*"' 1 .:. 4, - 0,11110 d cY, • 3 i L. ,1 LA LA L1 1 ( 1 LA L 0 IS- / \\/, .\:\ /// Issue Date i 1 -\ \f,\\ . I - oo ' .„., r' V>,\// \ V;\ D.R.B. July 18, '17 0.. L Log Rail Section Pricing Aug. 11, '17 Er?, cii 1 g8 - ' I DRB/Permit Feb.12,'18 (0.2) fl'\ '''H---.1 _ _ 0 -7 \--1 0 1- 0 1-7 \-1 CI 1-1 cl.., 3/4"=1:-0" 1 \s. i ..„. . . c). . I _ ...------'" ...._, i / g 0 1-f) 1 1 1- *--- - o I -•.,1 '-"' i.,,, <T1 01 all 0 - .. 0 - U Stone Steps: 6" dia. log post to ,. .,, WM match other logs. New Mexico Buff single treads with New Mexico Knife Knife plate to accept the log post. Attach \ Buff risers on concrete and mortar setting. .. to concrete structure as necessary o 0 (1) tO Bottom 10 Ct 8" dia. log post to W Note: match other logs. , I.O.W. 18.75' ... 1 - r.rri •twi 1. Stain to match house log stain. . (TS . T ' 2. Logs to match existing house log material .. ,„, Seatwall: See Detail >" * CID c4-4 Log Rail Elevation and pattern. See Sheet L-1 for image. .. ,. Stone Veneer all ''l.4* 150 503 for dimensions. : .. ", exposed surfaces W • . .•• 4Y-.• 0 501,_ i , • ..i. : ,!,,,,,iis 3/4"=1 '-0" 0 Concrete pour or block construction - . 111.III .,- . •$ 4,.*.M. (see Structural Drawings) E--q El. 16.52' Step Landing ' ' : 4 :- : r 1 W. ' . . . ..•.44 : ".. 4. • . ,. . . .. . . . - • 4 . :4. *. •i v•a-,i,:* :1,;..•••;.::.••.•: :..'...... : •.•1 .T....i Stone Veneer all 4.1_ •//s//s/ V/7 y v/t/ t/ V t/ -•A 44; 4. . . , ,.. •' • exposed surfaces 0 ' l'•/ \/ \ ' \/\ ' \' ' .4* • . . '. .. • • 6 Cm) .r'4 Stone Veneer all 3?-6" ?\/)>,,,/ //>4>. // \ \/\\%> s>2.>. . ,,,,d • :.. , . tc,„,., exposed surfaces 0 / \\ \ \ \\ \ \\//,\//,\ A A/,,' ' 4'. ; *. 4 •'4 ••: • M '/\'/ / Xs/N • A• • .4• : 1'-6" 6" '-6" I , EL 14.81 • /\* \/ % \ \ / .k.., ..;;;„.„....\\./ ,,,,,,,,,,,,,,, . . 4. . .. ..4 .• 4. 2, \\x\\/. \\/ A • • • • .• • '- Stone Patio \X.Y./' 4''' • : . 4' : • •• 4 1 *4 ,.X, / / • • . 4' \.\ \ ;i "\--/-7 ‘ •Y' / >/ * \ a5 eh I.O.W. 18.75' ."stone .p Finish y', ///\y •ede /\/,V /\// / /\ //\//, ,//s,,\// \ /..;\\,/\,‘ \\\\ \ // / /\,/., • rim( Z WellaiMM Grade -11. Swale \//\X\ /1\ks, \\A,, //> •„; •y--4 Stone back,ground smooth to eliminate . • . , p , / „/„%),./\,///\,, * Finish Grade / 40 / / Kvs\ a0- transitions between stone veneer. . 11 4 </<,/,\ </.1 . II 1 MIN. 4 /\//,/\//// 0 Y/- / / 4/•\ / < 01..': / \ / / '/ ' ../\/ \ \ / / \ \/\ /•\/,,,, 111111111%1• ../ / //\/ / ‘/ \< // // / //\\ / / ‘// / '• -' • * \ \/ NI .+.4 4P eased edge ‹,_..iy.,_ Mak - .. • V\\\''/ //\ \\ s / 6 \ 4 " /\/ \\. :\V\s‘•/\\\ \\/\\ .//> t ilk T.O.W. 16.13' 3"Concrete Seat 1'"i • 0/2>/\/2\ / I. imainemnik - • . 0/ / . / \ MB , \-/ /....\ \\,\-, /..\,.\\/, /,‘,(\/,,,, CD E 0-,,.. • .., . . //\•%\ , v > .4 li•. • •a . , .A.4 . •. . \ /\\/\///// / 1 , / / //sX \ \ \/ /\V\\,/ Cin .'T 0 • • 4 ° •' \\// //./\\*/ / 2\/./\/ I . . . 4.. ,. , • 4. .,/ .\.../:•,,. \ \/\ a v ;:-.4 ....•,4 .4.. • • • ' .. : '.` • • ‘‘\•4> / ./,/\\/ i • t • 4 4 , A// • / ‘ \\7/4//>\/>\///2 // rilliglimili E , Stone veneer to Ma .4 .. a • ••'t A X\ \\X\/\ ‘ &,(<\' ' t ,i, , ,, , . ,. \ / / .// I/ \ match house stone ...•Pnf. '• * 4. .. ... .• ':4• / / //'\///\V ' 4 • , - . bk B.O.W. 14.8' Si' . * % • * 4 .14 . •4 . • • \ ' t ..\'' X .111111.11 \ /\X\ \/ e•\/ ,,/\V *r-.4 r-Ci 4-) \Y 0 U (A\v /\ \,/ Ay \ \ \/\',/\ /\•/NV \'<\\',\\ / \,,\ \/ \/\\\\/,\ A .* \./ / \\ \•,/ \\ \ C1) (1) CO ////v,>//,/. ,vv,,,,\ \ ,, / /,//),"/•,,>/; ‘\'‘.›.\> ‘ •r....4 Eimmil 0 Cf) F.--, 0 Copyright Fieldscape Incorporated All Rights Reserved This document,and the ideas and designs incorporated herein,as an Seatwall/Step Section instrument of professional service,i the property of Fielciscape Incorporated and is not to be used, in whole or in part,for any other 504 ,A.Fir. zr, V 662 ‘14.9 project without the written authorization of Ric Fields 3/4"=1:-0" Sheet: 0 Seatwall Section 4,141, /26/2008 503Original Date of Licensure 1-. 3/4"=1:-.0" , ,-,,,,,,.4,>, 43 , , L.5 OF COV ,s'Scc'i Nos c P.,? -• Of: six , • , , ' , , , • . , - , „ • • - , „ , , . • , , ' ; , , .„ , , • , , , , . . • , , ' , , , . , , • Tr 0 • , ',. . , it„;,) i'• ei -i-. ` , .1,-, u ,,,-,.; 5 , ,., , • „;:- ....•-• - (1) I•••• .• ',:,,,..• '''' 0 n. • , - , , k•:''''. :1 ,..,-,4 LI tr. , - ' ‘ .. , , ' .-''' -' • , ' '....., 41-1,14,4!iri - U ;Z ....., • • , ,. ,Allt,i,S,Er v'•;:tteefe'sy) 0 •rt , .•, 41-:.tl.,.,.'',..'";',.-•Aiskyti C:) • - •• - ...- . , ,),,,.. • ,...4.-.....tit: ,...4 6. , , ,.., ....„ , - s ,- ..•,,,ow/4=:,11„,,,,A 0 , Is . N. 0 ''.-',''''t,,-'o.'..;:.q.4'',V.:ii • -9, •, ,,,„, , `- , i.,!,-...,c4.-4.-4,,.•A'A. 44 • • ,,, 1 '' ' 1 - .2-,."""...,;,.,,`.. •,.; „.„, „„,- , <,, , •• • . • ",< , , / '..2- • <, - " <,' ., ;',• • . ' , ',.'",- . 7' • .' , ,,,,,, , , • • ...., . , „ . ' • „, '-, , • , ••‘;',,,'," Issue Date .. .. ' D.R.B. July 18, '17 . ., . Pricing Aug. 11, '17 . , DRB/Permit Feb.12 '18 • , , • . , . , , , .. . , -, . , , „ , , , , , ', _ . • . , < . , ,•• , - ,• _ • , , . . , . . , , _,,..._ , - -‘, , ,,,,' ' "- -,;.,--' , „ ...„.„ „„„. ,-, - - •- - --, , ' ' - TOO'W 27 ' ' , ( , - ,-. ,.. , . , ,,, „,,.. ,,,,....., .:„.,,, ,..„,.,::„.,:„ .,,,,„„ ,„,„_, ,, ,, _,,/, ,„ „„,„ I,„ ,,,,,,, ,,,,,,,,,, ,,,,,,•,,,,,,,„„ ,,,;.,:,,,, '-,,,,,, . . . „ cri .,__ ,,,_,..„,,,...,.. ___,..„ ....._,...._ -- -,, ......,,,„ ,-. -----„-- . --:,----.,-7-.1-7:777 ----"- -- ;•-.1 - - - - - - - --- -----,-- -> '',' ''', , 0, , , , c,,,, :, ` ,`,.'„:A`,- ,'"‘ ', , •,', , - , -,, ., , , , ; , , • , • , 1.--i , Site Walls at ....... the Front Door 0 ' -.....s-- „ , ., .... U ...... , . , ,.. --..* . , , ,24 - , - N ' •' j ''s,'' ' ' ''' ' • ' ''' ,',J ''', 1';J',',,'•:,;...,!' '''''''''', 'j 1,'..V,' ', .`,, '',..‘;'', J , / ' : '' ;' J '', Steps beyond .,-, ' - '),. . , . 22 0 „ 0 , ..,.. -, , , FirePitSeatw -TI--lir__,...__Limillinliwolut ,. . ,--1, , itxr) . . . , • li tt. - . .::',---,,,,,'.;-.;,.-,,,,,. , , - ..-/. , ' --'- '' -----T 19.5 ------------- .0.W. w ___„„ , __......„ _ , , , 1,-•••4" .4m111110BMBRUSegle Ji ,.. ,„ '--------- -TOWi„,.„„. , ;,,,,..'; ''', ,"'• , '''`,.., -',, , , , , ,,, , • , • ,.... , •r-i , - - ',---''' `-''‘ '- -'''' • ',, ,, -, ''' ''„, / /„' ,"',' '' '"'''. ' .', .-`' , .-- , , - ' T.- Ct •• . , ------- „..„ T.O.W. 18 0 4 _ ab, > , , .:.. -,,/,,,.- , , , , . , a., .,,...........________ , , . T 0 W 18.0 ›, .: • -• - .1. 11111111111111111 .,, ‘...1-i • .4„,,,, tommill0 , 1111111.1.1""mariiiimitWillar 0 18 • ' ' , •Hot Springs Grandee. .. , . , , 0 1 1111111k , „, , , ,,,, , • , , 44146: . ,, , „, ,,, ,,, „ , 1111111 go iniiimmm ....., . , , .. ..., . Ah, ID air T 0 W 16 0' ,. -”‘ ) , T 0 W ,*.0 , IPA 000.0 ,niii4 all * a ' Fire Bowl ItiaIIairaillint--,-*"111.11111mmlio=rowatio-II ''."--"A'reiwat' 'r_11 alisiiii:17-:.,1111111 ."c".--iiiiiiiiii-41-‘::::w.-..7 IT' -,0---momism , "NI' immilus . ., oil i c-.: , rimaime ....0 •-• . , , • , . , . . . 11111 B 0 S : , ., -- , . --"l'-'"uillIllillgIIIIIIIIIIIIIIIIIIIIIIIiallIl . I EmPlu ' AR!, ...4.r A ......-- *...---- , * 11111111, , 1111 al H i 10111111101001111111111111111111.1 .. U .....„. .,..40 (.I.) ..... . -- Lomik.0004 iiii,„iii, , . all emir III •rn NV iii IMP"L-', IP* faVa0 iiiiiiiii/**-41161 EMNIONCIft 1-' -11.**11111 --I ....„ C1110) t ... , --r---_,:- .. - , › . , . ...... imairmaii!kiidermit . .„ ,.... • Fin -I ..ish Grade I ., 7 I ........,...._.....................___________.... i • 1 • t ,..1 . ____ „ - I -1111r-r-C-iilliMirallir• 11111IIIIT . r--- ittrililliaitimmirm .• Tillillit . . "Z$ i . . • in_ , ,.,...., wit , ----------------------- „ im„,„.....! ..... LIO) pc) 1 11\ /1111111 ' - 0 , _ ,, , ______________ , , ............. Cf") . ,iir , , 12 _ , , , ,„ : :. -. ... , -, ,, ,‘ „ . .„ . ., ‘ - ..,,..„,- : .„....,, . V . ---...iirgiwW7.11111111 -j- i I "lb all taa -Awaii '-- --v ' -\.. E Stepped concrete walls with stone, ...- ''''11;'::' '''''';-1;1'7';:' '''''' ' ‘,,,,,,,, ,,,,,,.. ;7_,77,77.7_,..._,.. ,__....,.._,,,,...m,__.,,_,,,.....„.,....„.....,..„„,„,,,_mr,„,,,„,,,„„,,„,„„„„i,,,„„„„,„,,..„,„„„„.„,-.m.--,,,,........,'-,....L,,..,,,,...--,,,..-*•,,,,,,,-,,,=,,,,-,,,,,-•-,..-,,,,.,,....r...,--.."-,,,,,m,-. 11175 .1-1 (1.) I 0 1veneer to match the house stone and 311 • romi . c , Cin N al stone cap with a 2.- overhang all sides , No wall shall exceed 6' in height. See Mortar setting bed. North Elevation i Sheet L-1 for house stone mages. Single stone tread(entire step width) ,v-V--4 c) Tie concrete slabs as described " 601 3/8"=1 ' 0" by Structural Engineer. 1.5Min. See Plan N--- Adjacent Pavement. sti) Co) E Can A k I. • (1),..,:•:r•-.-' - - :.';'-': r E aimaii '. ..',,,,.. .. .. ..-t-. • [ . • - .;. •.. : ,.. cr) A . —1 0 Es, 1 ..e: •t•••1 • '''' " • • b. ' ' 1 • ' .4 . CZ1 "4..4 0 (11) 1111 C.) (1) ----11-1=11.1-1-7--Filtir:!Illffi 11:1111='Hil 4 1 .:_.... ;i.•!...,: ::t.•.... .....,.: 1.. ,7: . ..*... . .... .. 44 *I I 1=111 111=-111= •'. '''' '''.• ....,,'•• ". : .•',b.' , •I - , .."--'' 11=11 1=111=1 ' '' .•••i ....p,.. ... :Pt.:, •.... .. / / , ,A,, \45, 1 1 1-4 1 1-1 ' I_ = _ •• • • • ----II —1 1 1-1 1 1—. ' '''.; .' )..;:. 4 i„ ',.t*; • .• ,,t . ' . '' 't• _ __Iii=_A ___L. -, .. ..., .. ...... .... ,:.. ...:.,...... .....,-.. ..-. .. ,...,k*..* *. ' -1 I L____-1 il ti_=1 I 1._=1 I 1_, .:1 ...7 .... .,,,..,., ;-.&....,./(.. 1 iminiliiiffil 1 _Trf. 0 r—i Eimmil 0 2-23."New Mexico Buff sandstone treads - cn and risers. Infield stone shall be New Ill=-111-111 I --L- H—iii—m----Ht 1 Mexico .........—_--- Buff sandstone in a random pattern. 95% CompactedCopyright Subgrade 0 ---T=I I 1-ru=1 I 1=71 I 1=rnm=1 I ii:1111L+11-1-4=11 1 1111 IlFir_111:—.7--- *7=1 I I I 1= Fieldscape Incorporated All Rights Reserved This document,and the ideas and designs incorporated herein,as an Ninstrument of professional service,i ote: the property of Fieldscape 1. Slope each tread away at 2%from riser. Concrete slab. Refer to Incorporated and is not to be used,in whole or in part,for any other project without the written 2. Layout Plan refers to riser to riser,not overhang. Structural details. ,,,\c,A FIE4„ authorization of Ric Fields <<.P. 662 Sheet: Aerilikk oStair Section 112008 Onal /2Date6/of Licensure 0 L.N.6 602 1"-1' o" „:„, •,,.. ,.....„. , Of: six ..e/INDscp„?0' , 1c. OLSON RESIDENSE at 1726 BUFFEHR CREEK ROAD, IN VAIL, COLORADOrt,4 ��t� ' DESIGN CRITERIA Le.�; " + ofrI Roof Snow Load (Elev. 8200) 80 psf } Roof Live Load 20 psf Roof Dead Load 20 psf NOTE: 4-::!:„:1::1-::'',:;:„:,..,:jot.,:::,"� � Floor Live Load 45 psf Floor Dead Load 20 psf VERIFY ALL DIMENSIONS & LOCATIONS WITH CONTRACTOR AND/OR ARCHITECT Deck Live Load 60 psf PRIOR TO ALL PLACEMENTS. i Deck Dead Load 20 psf [ 1 Seismic Zone B EXPOSE/REMOVE STONE FROM EXISTING ENTRY WALLS PRIOR TO ANY DEMOUTION 1 C.j C\I Exposure C FOR EVALUATION BY ARCHITECT & CONTRACTOR TO DETERMINE NEW STAIR I ' » CO -I-' Wind (3 Second Gust) 105 mph DOWEL do EPDXY, (2): 2-fi #4 IBC/IRC Edition 2015 LOCATIONS & WALL PLACEMENTS. REBAR TOP AND 24" O.C. HORIZ. 6" •, CO 0) FOUNDATION DESIGN' I IF ENTRY WALLS NEED TO BE REPLACED WITH CONCRETE WALLS ON TOP OF DEEP INTO EXISTING FOUNDATION � r0 � 10'x24" FOOTINGS. DOWEL & EPDXY, (2): 2'-6" #4 REBAR TOP AND 24" O.C. T.O. SLAB(E) VERIFY LOCATION OF WALL TO ALLOW STONE VENEER .- w a. Foundation design Is based on an assumed soils bearing pressure capacity of 1500 psf. All I HORIZ. 6" DEEP INTO EXISTING FOUNDATION. 8211'-0 E TO BE FLUSH WITH EXISTING HOUSE VENEER Z w 00 i D footings should bear on undisturbed natural soils or a minimum 3 feet of aggregate base STEEL REINFORCEMENT FOR STAIRS & LANDINGS: A T.O. GRADE 1 -' m CO I U course designed for an allowable bearingpreasure of 2000psf. Aperimeter drain, if required, 3" - - -___ T.O. ENTRY g q4 REBAR LONGITUDINAL O 24" O.C. (1): FROM EACH EDGE 8211.0' T- shall conform to the specifications In the soils engineer's report. provide adequate drainage (1): #4 REBAR IN EACH TREAD AND 32" 0.C. TRANSVERSE. 8223.3' ` ' - O I �� �I W 00 d- around the perimeter of building to prevent surface water and roof run off from entering 7'-6' { 1 1w — 0') the soils adjacent to the foundation. In general, the site should provide adequate drainage k k 1 I Z U ^ U away from the building foot print. r ` coCU Q b. Foundation and retainin walls have been designed usinga (an assumed) lateral ` ~ O g g I I EXISTING ENTRY N Q o pressure of 55 pcf. 1 - c. Footings shall be placed on the natural undisturbed soil, or compacted structural fill per the WALL TO REMAIN • I 8, Z 6 N O .- recommendations of thegeotechnical engineer. The foundation around the exterior of the I I I • i • •- structure shall have a minimum frostprotection of 48' from the topofgrade to the bottom - - -- — -- I EXISTING WALL TO o 9 DRIVEWAY (E) � x -� > T.O. ENTRY(E) ' BE REMOVED ; z4 W O 0 I of the footing. 4'-9' i I � , U • • d. All concrete shall reach a minimum strength of 3000 psI for walls and footings. All Interior N T.O.W. = 8218'-6"f I 822211 ' Z m 7 CD slabs shall be a minimum 28 day strength of 3500 psI. The garage and all exterior slabs are 1 F--1 ' • --I E: T.O.F. - 8211'-6"± 0 .- to be a minimum 28 day strength of 4000 psI, and minimum of 6x6xW2.012.0 wire mesh. Mix designs ,. - � © Q T THICKENED SLAB EDGE should be based on the Building Code requirements for reinforce concrete' ACI 318, 1989. � T.O. PATIO 7----- = » ` ' -� _ - - ' I ` .. O.W. 8216 -0 t I N W Q m > a_ N 8214 -7 - , T.• = 8211'-6"± � } REINFORCED CONCRETES � OUTSIDE SEAT WALL ,/ �/ N `\ T.O. STONE CAP L_ _ _ L= J a. Concrete design Is based on the 'Building Code Requirements for Reinforced Concrete' (ACI 318) / \� T 8218'-9" T.O.W. 8216'-9", " 4444 e` as EDGE OF WALK/STONE CAP / \\ I T.O.F. = 8207-8 o. adopted by Chapter 19 of the 2003 IBC, w / ' �o 7,�• SLOPED SUB-GRADE AWAY FROM I F4 b. Structural concrete shall have a minimum 28-day compressive strength of 3000 psI. 0 / �y� \ 1 1 R \ BUILDING & WALLS c. Concrete shall be proportioned using Type I-II sulfate-resistant cement. Admixtures containing W Ir chloride salts shall not be used. co / R3'_4 13 1/2• _ N d. All concrete (walls, footings and flatwork) shall be protected from cold weather conditions for , - - = a minimum of 7 days and shall maintain a minimum average temperature of 50•F. As conditions N 4" CONCRETE SLAB ON 4" CLEAN GRAVEL BASE 1 I CD �. require, the days and the temperature may vary In accordance the American Concrete ON UNDISTURBED GRADE OR COMPACTED ` I Institute guidelines. Cold weather concreting procedures shall be provided as recommended In w STRUCTURAL FILL PER SOILS ENGINEER. 1 T.O,W. = 8218'-6" / / I the ACI Manual of Concrete Practice. w , T.O. .\7 8214'-6" �/ / CD ic'C e, Anchor bolts for beam and column bearing plates shall be placed with setting templates. v REINFORCE SLAB WITH #4 REBAR O 24" O.C. E.W. ii. // T.O. L NDI G - I Q M-" f. Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge and - \ 9 n T.O. LANDING STAIRS dt LANDINGS PER CONCRETE CONTRACTOR CONC ETE CONTRACTOR ' Tom; p g PROVIDE 1 DEEP SAWN OR TOOLED CONTROL \ \ �' .� / 0 8218.3 '' spaced at 10 bolt diameters unless noted otherwise. \ \ L_ / 8220.0' I I DOWN I <1 F4 " CO g. Anchor bolts for wood sill plates shall be placed at 4'-0' maximum spacing with one anchor bolt " / �� ,_ . '- . ._ . • JOINTS AT 15-0 MAXIMUM SPACING EACH WAY. \ z 6 6 z 6 / 4 0 z 6 / 3 6 2 6 13 z 6 3'-e i/z• / z-6 at 12 from each end or corner and a minimum of two anchor bolts per piece. h. Concrete floor slabs on grade and on metal decking or plywood supported by framing shall ! ..... .- M---I have sawn or tooled control J spacing oints at a maximum s acin of 15'-0' In each direction. Locate THICKEN EDGES OF SLAB TO 10"* DEEP. I _ I I _ I I P4 0 control joints along column grid lines where possible and provide slab Isolation joints around ~ I- --------_j a 1r10 ' I columns, ADD (1): #4 REBAR T & B OF THICKENED EDGE. I. Concrete coverage for reinforcing steel' --,, r 1. Concrete cast against and permanently exposed to earth = 3' -r-------- _____s ,._.._ ___ _ - _ _.__.___ --T--- ____- _____ -----71 > . 2. Concrete exposed to earth or weather' T.O. PATIO 11 I m� :� I; M_' #5 bar and smaller = 1 1/2' #6 through #18 bar = 2' 8214'-9" N 1 �______ 3. Concrete not exposed to weather or In contact with ground' ___ e ,,�-__.__.__._._. ____ _.__ ____._.._ .____ ____. �. --1---,— _____--� P4 rT� Slabs, walls, joists = 3/4' Beams, columns = 1 1/2' T.O. PATIO ; I _ _ 1 . > T.O.W. = 821T-9"I N REINFORCING STEED 8214'-3" NOTE' I I N Il - T.O.F. = 8208'-5" r M-j-�1 _ � o STEPS & LANDING ! e 1 I T.O.W. = 8219' 3" EXTEND OVER WALL \ ` (T.O.F. = 8208'-5" I T.O.W. = 815'-9" '0 r.,-H-1-1 ', a. Detailing, fabrication and placement of reinforcing steel shall be In accordance with the ACI _�� I I T.O.F. = 8208'-5" I ���� Z W Q Manual of Concrete Practice, T.O.W. = 8217'-9" �i/„l,o p, b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM • » T.O.F. = 8209'-9” I I I I NORTH Specification A615 and shall be ASTM grade 40 for #4 and #5 rebar, and ASTM grade 60 for T.O.W. 8214'-10 ' O.W. 4. 8216,0"I\ I I L..� bars #6 and greater. " IT.O.F. 7 8209 -9 I T.O.F. = 8209'-9" c. All splices, lap bars 22 diameters. Do not weld or use mechanical splicing devices unless I I ( ppby g T.O.W. = 8215'-5" i I I FOUNDATION PLAN i W specifically a roved engineer. T.O.F. = 8209'-9" I ' I� IIS SCALE: 1/4" = 1'-O" I N ~ fir' ""'1 FOUNDATION NOTES: I I I I ► ! I I i I I r i CH cill --.1 1. ELEVATONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: T.O.W.=TOP OF CONCRETE ' ( I ( I 1- h,-•1 WALL T.O.F.=TOP OF CONCRETE FOOTING. THESE ELEVATIONS RELATE TO ACTUAL SITE ELEVATIONS. r 4'-2 13/4'± 3'-7 7/8'± 6'-6 3/8'± J, 11'-0 5/8'± 6'-0 1/2'± 10'-913/8'± <41 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT THAT I I i I DEPTH. CONTACT ENGINEER IF OVER-EXCAVATON IS REQUIRE. I I I I 1C\? co 3. STEPS IN TOP OF CONCRETE AREINDICATED THUS: R I I I ( i I I Z 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH FOUNDATION WALLS WHERE POSSIBLE AND/OR UNLESS NOTED OTHERWISE. 28 I I I I 28 T.O.W. 8227.0' O O 5. FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 10" THICK X 24" WIDE UNLESS NOTED S I I i I I © I CD 0 -4 EmlOTHERWISE. 26 I I I I I 2C 6. PERIMETER DRAIN PER IBC R405.1 i I I I I Cf 7, WATERPROOF FOUNDATION PER IBC R406.2 2424 1 ( ISPSB � I 8. DO NOT SCALE DRAWINGS. i ( I I I DENOTED ETHHUDS: L. 22 I I I Z_ 22 CD NOTE: #4 & #5 REBAR IS ASTM 40 GRADE, W/ 24" NOMINAL (22-5/8" MIN.) OVERLAP ON #5 I I I I SPUCES; AND 18" MIN. OVERLAP ON #4 REBAR SPUCES. 20 d T.O.W. 8219'-6" I Landing EI 20.0' I I 8219'-6" T.O.W.® 20 I .,� ;..� �. :� ISSUED FIRE PIT SEATWALL fillitileNlitirlilele41511t71141*11 FOUNDATION REINFORCEMENT: T.O.W. 8218'-0" - l 8218'-0" T.O.W. 18 18 T • '�'�!lrw .,_.., .. - - - littil i.S1P 1111 � a0401=„ : .r. ,.-�_....,.,�:.:. + PERMIT: 3/19/18 FOOTINGS• #4 DOWELS MIN. 30' BENT e 6' SPACED e 48' o.c, � , I ,1 , 11 I s , � i;, 1 i > » O O O O O O O O O O O4P-41-44 1 II ,;: ' � 1 I �, _k T.0.W. 8216 -6 _D�_f_ elked ►geasil�iiiiroo....;`>`:.r,...".....:a.o.:4 .:vaar:ate-a :wee. .1 ,� C2)i #4 REBAR HORIZ, IN 16' FOOTINGS �, I II i ,, %-w-- -m----•-,- • • .x(• • • •�(•xdP • •�o • • ■'i '����/' ct) 6 16 I t . � I i I I t' 1 , �� ,� ���T-=�=_,���=Y���V��Yr���������i1,T�I`����r�YET YrT r��I��Y� r�� �Y�� ��� �, �::��iii 8 216 -0 T.O.W.T.0.W. <3>1 #4 REBAR HORIZ. IN 24' FOOTINGS �' , ! I !, I„ � 1 , i ' p+ -'I ' p� p.�1..W O� W pn o- ■ �; `[11 L_ i € ; , 1Fire Bowl 1/5���:.:tiOt.��.��.��.��.A�.��,A hi) At '!IP����A,AP 04IP A Al! ".Ai A1 ., ,,i`}�.,�w�c-�,?� .'`�.,'�4P AP 4..'`t'•.;,■ LH pA• • .�• • • • • • • <I]i� 0. ;��•..•'!• •..•..• • •..•..•..•...... !•+• •vyropie..r +r•.►1/ WALLS: #4 VERTICAL (FULL HT.) O 24" O.C. I-- i.-**T�rorts matdiabatAactoa♦� atzs,�ai tkilledimdI_ZAWAII►� lAill ketetI ICAI eItAII RIWRIC.IMI iArna�!�odltmel ftilk� bi! 14 _ .. • _..� ._.�,�[���a ��iraiisa rT•i���la wpm.. p11• • �/������� �#rw � wrap we,I wrap wap war�t�wrap wap�t'r� #4 REBAR HORIZONTAL 0 16" O.C. NOM � � � • P. • • • ••►U 1» 0► i FINISH GRADE ,•_..._ � � ,I � � e'' �'`.���...��i��l CMU WALLS' #4 VERTICAL (FULL HT.) 2 32' o,c. 12 • . _ 12 8 GA. GALV. "DUR-O-WAL" TYPE LADDER REINFORCEMENT 16" o.c. HORIZ. STARTING I » 1/4" 3/4" I I 4"x 6 x ANGLE w/ I FINISH GRADE W/TOP OF FIRST COURSE. 10 L DIA. CONC. ANCHORS 0 48" o.c. I 10 (11): REBAR MAY BE SUBSTITUTED FOR LADDER TYPE REINFORCEMENT IN CURVED L L� I I 4"x 6"x 1/4" ANGLE w/ 3/4" I 1 -1 DIA. CONC. ANCHORS 0 48" o.c. L H I- - STEEL REINFORCEMENT FOR STAIRS & LANDINGS: L. L #4 REBAR LONGITUDINAL 0 24" O.C. (1): 3" FROM EACH EDGE STEPPED CONCRETE WALLS WITH S I ONE ii( SHEET (1): #4 REBAR IN EACH TREAD AND 32" O.C. TRANSVERSE. VENEER TO MATCH THE HOUSE STONE AND 3" STONE CAP WITH A 1/2" OVERHANG ALL FOUNDATION ELEV. '' SIDES. NO SITE WALL SHALL EXCEED 6' IN + /EXPOSED HEIGHT. SCALE: 1/4" = 1'-0" L......, J #4 REBAR MAY BE SUBSTITUTED FOR LADDER REINFORCEMENT IN , ,* SEAT WALLS s3vt-t. STEEL REINFORCEMENT FOR STAIRS & LANDINGS: ''''' P*-k #4 REBAR LONGITUDINAL 0 240 O.C. (1): 3* FROM EACH EDGE (1): #4 REBAR IN EACH TREAD AND 32* O.C. TRANSVERSE. 4ti ./1, (1,..44„ ',:,f, ,,,,,----r vy --4- A - ,,, - ADD ADDITIONAL REBAR AS NEEDED TO SUPPORT RADIANT TUBING. , Nt 6' 4' 1'-2 1/2' T.O.W. 18.75' Finish , ;,004,1t 3"Stone Cap .1 ( -:'....i;- ,-.7,s,,7'"-\--,','" TREAD DIMENSIONS & MATERIALS PER .....k T.O.W. 8218'-6"± III! Grade , ,:?:: z:,:',,, ,.•./Y" 4 ,3* ."4 ." A I'Y''' \\'. '\ '\ '' L-5 mw . • ,,i • ' • 'r,',. ,\' \-7\' ‘-'7:-,7‘7,F) 17:..:.12 s:::.;,,,::::,:,:,,,, ,,;:.,,,,,2.::, :,:,;: ;,::,,,:,::::?,, ,:•,.:' k"-::::'''\\17///\\///, . \‘ S --- 5,..„ , „,i:;:: f:c,' i;-''' ' ;c', *:'%.'f;:':';' . % /1\\\ \ ',.: (.0 REINFORCE SEAT SLAB WITH ei::::::::: ' ' ":..; -:: ,:i:::•::'::', ,':',,',::,?::(:,;,i:: :,,.)-:,:i...!'... .,, ,, / : ,: : ;.: ..: . , 0 4.0. • ''' '-- -77- ---- 7,-,c•--77.7-c'q-"'',7-\77''7',-,---, ..,,, , , , . " K1 ' ' '\'\\,'> '\'' ' ,'1. '.'''''', \. \ . .' . C'.,, ,,,„. %-,-___L1--V"' ' ,-"--. 6x6-W2.0xW2.0 WELDED WIRE FABRIC :fti: ::::: : I„; :,.', !;i,.•:,','.AY,,t,.:',:,,:,,Ai -,.!•,.:..,,. .:::ii;l';:: ,7 V . , i...i ....iii.;.............. ...i um C..., sigi''.:Tes 4 .. :1 ';'Z 18' #4 REBAR 3" DEEP INTO A\ ./.\\\<\ BLOCK WALL 0 16" 0.C. N , COMPACT SUBGRADE WITH /\,/ . :: :: ' : ::: : /: : : '... . : : , • ,-• ::- : :. Z Ltj. IMPERVIOUS MATERIAL(S) AND/OR . „ 0... I-0 1 CI (0 I 0 T.O.W. 163' ///\\\ cy) e Concrete Seat V',.:: ::11:;:: ;. :.;---i:'.;::‘i / /\ / \\/\,/ GRAVEL SLOPED AWAY FROM I , ' .d ! .c ,E::',: `,•::::$.:;:,;' 'M:::.T:.:',::'',,,?,' /\\s/ . \,/\\\Y BUILDING AND WALKWAY /\/2.\\//*/.>\ // ' / / / / 44 (5 07). "cf- E y 4,1 0.-) / ,UNDiSTURBED SOIL / / / / / / 0 0 \ ADD (1): #4 REBAR EXPANSION;, FORM OR \/\\ \\,/ \\/ .\, \\,../y. \\\ 0 \ IN EACH CORNER 0....41...„ * ' ,:t WIDP°RM TYPE \ \ \ \\/\,\ Fire Bowl / ,_-:).,,c.,,,,,„,.,, ,,, -,, •,: :;,,,:,,', PRODUCT OPTIONAL / Z:54 CN < Cr* -) © : / ' /\\/ \\/\// Z 6 n EX (3) *- - \ , 4, 16 1/2' 'N. --'7 0 I, •_.... ,',0-2, 'Z).,.`- ,-, 1 :'''i: :•1;:,-;:':,"F,3°':';,:::';'.i::'. \ \\\/\ \ At TYP. WALKWAY SEC. r..T4 .--- :c: Ili c" v." LL-1 , . . 1 ,,,,,,_ :2 MI c,.,_ III 411111 __)111111 c7•1 cD III 4-Ii 4 41),OL-PcL' ',, ' ',,::, : i':!.',''•:- •:.: // /\\\ SCALE: 3/4" = 1'-0" c.b ..,..., co 8 .7 -.9. 4' ' 4 4111014.1barela 71110.1111404C4iiiii"1111 ' 4 4 • r a .:7 - q(), 4 -1.V- r , ,;,o_i U- '':'::''';,: : //\ \\)/ / L.- •• Z C fl....4 (1) • —I 0 0- ,-; :,''):'il :,' i'L;ZI,'2 )-,:::12,, 'le 4 ' 4 ':3 4 '''' 4 4111°' .'"" . , • ' . 4 ' -,-'.A)4 : / :(''''''V- \ \ \ j,•-•`-,i, 5'-,-,..'2-; .=.4A3.-.>;i;42-V-•,;:=',(:%:-,'\L,/ ,:;,-\•;---,--,,;7--),--,;?,-,•,c ,. /yV;•-'v- -A-, -.;"-A('-/D(A't.tOrm,7X 4 --;--rn(* ( I ';':', ":%:: \\\\\ //\\. \Y' \Y \-r. EXISTING ENTRY , : ,, :, .' :T :: ,,,'....: : : ' :' ; i :.. ::,:. • -,.: ,Y , : ::,:. ::.,, H- ..'': : :,, : ':: : : •.: .: • :7 : '. : : rzl :-<- c.: > a_ a) \////\\///2 // \ //\\ ' ''-'\ '--,'?`V 4,-- -i•-.)': (--Y-, c-, -W,I>..y -).-`11q:i ;., ( i;-') ,,,A,,-,. ,H"i i i IN its _ - ..411,; / / / // / / / / Avyr / .---,---: ) ),z). ,,,,,- /\ .%; .: :: :, :,', ' A LI -t'-\1 / i'.'''. : .: .::'' \/./\ \ / \/\\\ REBAR Tr/\\ >/* -REINFORCE DRAIN SLAB WITH 6x6 WZ OxV2.0 WELDED WIRE FABRIC ,\\ ,\\\\;7;:::: :,,';,:-:: :1 • ).\--4.9 .4/NThZA '' : ::‘'? \,\\\\;\ (.---r--- -'' 0------ 11110 OC-- -60 OC"---060 0C2c1 - =1 \,/ 7 \07;,,, ,/\\N)//\,/,././\\y/ ./.// /./%1\,<//\;://\,,,,/://\,/ .,:i.i.,;:,::::.: .:,:,. :1,:;':i li :,.--k,,,v- -4,-, ; .',..:: ,,:'.m:;ii':e / \///\ F4 . . . 0 ,,...,,,D2, ,. .,:,,,,,,:4:,;,, < VERIFY 1/11A_I_N...L_OC_A_TJ \/\ /\\ / \ : : :, 1 ;1‘,/,0,c :_,,: :::::::, \/\\/ ( jn60/Pla(--)60--CD°41---)60,04!--)60,0an ' -;o .,_,_ThrpgoL90L...},=c)ugou.,-_-_Thcpgat,_) >>\\,,,>>\\./,//`\\;,/\\\\)/,\\\,\, ›;\\\ ,\;>/\\ ELEA r4CuTirtclCuArt"AINI DwGNAS /\\‘ ' \› -;,::: 2,,, ,,;(,2 &,c3 1 lw / ,.•. . ; ', -,- ::.,..,f-- \\// C3C) nilli0 nrnillikC) lirililici) ?-----nilli III /7\/\ illiir' esc5dirtoc'tli C z N \ \ \ \ \ \ \ E ocAraiho a . , a e , \ \ \ \ \ \ /// /// /// ,„,:i • , . , , . „:„. \ \/\\/\/\,./\/\\/\/\/./.\\/ /////\ \. /- )., . /\\\ //\• ;\ .k,. 16' :/\ \ \V\ Er50-4=0 44c) eitto1ci- 444c) eR441 cir) cr ...efin 8222'-11 " 1 s'/-ji- NO --/--7-•-)-- - .110-- - OS ' —i i - F-_-__ii_ p4 CD:::4 ii•r—ii \-r ENTRY LANDING L, TYPICAL ARCH . SEATWALL SECTION 503 ON L-5 SIM. Cif ( -J ,,n607.\n /0(-)60,„\\ ,,,--)d ISEF I --)3,}4,..-aug- ,..}.=(--$,J9u901,_,),=nugoitss_i SCALE: 3/4" = 1'-0" , . _ .1110:if 4410 oc) 410 if ilko if ft 0.-- 4, 4, 4, 4,, 1111/10C2 0 1101 Ng MO c: 4.1 kr,.1 (4. a Alli 0 0 0 C) r,^-,,0 0 9_,, ----c) c24 0 0 ilY11.611 (30 di9 61---) . ditrUU L) r...:1 .,...1 Ail, 822C-0" • '1* * * * * * * * 4L), )(2000,%Th()Oc:71)00, 0000=C0900,40 Z aiiiiiiiiiiiiiiiiimmrlir- . 4, ,J, *1., 4, ,I, .4.. 410 il 4111k0 Um..11110 4ilici) lir 411, re4 L) IF LANDING F4 • 4, 4' 4., , 4, 4, 111111111.1°P' = 4.1 , 1111Perm-'*? 11.110MTO OS _ 111116111111 T.O.W. 8219'-5" wawa 'Ns-, 4.1 ,..--4 .......T w witplip. . . . . sir 4, 4, sl" ‘1' 4, * 4, 4, 4, 4, 4, 4, V, Mr 4,600(... . i a.. * st• ,2, I -Aramil ' 4 ( )olgo in „, ,, ., . \t, ,fr 4, 4, 44' * ...1. ipp (--)t---/r)... ow. a 8219 -0 0 alb Or al— I C) 1111111161 1 ::-.-..k 4 ' W A ( k.\.-',„ -)0 0 ( ' °11111 Nfr .1.• .1., ,fr 4, { • - * * 4, 4 4 4 *41(1 0"114 404 STONE PAVING AND RADIANT ,,, .1, •• 4 4, 4, 4 4 4 4 4, HEAT OVER PATIO SLAB (( ,1)(-- 607 \O(' ' 010 qi ,4, .fr 4, ‘1,, 8217-0" • .4., ,i, ,fr ,I, ,s, .1‘ .fr. ,,t‘ ,s. 4 4, 4 4 4, 4 4 * * '4, * * * * 1 cc ., ' Ir., 4, , , 4. 4. 8 8216'-9" ( 4 C9 cr) 3/4" CRUSHED ROCK go.plimikuqui 6 Er , , , , , „ ,---:, ---6'-'-: ::.Sc )‘---til ) ---Jet7----0-Lil_i. 6c- --1---Pz.-56\-> 4 4 4, 4, 4 4, sk• 4, 4, 4, C CD ,---- 1:—LISIC) C:4111111111411111C) tillikC) CRIIIIC) II OW (1:1 Ill liciyAlli PGA. ( • • • j0\ . 1 ill MIK ,I, 1,6 OM VY1.1 tiNIMM.11014141 Mu inMS 1) : °MI MN.t>11101 IIM D'.61 Mat.......... C--- 111P1km IiiiiniMM ,,, . s3, * * * * * * * 11.111 , eill ir 111/------) ir 111 -..1. yr . . . b A cc Owdllivall 0----6 al g--- -I0 frA6Co CDU1. F Z © CD 01170,( si, , 4, 4, 4, 4 4 4, '01 ( ' q 1, y‘,'',:c !: is-,', ;1-''';',-``k '4, ''-,5 )--'i7- ' 1,,;',,,-; f',/%; cc Y1.,1-;•-x._11;'),YA,.....2-',t'i K'''',M,' x , , si, s4.• st, c,,,,c .[,,f ,:,.,, ,_,..C, ,,• ,0,. ;,,-,'- ,',. ',,,,, -, - -,', -, -`;- --,--'-'--"‘,.';--'-'-'-'1''.--'-'' .,- --'' !7'V '' ''',7' .4/ ,I, Nt, 4, 4, 4, 4 4, ' \'' ' !', ,'' , ' '' '''''-'-'-. 2-4•LL'''''' '•::''l'' ;'',,:'"'"'k:-1L/Y. ;':".;'.-H,.c ;':,'-'-j,-/k`: /11, . , , . /-)04111111600 OWP6QP di(---7600 a 0° 1111j60 6\s/ C EN-4 .4, .4, ,4,. .1, .i, 4, '4 4' \LO c-)0 00.0 -0 OD 0 CO 0 - 0-000 \//\ /\ ' '. ' ,:: •:: '.'.'':'::: ''''%:'. '-:. .',7- .'. . -:'-I''.:: ':',:: ' ': ::. :: -1:: ::,::..:: ': ' :i':::,' / .‘.:'!'..:, , 4 ,:..: i. ........ p 0.......\,._,C) A / 4111C)CT ID * * * * * * , are .10. - 0110 - ar• ar CT) 4,40 ornftc) gic:rygic) irr----740 licnoto ir---- .4C),( ISSUED UNDISTURBED SOIL • // // / f / / * * I .4, * * .4, ,A.„,___ i .1, * 4 diroCL7)d.a is "c"\//•\/\//\.// // Xi • // \<,/ \\/\\.\/\\ \\\ \ \\/ c s(' ' ja:501/41111100 a 0 a , iiii ilm ' • . ,....- , i_ - - .40,41116.. ANL .-...- 7- DRIVEWAY/GARAGE , : ,.: :,,• ::::::, .,,• ; :: , i ,, : ,,, :/ \\' ' \' \\' \' \' \\,' \/•7\ \\K ,,, * :. sfr ,,j , . ,, , ' I ;: .-‘ :: :1 : '::i 1E.. .: ::: ; : ' :: :,.: :'.::,:'N. : : ::: :.Y :::' : '.' ' i : ':: ::I-; ;:, - ': :-'s, :': :,; ;,:: ;•;:% ,,:- : :: ; ,.i:, ,,i„ .„,::-„, ,:: , ,. : ,: ,1: ., .:: ::. : „,,,, ,::,: : :. ..,, : ,.: ::, i ,:i ? , . :::, ,,, . : : ,:, :, .i: ; ,. , :,. , : :,:, , ,,., :,,:: i,:,: :, , , ,,: i:, ,: i : i ,//// P\ ,\,// \\\/\\ •\,/: //\\\ \\/\\ \/\\ \K 1 4, ,, , .., ..., .4, ..,. , . , , „ /*/ /'\--/•>\/\ i : : , .,.:, .y, : . , , . „, \\ \ / \)/ \ / \\ / ‘V * 1 sV ! sfr \k \k * 4 : : . :: : l': :: : , •• :' : :': ' ::, \\\/ \ \\\ \ /\\/\\/\\ 1 4, , 444,4114 4, I 1 „ * ' ' i ':*1'::::: ; 1:•. :': ; '''. :::: : :,/\\ \ /..\ A _. .• , , , , :, , „ , , „ •, ,\ G T.O.F. 8208 -5 ' . _ SHEET SCALE: 3/4” = 1 -0" . ' ' ' ' E TRY SECTION 7 7/. ,:......_ / / / -...."