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HomeMy WebLinkAboutChange Order.1015 Waters Ave.0204.2019 (8).ARBK Vpti E n q ®m 10^ U " Proposed Spa ••\ _- E (Coping elevation=7963.5'18"above finish grade. C a u a °ti" See architects specifications for details.) ,§Aiiip966.6,* �a�'isiten° E �� a Existing Wall �tall� 7o 7sszo da m� Existing Trees ���� et (7o be removed.) o 'lit .... 9s i e '`• o ry Terrace /MOliiial `� �,,, e \. \on . ip 5 (Infield:145 sq.ft.UNILOCK"Town Hell®"permeable pavers or equal. // ,.).. `/\ Y , \ �\� Pattern:"Running Bond".Color:"Basalt"Joint Compound:"Black Sand" y 7/p //�\ \ \ 1 \\ > pro rt Border:75 s ft.of 10"x 4"colored concrete border, s"(r / 5.0* 7e6y s 1 \ 1 \�>9j pe Y C/Oe Sand finish,Davis Color"Dark Grey"#860.4000 psi @ 28 days.) � , \„_4 \• \ a _ i.Sitite J 9 Snow Melt Area _iyl� �/' / / ~ \ I \ >9 7 Drainage Swale ,. •�� / �� iI �; j �° 2'-6"Boulder Retaining Wall Isiope t%mint U 79620' n� n q )7S62 Lot F t(Rim eo60.5) 797`:� I O - -- irk '79650 ,.996z\�. ?9.. 10'-0"Ditch Easement ►� 79' Limit of Disturbance '7964.0+`/ Main Floor */!J 1 �'. ��7sss City of Aspen Water Efficient Landscaping Standards 5'-0"WalkwayMriar-'illIleeVs. / 7965.0� -� ' (108 sq.ft.UNILOCK"Town Halle" ermeable pavers n • 0 (Finish Floor El.=7962.0' ��� �/ \ 96S or equal w/concrete steps.) f /IP 5%+crow.-7964.0' - 4 i \4$ \\ g Soil Criteria 64 f7964.0' fr9 ^ >� + I t� :4 t oIw=7964s >B3 Soil Amendment: m r„, `` - ta,',.:96,2 a.Topsoil of irrigated grasses(including turf),shrubs,perennials,and annuals shall be a sandy loam to a Concrete Ste s I//,° ' , n depth of at least 6 inches(6")containing at least 5 percent(5%)organic matter by volume. (Two 6"Risers and One 122'"Treads. �� Garage _ /� 2-6 Boulder Retaining Wall u To of Slab=7961.5' - - b.Tree soil must be a sandy loam and 36"deep for areas where trees are planted.The total soil depth shall Davis Color"Dark Grey"#860) ;� 7ssa o'+ ( p ) 18"to 3'Boulders.Batter face of wall 1:4. Bury6" tt ( @ have at least one to three percent(1-3%)organic matter by volume.(NOTE:If in turf,top soil should be 6" �� / I 0 A Top of wall to taper down to finish grade.) and have 5%organic matter by volume.)In good existing soils,dig and turn the soils to three times the f�P®, \� /, 5:oam/ // dimension of the root ball.hard or compacted sub soil or lower soil layers should be broken up to create Concrete Steps ` `�/ . �j n., c/ >s adequate drainage and avoid trapping water creating saturated and anaerobic conditions in the upper (Three 6"Risers and Two 12"Treads. 1/ ,� // °0 soil layer.In newly developed planting sites,soil depth shall be 20'diameter around the trees to a depth of 36" Davis Color"Dark Grey"#860) i ]sst s �- ti %� / . Q `•r a Soil amendment organic matter shall consist of either Class I and Class II compost. 011) ' Lot C Window Well y /,,(.oarf ort =�� act ,1 ,,5S290%9.D of 5.colored concrete ` Entry i r...`.= 9. 65 9 p'u, -_�-//'co st cted rving space F.F.EIey,=H.G.7962.0') �+ . 'I and fnsh D sC to"Dark Ore"#860. �� � a000. °�zedars) y //�/� �� o. Existin Trees / • o remweal i�\ .,�► ��l er ro g � '�'�j�a� • d'47:1_11,1:11111111,,,:e '/ � // Existing 30"Dilapidated Timber Retaining Wall � � 0, (To be replaced.T.O.W.-7960.0' Verify in Field �I. cTotal height,from top of wall to footing,not to exceed 48".)A , � �wr � / 1 Soil Preparation: • Snow Melt Area � rI ' /h a.Amendment shall be tilled to a minimum de th of six inches 6(Hatched) \ �i� QP (°)11 as `` �. r� r'' � 960.2'+ �r��f/0/ ts / �/ . ` �( ///•/ 11p''/ b.Site shall be graded to within two-tenths of a foot(2/10th')of the grading plan. 2 p �I� � � !,�r�, • c.Site shall be free of rocks and debris over one inch 1"diameter in size.Rocks and debris 0.5 inch 0.5"tolifi I I,� Snow Melt Area ( ) . )9 •QrII #]?'`� Hatched / i2 _„.. I " 79eoa'+.Ij�� t "z`�/ / / (Hatched) one inch(1")shall not exceed 5 percent(5%)by volume and gravel 0.6 inch(0.6'1 to 1.25 inches(1.25") ^y CA Auto Court shall not exceed 5 percent 15%)by volume.Particles such as concrete,brick,glass,metal,wood or plastic ; 6 \�, _ \` ••��, / // greater than one inch(1")shall not be allowed.The total volume of these materials smaller than one inch • • �V - �-�--_ `� 1"shall not exceedspercent 5%.(Infleltl."Running UNILOCK Col Town Hall®permeable pavers or equal. �� („ ( ) ( ) Pattern: Bond".Color:"Basalt"Joint Compound:"Black Sand" �\\_ I) • Border:465 sq.ft.of 14'z 21"colored concrete border and carport, ` '. �� ;t'-z"I :41 D I This retaining wall is in d.Site shall be free of dirt clods over three-quarter inch(3/4')diameter in size.Dryland I l Sand finish,Davis Color"Dark Grey"#860.4000 psi @ 28 days.) • 960 -'\--_` : `J Artr / • a Setback. The seed areas may contain dirt clods up to two inch(2")diameter in size. CC: \•• - ®' i ��� �� ) \l�-J / maximum height per •� i.Stockpiling-Stripping and stockpiling of indigenous soil(topsoil)shall be required during construction 28.575.020.E.5, (except as waived by the City of Aspen).The replacement of this soil,plus additional soil amendments, Existing Trees . �' °"""\`\ �� Allowed Projections into are critical to successful plant material establishment,ongoing health,and efficient use of water through lT°remain.l e? Pro rr.0' /1y1/ Setbacks,is 30". the life of the project. �1tt 'tzu„e•��. ♦� 7s.o.0' ' n 7s59s' :Ws. 4 �'�..�, 2.___ e.The soil shall have no herbicides,heavy metals,biological toxins or hydrocarbons that impact plant growth "'�i7Al, / or exceed the EPA's standards for soil Contaminant 5 �ifitq��� ��j9.79 t5 f. All applicable soil criteria and standards shall be noted on the landscape design plan.Written verification of ' 795 0/4 se per?.Y�:, /�� approved soil amendment type and volume is required.Projects with inadequate soil amendment and I��' S9 ' �� /� Preparation will not be approved. V •\•��'�.it g.Removing sod and amending solid under protected trees requires hand grubbing no deeper 1�1 Gravel Area ' ' ,es]Ts Utilities than 4 inches.Any additional soil above existing grade limited to a maximum 3 inches(3") i���yyl �\ ' -0 (to(to be relocated.) h.All Irrigation work performed under protected trees requires hand grubbing no deeper than four inches(4"). t•V It') 0 lug .•\ ' 0 Soil Inspection: �"i 'O Gravel Area v a.Soil inspections prior to installation of plant material may be conducted by the City of Aspen as deemed 0 •` i Bio-Swale necessary and shall include a review of adherence to all criteria and performance standards. O Waters `• (Top a storm water runoff area=]sszs) b.Written documentation reflecting approved volume and type of soil amendment is required upon (�rs inspection. ,may Ave, enUe 18"Concrete Retaining Wall i� rmi Ql Santl PnIaM1 a.L2..1g pal®9 tlan avia Colw"DeM Grey'#880.Sea Detell.) BARRIERle X 21.CONCRETE PERIMETER BAR g B'O C.CONTINUOUS. AR f$18'O.CE VER INCAL IN oasPcsOwnNmxo-niLo e oevE NGCOURseno swP NO.ovuuREGATE. Date: February 16,2018 ASSUMED 309,VOID OPENINGS. COLOR PER SPECIFICATIONS or LANDSCAPE ARCHITECT. Revised: February 21,2018 '" / lrnvGALVANIZESu T Min Estes:GRID ar'"�`szrvv EOEsc EOA�wINSTALLED° nvv TUBING. - _ = February 23,2018 ✓ / __ ;l I� General Notes and Specifications November 26,2018 ',_...:,..„,:, // / ,{, "_ .wrHRoucHINSULATIONrocRsnTeao%RSNovuAND A SHEET OF 2.THICK BLUE-BOARD STAPLED TOGETHER USING GALVANISED ' December 14, 015 STORIED i/I,•:. M THICK RIGID BLUE.BOARO INSULAMON USING A SHEET OF M THICK BLUE.BOARO 1. LOCATE ALL UTILITIES.Contractor shall field verify existing grades,utilities and conditions,and notify the owner of any discrepancies before starting 1 __) February7,!2. 019a Ps=oDA RS RSHOTH,ap ep 0s MH.00ssPSC.oPs"ARC ore% work,making modifications as directed by the Landscape Architect.contractor will be required to complete the work of thisMay2, 019I t I,,�, project according to the proposed drawings,details and specifications.If conflicts arise in the field,contact the Landscape ArchitectSeptember 30, 019 ' RSSERvoR wASHEDAASHTo�H]oRAr]AODRsoAre �N -•4 �- „ t- t for resolution.Contractor shall take sole responsibility for any costs incurred due to damage of said utilities. , January17, 020 6 a Ps:ooAu P as asNOTHro,c,oLes 7,c sPeoPnrcrSl RE oP.% II 2. Verify locations and conditions of existing trees and plant material prior to beginning work.Contractor shall take appropriate T'a%Zoro°,7, PERAST,D.,T,Ae uSSTO.s=ZIT0"ToAST.DressmI". 9 ,�„�,�„� I�i� s�� ,__....___ F measures to protect them and avoid compaction within the drip lines.Avoid cutting roots over 1"diameter.Existing plant material 0 s (0 20 uNols,uNaso:ol"oNP"sPAHeo-,e--..,,,,,..,--- E'�Ps:oDA0.T,aSTasNoEGATE WRIL ,��,00xaoueS.MHoosSPsonsooPSHAaE,or.% I damage by contractor shall be replaced at contractors expense.Snow fencing shall be installed around the drip line of each existing tree. ATION PER COOT CLASS C FILTER MATERIAL ����jj Sheet: 02/24/2020 3. Contractor shall beres responsibleall permits. Unilock"Town Hall" Color:Basalt P obtaining FORCODECAINFLIANCt Pervious Paver Image L I ,.,EIVED HEATED PERMEABLE PAVERS SECTION „stiinh g Note:See Civil Engineer's drawings for grading and drainage informatoin Scale:1/8"=1'-0" SCALE:3/4"=1'-0" 20 ASPEN BUILDING DEPARTMENT City of Aspen Water Efficient Landscaping Standards J • me Non-Using General Landscape Design Criteria n o o9a l N h. Proposed Spa v ` . ® v a.mall be applka scone nl eublu Yam per eignry(wl aquam fe,at a aep,h ormur(AI manes,aria ae '° appropriate m each specks. Ti• (Coping elevation t 7 specifications do above finish grade. b.shall he areapplkamme soil surface,not against me plain stem or high against the base dwnkammlmml:e .. Proposed See architects specifications for details.) n a u •` a .Organic mulct material includes MA anti wood chips.Avoid mulch consisting at constmcnon...such `s\,,& • a pa ts. 7966.62+�ifi /� '' as le "f �\_•• _� City of Aspen Water Efficient Landscaping Standards ,� Inorganic Mulch: Yf/l/ Cd a.m«ganlc mulch Includes rock,gravel,or Existing Wall ,i �� 6 pebbles. .s o' '°q;''m soil criteria �l id b.Rook mulch shall have a minimum depth of two lna,es(z•). �iS `fld, r Existing Trees �� ./ •y ' A• .Os ,p •_., ...Amendment: (To be removed.) ss - o Native SS a opsPil onrrlgateb grosses(I auamg gli smuts.perennials.am annual itIrg e a aamv'ern" a' lin • aepm°,at lest s lna,ea I I=omaining at kaat 5 Pecem Is^r l org.m=manor by•plame. illifitA,40,41111‘ AR1 'ls ....r _ (Planted w/1 gal.pe )Is. ^ ' ;V Native Grass c0 '' See Plant Keybelow.) b.Tres soil moat be a sanev loam one a6•seep it areas where trees are pti.r.TL':ri, sdl aepm Shan Terrace rV .• '\ have at least one to tritea Percent(13%)organi=manor by volum=.(NOTE..If in tua,mp sdl ahoule be e" •r p /�. •\ •Q. • d have hes organic matter by volume.)m good existing soils,dig and turn the sons to three times the • 7J• and of the root ban.hard or compacted sub soil or lower soil layers should be broken up to create (Infield:145 sq.ft.UNILOCK"Town Hat®"permeable pavers or equal. i/ ��' List the species of the saga atearama eand avow vapvit,g wet««eatmg aawratodzne anaerobe=emm�onamme upper ' "\- ,,,, ha ,am t tar un m o- r 5` • Pattern:"Running Bond".Color:"Basalt"Joint Compound:"Black Sand" atn N ' / �;' -'4 ., ••1` ' \ P Pr call vet. ewvae elPped plamir,g sues.so aepms epa ee g a eees toaaemM10 SS"/\ '.'. .�. O rt "native grass" c.sal amendment organi=matter shall consist a either Class I and Class II compost. Border:,Davis75sq.ft.Color"1arx r y"colored86.4000p border, ,fr/ ( '' / \�. r]g6i.5 1� � '� .\ \ y�i0e Sand finish, vi "Dark Grey"#860.4000 psi @ 28 days.) • > � 1 �. ',' )9)3 i• / / ''J� • 72 \ 1 s�2 � / alir 7 Drains eSwaleof.� ' ��� 1--- , `� j 9'O 2'-6"Boulder Retaining Wall (slope at z�mmt � I (18"to 3'Boulders.Batter face of wall@1:4.Bury 6" _ •• ,�'� _ & ,'/„ \. Top of wall to taper down to existing grade at the end.) Lot F Area Drain .y(Rim elevation=5960.5') 1/0 / •��,, 7670 olma"aPmamlawl neeuaama mm,mu ,'•11*962.0.+ _ _ C �/l�` \ m aepm d ao,nerves(s•1. , ' / 9 65, —,7667.5' ,�-'96G b.sue she be graded to we ntw°tenme°r a foot 6/10th m me grading plan. ' 79s5 o _ 10'-0"Ditch Easement `( ` O _ •1 Y v■■ , 7968 • =site shall be free of rocks and debris over one inch(11diameter in sire Rocks and debrao5 inch 1(59m 7ass.a'+ � �� - /-.. 'Vfj. .79A ' shall tlspeRent(5% volume. h sumac gravel tes a n.(11 shall (5°A)by volume eh(o61,o n.es(,59 fuk r/a •/ Main Floor*, ss Limit of Disturbancegreateran`�ot shall he eedeed 5 of„,•i�et(5%). wsa�"T"sstuarter in.(a,via" nfineremat�glass. rt"h"an°a°�'h"` iameter in size.Oryland 5'-0"Walkway Y�7O�i 7965o , Soso "aodsuptotwo Inch(2.) sq.ft.UNILOCK'Town Hall®"permeable avers / 0 (Finish Floor El.=7962.0' pp S8S (108 diameter In slab e P F. ..... 9 i.stockpiling pang and smckv rig of Indigences soli(top.)s a during construction or equal w/concrete steps.) ►" r�` �'sq h eO � mandm a gh �� !! (e by heq roof Aspen)The replacement tth-is�; f the '96`7V .1� .'•, a 1sSS11 IXeN project, kitles M1eaw meals o8 or to mPactPantgmwl5 O' .W ]964.5" `3 aThe EPA tl msforsdl contain non,1 /7964.0'1- / ,tomi: f ' ,cop sd cmeaa and awards she ee sca .twaren ve a. at ass arowea sun amenamem ripsaria vP uma,s repatrea.Prpleas wnh l�aaegate sa amenamemenb°AConcrete Steps icl/r.;.�j1/ Gara e / ti .�,98j2e prepamticoil a mend ent types( g C 2-6 Boulder Retaining Wall g.Aema�ngsadaneamenei�olmuneerPm,edeetreesra,uir.ahanegrubi�naeee�erTwo 6"Risers and One 12'Treads. a hen A m=nea.Atry aeanipna aril aboveexinmg grace umuee m amaximum a m=hea(a 1Davis Color"Dark Gre #860 + f f (Top of Slab=7961.5') h All Y' ) + (( 7ssa.o'+ � (18"to3'Boulders.Batterfaceof wall@1:4. Bury6" Iniganon work penotmed onset P,«eaeao-es meares hang grabbing rot aeepanhan,om mores(A^). / / /, � Top of wall to taper down to finish grade.) spillConcrete Steps mimeo. �ti soil ° Armin tl�aeab the aatl am d(Three 6"Risers and Two l2"Treads. ®1'�i - _. 4ir co /' 7s80 essa��nd shall, was a review oladherencelto WIweerla a Performs'e nenaams. Davis Color"Dark Grey"#860) •�pl.I 7sst5'+ / - �- `. I� b.Wrinsitten documentation reflecting approved volume and true of aril amendment is required upon c.a _ s ....„ ,a,...,,, 6,„, / Lot C u ` q Window Well �•h--� Carport / �f ��� / Entry i ` �� `.j290 sq.".of 5"coloredconcrete / +T.O. '-"Gar, o trusted over living space, - F.F.EIev.=H.G.7961.0) / �8endfnsh Days Co`or"Dark Orey"#860. / �� �, / 4000ps @;8 days) .' i Existing Trees r / (Tp nnaaad.l %N0 , �' Illt /��; � %/�'• Existing 30"Dilapidated Timber Retaining Wall tk\ /J``` '��''''���: A tU (To be replaced.T.O.W.=7960.0' Verify in Field \ �,�J Total height,from top of wall to footing,not to exceed 48".) _,a /` /. \ !b �,.• li/ Plant Key �ss7 tt ?\\ ) �;��' / / bob Qty. Common Name/Scientific Name Water Usage Size Spacing Condition Auto Court �--' � / w� \� / - ,' 1 Northern Acclaim Honeylocust/Gleditsia trilocanthus inermus L 3"cal. As Shown Specimen (Infield:582 sq.ft.UNILOCK"Town Hall®"permeable pavers or equal. �� �� `�r L� w: .vY (( 'Northern Acclaim'(NO SUbstltutes) Pattern:"Running Bond".Color:"Basalt"Joint Compound:"Black Sand" (e1 I�-? \ 1ti Border:465 sq.ft.of 14"x 21"colored concrete border and carport, v\ '-�''�.�;`% �` Sand finish,Davis Color"Dark Grey"#860.4000 psi @ 28 days.) `• r �I�' -`mil 1 - ' sgd / ` C 6 Quaking Aspen/POPUIUS tremU OideS M 3"cal. 5'min. Field Collected Clumps �t� 7 ��� �� f . 22 Slowmound ed of Pine/Pious mugo'Slowmound' L #10 3'-6"o.c. Trim to dense rectangular form. Existin Trees Y•" � � f ��i� (to be box trimmed after two growing season. 9Mature Height=3 to 4'. Ultimate height not to exceed 3'-6") (Tp remain.) ,„,,,I4 rt.__-_,._�� � i ,ems , yl� �� . ,. 2 Amur Maple/Acer ginnala'Flame' L 3"cal. 12'min. Specimen CZ � 1 • �;v r�AA1►� y��}��yi 8 Trees are not typically allowed �..I The disturbance caused by planting /�+- Il► �.DJ in the middle of storm water : �iI 11! Alm; 7 Common White Lilac/Syringe vulgaris'Alba' L 4-5' 6'min. B&B Full to base shrubs in the driplines of existing trees ' ���......������'''—����� f "' ��ii��-• _ bio-swales due to roots ,ay would be excessive and limited by ' ��- fi:a���' > diminishing the effectiveness �� CZ O • `wf l� i by 13 Peking Cottoneaster/Conttoneaster lucidus L #7 3'min. Trimmed to dense l l WELS Section 4.3.2(I).The City *Iaj 0111►�,�, of the feature.Revise location Forester may be even more restrictiv- �' 4-4 fi+/�t� rectangular hedge farmOmt CC: Gravel Area 1!� Utilities of tree to b of outside or at the in that regard.A treepermit maybe i ' '''''6 ysO 8 Alpine Current/Rites alpinum L #5 3'min. O 9 e (to be relocatedp erimeter the bio-Swale. required for disturbance in treeOk in driplines.Revise plans accordingly. ' ,• a"\ O 36 Burgundy Carousel®Jappanese Barberry/ L #5 2'o.c. Trimmed to dense ��.y.( O Illoiiiimil Gravel Area O 0 Berberis thunbergii Burgundy Carousel® rectangular hedge form i�l V 5 Blond Ambition Grams Grass/Bouteloua gracilis L #5 2'-3"o.c.BIO-SWale 50 Mixed Perennials in Native Area: L #1 18"min. O�at an amrmwaWrmwnarea-7gs7sI Delphinium,Lupine,Iris,Columbine,Fall Aster,Geranium g �'" /I fill ff.. 61 Melting Fire Coral Bells/Heuchera'Melting Fire' L #1 8"min. liii �Ll venue 18"Concrete Retaining Wall s flats Creeping Cinquefolia/Potentilla neumanniana L F32 8"min. �( bSantl Polar c017;4opg psi®a In arkclot'aslk 0rey seep.see oetalk) 300 s.f. Bluegrass Sod VH Esti r ated Water Usage for Plant:VL=Very Low<25%;ETO L=Low 25%-50%;ETO M=Medium 50%-75%;ETO H=High>75%ETO 'ote:Juniper,Cottoneaster and Barberry shrubs to be box trimmed after two growing seasons. Date: February 22,2018 The majority of these flowers r Revised: March 7,2018 perennialriic. �p g.C March 14,2018 have medium water 746 .4,. z December 14,2018 requirements not low. �\ February 1,2019 Planting Notes: Revise species /VY\ „ September 30,2019 and/or water 03/12/2009" January 17,2020 1. Location of all trees shall be staked and approved by Landscape Architect prior to final installation. usage/hydrozone on •final Dare of 2. Exact placement and shape of planting beds shall be reviewed by Landscape Architect prior to final installation. plans and o 3. Verify locations of all pertinent existing site improvements and utilities already installed prior to commencing planting work.If any calculations 'r'yr�q pa part of the this plan cannot be implemented due to site conditions,contact the Landscape Architect for instructions prior to commencing work `-cb-OF CO 0 ' ' o s t o 20 4. Four inch steel edging shall be installed between all grass areas and planting beds. <AA/OSCApc ' 5. All planting beds shall receive 4"small Pine bark mulch. Sheet: 6. Grades shown in the landscape areas are finish grades,including 6"of topsoil in lawn areas and 12"of topsoil in planting areas. See City of Aspen"Soil Criteria"on this sheet for soil specifications. Landscape Architect's Statement: 7. See Civil Engineer's Plan for grading and drainage information. EIVED 8. All sod and perennial areas shall receive spray irrigation with 100%overlap.This system shall be automatic. I have complied with the criteria of the Water Efficient Landscaping Standards and applied them for the Scale:1/8"=1'-0" efficient use of water in the landscape design plan. 0 ASPEN BUILDING DEPARTMENT J I . . m E O V L Ou a Proposed Spa ro (Coping elevation=7963.5'18"above finish grade. e - '•\� ------ a u a See architects specifications for details.) L./2. \`N L 7966.62'I/, ` n� r.J Existing Wall /�/��,�� `g 'a Existing Trees �'`•r�f, Mgo. U / � \ ix (To be removed.) �. `96 --- -� ce c m Terrace ,� ;�r � --- 21 �� (Infield:145 sq.ft.UNILOCK"Town Hall®"permeable pavers or equal. �y�� i/ �\\ O \ _ Pattern:"Running Bond".Color:"Basalt"Joint Compound:"Black Sand" �'���• � / , /`/� \gss.o+ \ \\ \ 1 P \ \ Prope, Border:75 sq.ft.of 10"z 4"colored concrete border, M''�.� L,' 1/ �. ]96is' \� \ \ \ ,9 y�/ne Sand finish,Davis Color"Dark Grey"4860.4000 psi @ 28 days.) 7..,' i� ,, / / ---) �f \ \ \ I 9 2 1 d 1,_ n\ \ 9jo'Drainagett '„,1:`'1 ' \ / �� �\ l 2'-6"Boulder Retaining Wall 7sszo+, o, tsiope arzx mm) i �. n t (18"l0 3'Boulders.Batter face of wall @ 1:4.Bury 6" Lot F Area Drain � 4 �� Top of wall to taper down to existing grade at the end.) (Rim Area =5960.5') I i ,S y+''1� 7t1�]i L ��0 0 - +7965.0' • 796410'-0"Ditch Easement i .ttt\ �866 f Limit of Disturbance � lite14.' 64.0'+• ' Main Floor 'f:]%Q\'/'796 (108 sq.ft.UNIL C K'TovwnaHal®a permeable pavers / —� (Finish Floor EI 7962.0') I S // /\ �� >OSS or equal w/concrete steps.) ]^.65+. _ _ t J," O 961 II lar .W=7964.6. , II Concrete Steps ��,� >ss, (Two 6"Risers and One 122'"Treads. f� Garage - //� 2'-6"Boulder Retaining Wall Davis Color"Dark Grey"J1860) ,_Rdf�7ssa.o'+ (Top of Slab=7961.5') - — /r / (18"to 3'Boulders.Batter face of wall @ 1:4. Bury 6" N , , /1LT / Tap of wall to taper down to finish grade.) Concrete ?2" � : �n O (Three 6"Risers and Two 2"Treads. ®� `�� _ _. il � ! ''960 Davis Color"Dark Grey"4860) 'j I �_ • �' 9s '+ a) • xe , 111 p `` )4 �� Lot C window well ��F-- Carport %',- / Entry 0_ /��'o.w.=issaae``290 sq.X.of 5"colored concrete •t^ A - L'co'constructed over living space, - F.F.EIev.=H.G.7962.0') \ I/ finish,Davis Color"DarkGrey'#860. �*Sand i@2adays.) ,Existing Trees ,1 •'11;I°°°°'' �` % Existing 30"Dilapidated Timber Retaining Wall 1e / '�� ariii/72/ / (To be replaced.T.O.W.==7960.0' Verify in Field i / a// )\-) .c Total height,from top of wall to footing,not to exceed 48".) • ht7/ \5�� - J "i 1 .• Na. / / w L '7 • ���! �" g 4111 ?,96 7 / )i „,0 \‘‘‘,, I ' 0:—54114" l'i Z Auto Court •, (;,el /if O it L (Infield:582 sq.ft.UNILOCK"Town Hall®"permeable pavers or equal. -- Li' Pattern:"Running Bond".Color:"Basalt"Joint Compound:"Black Sand" i I`. \\ O / F Border:465 sq.ft.of 14"z 21"colored concrete border and carport, \_ �� O• r (% 411) Sand finish,Davis Color"Dark Grey"4860.4000 psi @ 28 days.) e 1 —��` ' ��-- F �. � * ,-/�'� �-'`- -, - / I f if AB .. Existin Trees - CZ if • , , -la 41174.----,,,,,1„,f4stfrwwwrillIti) i ---:,,_ , ibibi.,--IMIN 0671,5fis PO I =( -\� Utilities0 Clio) cll Gravel Area ' Hyd rozone Key: N I o g60 ,: • (to be relocated.) 0 Gravel Area O\ Symbol Description O U ' ' Bio-Swale ea O g V Vat �� °f�o�.at.r "a6a�.=,aa,.a., m I Very High Water Usage titers Ave r----1 : r n[/o 18"Concrete Retaining Wall I OH I High Water Usage Not Applicable DSvis finish Dark Gre 4000 y O.Sae Delwi) L---J ® I Medium Water Usage L---J r----I Date: February 22,2018 I © I Low Water Usage L---J Revised: March 7,2018 r---, March 15,2018 I ® I Very Low Water Usage Not ApplicableAk December 14,2018 L---J February 1%V ,2019 September 26,2019 January 17,2020 Note: 0 5 to 20 Sheet: 1.Al)sod and perennial areas shall receive spray irrigation with 100%overlap.This system shall be automatic. LE=77 2.All trees and shrubs located within native grass areas shall receive bubbler irrigation. L RECEIVED Scale:1/8"=1'-0" 20 ASPEN BUILDING DEPARTMENT R _ U ' EL _ ® Proposed Spa y •\•• - (Coping elevation=7963.5'18"above finish grade. c See architects specifications for details.) `.� R' .. ]ssssr+ ,i a ,. .▪ ,, Existing Wall _ `� o sz0' Existing Trees—= / •/ (To be removed.) •�-)o„ >`96 i® I .- — _ m m W' Terrace ! ��� ' (Infield:145 sq.ft.UNILOCK"Town Hall®"permeable pavers or equal. '/ ,!\ Pattern:"Running Bond"Color:"Basalt"Joint Compound:"Black Sand" �� / 1............... ▪ •� ® 9,, \ n \ Pr9 P / / ]sss.0'+' °Pert H I N K L E Y -. FR..Border:75 sq.ft.of 10"z 4"colored concrete border, L o�'� �\ +]sszs 1�\ \ \\ Y-ir,e °"'°"°"Sand finish,Davis Color"Dark Grey"#860.4000 psi @ 28 days.) / , --- {, \,—4„ \ \\' I 9,3 •` "..,•..°"•.°.< °"..°• Il— Drainage Swale ' �0 moo/ 1/140\ '\ ) �9O 2' 6"Boulder Retaining Wall is .arz°b. .l I /' i\* n°j \ \ • (18"l03'Boulders.Batter face of wall@1:4.Bury6" 'Lot F / Top of wall to taper down to existing grade at the end.) rii Area Drain = (Rim Area �. _ 7970 i ro ��� ,6.4........ r- + i as\ l+Zs6]s\ ` ?96g 10'-0"Ditch Easement 6�{� l � �.,." I ]ss4.o•+ / Main Floor �/�r l� 06• Limit of Disturbance 5'-0"Walkway " / a6..0� �9 (108 sq.ft.UNILOCK"Town Hall®"permeable pavers • I Finish Floor El.=7962.0' �( _`/�/ \ B "� or equal w/concrete steps.) ]��3 s+ C. \ n 967 .--- lc( /�► s63 " 7 • �/ Garage 96il ° Concrete Steps -Z g � 96 2'-6"Boulder Retaining Wall ;" ° (Two 6"Risers and One 12"Treads. • III Davis Color"Dark Grey"#860) ]s63 0'+ (o• L.=7 •1. ��/ • 8"to 3'Boulders.Batter face of wall @ 1:4. Bury 6" ON '" 01 / / ' ® Top of wall to taper down to finish grade.) aree Concrete Steps �A �\f/ " '"^° (Three 6"Risers and Two 112"Treads. ®� `�� _ _. Ij , ro �' Davis Color"Dark Grey"#860) ��I 7961 s+ � 41111) — o-�• / mZI —COL...ACCENORMS U LOVE • I ^ .... iir Lot C ..."..ro" .....wit•G DW.,....."....a"....AGLOW' .°,.. Window Well �.1 r / Carports/ Erltr �yzso s of s colored concrete , / �� / • i T.o w.-]sss as' 'constructed ov r living space, (F.F.EIev.=H.G.7962i r y All"/Sand finish.Davis Col r"D rk Gre"#860 4000psi @ 2a tley. /� © ) Estre,,, reel \�� / ` etl' 11111) ) / 14 / Existing30"Dilapidated Timber Retaining Wall '� '' L (o be replaced.T.O.W.=7960.0' Verify in Field )�-` '� � �j' _c Total height,from top of wall to footing,not to exceed 48".) .� ti • '96 p " >.U;,,. 1�%�' itry, �� H I N KLEY.&FR. .,•.•..,°".,"°.°°,..,°.<.•.°°.e.°. Auto Court ; � \ / / ', ,t w (Infield:582 sq.ft.UNILOCK"Town Hall®"permeable pavers or equal. • f N� '. _ vac L / my BRICK UGH.seoz.ez.LEG Pattern:"Running Bond".Color:"Basalt"Joint Compound:"Black Sand" Border:465 sq.ft.of 14"z 21"colored concrete border and carport, t \_ Sand finish,Davis Color"Dark Grey"#860.4000 psi @ 28 days.) e , —�w—A , / I a ® / �` �� �7 , ir\/_``J saw".. :,.w°® lima Existi mare oPe^Y l,ne•,� • , `05Iror ain.l06 Pr • ilitillitatre:=4/111111 --- r "...ate a�aimm. • .S. ...".11r 115011955i.. Gravel Area lid • ' •`• '� Utilities "< ..� sww: °""`THAT YOU CAN MERGE TOGETHER THE LIOXIIMO.FURNITURE. II ^ CI ,WE EMBRACE THE DEE1011 i r. 1g6s (to be relocated.) .,...."."°..."".,a."......a•.°".<o......"„.a....a.....""...,. ^e. row riire ~1 f.G 111 U ' Gravel Area 0 •^y �� Bio-Swale O �aters `• (r°n or storm water runoff•re.=]an.6.) i•+/ r Av .-• ___II GA s-Hue 18"Concrete Retaining Wall Ql, (Sand finish R801@ 28lwDGp9a k OW 6See Del) Step Light Lighting Legend Symbol Qnty. Type Manufacturer/item# Finish Fixture 9 Wall/Step Light Hinkley"Luna LED Step"120V 58506TT Titanium LED Date: February 22,2017 • Revised: March 15,2018 0 Path Light Hinkley 1518TT LED Atlantis Path Light Titanium LED December 14,2018 February 1,2019 September 26,2019 January 17,2020 %V o s :0 20 Note: Sheet: 1. The light source from all landscape light fixtures will be blocked from view with louvers and/or solid shades. 2. Circuitry plan by others. 3. Install Wall Lights 18" above finish grade. Scale:1/8"=1'-0" RA E IVED 20 ASPEN BUILDING DEPARTMENT Concrete band (4"x 10"colored concrete band. Davis Color"Dark Grey"#860 0 Permeable Pavers y (Install to manufacturers specifications.) ..........I ,p ko 7966 - -..—= - - - 7966 Q \ p '. . e n \\vll a 7965 - .2 - - - 7965 a Permeable Pavers: 570 sq.ft.UNILOCK"Town Hall®"permeable pavers or equal. C 9 0 0 9 • Pattern:"RunningBond".Color:'Basalt"Joint Compound:"Black Sand" 7964 - - - `` �i.o.w.=7esa.o'- 7964 • Install to manufatureres specifications. A - _ r • �u 1111.11.111�11u.r.1.n - Garage 7963 " ter, a a1 ame -- 7ss3 a 111,i-LuL,Lei=i=_ n4 ra.A.Aliu,I..u-,ou-,u i,u. 7962 - - --�u,�u ui w r-y-mr,u-w����Aµ._µ. _ 7962 U _71-17 .u�°,uu uu im iu a u, Im uu m�o, �T.o.W.=7eat5' ExistingGrade �ssi.o•. .0 7961Finish Grade-7esvo _ a,::1R� Tu-uu u,IIII- 7961 „ „ _______ ___75 u, iu iiu u,n•_ Topsoil m 1��t�a�i�� .a u, •u°u�m�y �„ 7960 - - - mL - - 7960 a ii,u, 1 u°m muu 2•Y.;•Y�iy T u u u -ie=,-" -- F4 ���m IIIIuu T 1111111 1111111111 mI m uu m iii uii m�i m,_____ I•_,„�r-,:=: 7959 - - - - - 7959111111 - ____---- 7958 7958 ii=Lu=L3.1•7L7°o m�i oruu-m I�im I�u��Lu=L=L L•�L°l°1lauu—_ u-m-uu-uu-u,.u..= "irlrl 111�,r���,r?�,rl,__--- I 14"x 21"Concrete Border: 14"x 5"colored concrete border and carport, Sand finish,Davis Color"Dark Grey'#860.4000 psi @ 28 days.) 101 - Retaining / Stone Fence Wall Section Scale:3/8"=1'-0" 102 - Driveway Section Scale:3/8"=1'-0" Proposed Spa See architects specifications. Step Light c 2'-10" "8" '-11/,'-21/2" 10"Concrete Band Concrete Steps: Mechanical Access Door J 8"Board Form Concrete Retaining Wall: 14"treads,6"risers - 1/2"chamfer @ corners.Board texture to be selected by owner. 1/2"Chamfer Td• e• a Reinforce as required by Structural Engineer. 4111) Entire wall height not to exceed 48".) 5 Pervious Pavers a Concrete Stepping Stone 7965 - - 7965 7963 - - - - n 7963 7964 - " 7964 7962 a 7962 7963 �m � ?:E11HIIT • 41111111) Finish Grade 2 'I't1•�• s N III III III �eI 7961 -a . . .. �M V= u,.§u - c II IIIIII .��1 1; }{_H}�—�}�_pi 7960 u11 - ➢ 79$9 7957—-—-—- I l u II1 WAI Nr - - lLL- WL J11L �II �� 7958 luu$n m,i - _ _ _ 7960 7958 - r Topsoil S — — — — 7950 � u1 _ o _— _ _ _—7957 1I hlr— �1111 IIII IIII II 1111.1111 IIII IIII III n II.IIF _ III III., - _ I ,III of L�,�IL taaa:r lf.�L .i717471�I..n n,.11 II: m' 7956—-—-—-—-—-—- -. —7956 7958 7958 ��}—IIII+I N 111--"11 III �l�I—ill lI1 ' ' '1141,nIu8.2.-'n2n.= u��yu L �— `.�=�`a —till- 1= Cilln 7957 - - - 7957 795$ IIII—IIII 7955 Ili,- -WI nil- French Drain: Drain to Daylight See Civil Engineers drawings for specifications. CA 4"concrete slab w/8"thickened edge. Il 4,000 psi @ 28 days.Set on 3"of 3/4"screened gravel. •II Amill CZ IIIIII 103 - Spa Section 104 - Entry Steps Section Scale:3/8"=1'-0" Scale:3/8"=1'-0" =....(( i••I 0 ‘..) CC: Proposed Spa V in p See architect's specifications for dimensions. Z set on 4"concrete slab w/8"thickened edge 10"Concrete Band 1..4 U 7965 - - - - - - - 7965 O O roe• e" Finish Grade 7965 - - - - - 7965 7964 - - , - - - 7964 kali 7963 - ll - Pr __1%1 4tIlir 7963 ., _11•__•u,�1�Jl�y. 7962 - - - �,L,tiurr 7962 -=--nrmF>r',i„=-,'ol=-"ui=�11i-iiiiTii ii "'i ,iuLii„,i„,iu'r' Date: December 14,2018 :,uiu°Im-uu-.=,iu-,n-'nni,,s= '�� _ _ ��, ••IIII 1.uu.uu.lu:-- 7961 _ .,•�..-- uyMu-u.--u_Lu_,-,na-. _ •--_.a u�..��,m _ iul• 7961 m uum , . 1 n11.1.n In In a In..• r 1 rr•■ �-u � ,�."�.- nJVn1,,, - 3 Revised: tembery 0,2019 , iiu �1m uu uu�uu°.min m uu m err ,� uu uu u u u 7960 - ax- xk*,3x.�",:(A1 ti:4ax..-xaxxk l - 7960 September 1330 2019 �u m L i s•."c. A,-3'NIU y.z fa z - r 1 November 13,2019 7959 - u a^."a oar gq" oars -so-so `1t3.ft v- tV - - - 7959 January17,2020 7958 _ _n''I i,iu---_-L„----m,r,�urL--- n.TaRait2---�Rr-rIIRL,�u-,�u .k L,nLu_ PIft11L-41 _ _ _ 7958 1 m,u _=11 _-u-m1111, 7957 - - - - - 7957 Sheet:T 105 - Spa / Stone Steps Section L Scale:3/8"_,'-D" Rf,EIVED 0 ASPEN BUILDING DEPARTMENT