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HomeMy WebLinkAboutFile Documents.743 Cemetery Ln.0011.2018 (48).ARBK Add this to this permit Proposed Storm Water Detention Area MENU/MI SPECIES MI COMMENT ACTION VALUE 1 Aspen 9 In building envelope Remove $1335.28 (See Civil Engineer's plan.) �T[3 -40 y - Y 2 Aspen 10 In building envelope Remove $2472.75 - tY 3 Aspen 13 Healthy Preserve - 18"Gravel Area co : 4 Aspen 7 Poor structure,limited growing space Remove 5807.76 (2"of road base w/1/2"crushed,washed gravel. 0 0 ,, `'; $ Aspen 1S Heathy Preserve - Edge w/4""roll top"metal edging.) >8j ` O /,10 a 6 Aspen 135 Heathy Preserve - I-4 ems\ � •t3/ `o 0 0 7 Crabapple 4 Heavy bear damage and ere Might Remove $oda Drainage Swale -p 8 Hawthorn 2.5 Oty ROW tree-will need to be moved for newdrkewry Transplant - (See Civil En?lneer'SPlanfor ® / /� ( k grading and drainage information.) 1� �\ C. c _ 9 Japanese Lilac 25 City ROW tree-will need to be moved for new driveway Transplant - ,/ l� ' Existing Trees i 10 Aspen is Dead,In building envelope Remove $Onto (TO be removed) . 11 Aspen 75 Heavy decline,in building envelope Remove $0.00 - • 8 II Aspen 0-5 Inbuilding envelope Remove Sng656 27,An / 787g,� CD 13 Aspen 14 In building envelope Preserve - Mulch Path 'jSl1W4 14 Aspen 19 Cbdanlnant w -j sj 15 Subalpine Fir 13.5 In building envelope Remove $557133 `L 16 Subalpine Fir 15 In building envelope Remove $7418]S , � ','L' V 17 Aspen 4 Below code Remove Soda Existing Trees gE '" ea$emen \ ! 7= �( 13 Aspen 45 Below code Remove am ��7] - sal i 19 Aspen $5 Healthy Preserve - (TO remain.) L ' a 7881-�y'-0"13 - ` 11 \al 20 Aspen 85 in bummng envelope Remove $178636 '-� p1opO Un.._ -•• __.�ssit -\ " ��� \\\ rn 31 Aspen 7 large trunk wound,in building envelope Remove $O.m _ i \ 22 Subalpine Fir 5 Healthy Preserve - CL• 7882-1 - ,- oil \v woo 23 Colorado Spruce 5 Healthy Preserve - II -' • >>�-i�� A, \ w O 24 Colorado spruce 95 Chin grown into trunk,In building envelope Remove $1487.77 , -•�- 25 Aspen 15 35hms-]dead stem,cnnspura present,trunk wound Remove $0.00 •• "' \ \� M\ a 26 Aspen Et - Poplar borer present Remove $O.m • - v Aspen g• Paphrbwer present Remove $aco �' ___ .1 - - `- M A� F be 23 Aspen 65 Dead Remove $0.03 88a, _ /-- _W s" w '-e a y 1 A � ,�o, 29 Aspen 7 In building envelope Remove $807.76 e _ ✓ 1) \ \ Imo_ - ' A- i Aspen 75 Healthy preserve - 7 �� _mayy i�7g8A/^ \ 11 A \ \ \ \ 1 '-�� 4 emove $158L56 en ealthy - Alil5) A\appllighdmdsomeuce - euce2i4 s" ems' xisng Trees in ROW�> ° ei /ine 4 A t_ - 1`rado Spruce it 1. . 111 �tod8 pole Pine 13.5 Despite double stem tree is wsaWbk Preserve �_ �� 1 4O!- ': [ I G'' /\ \ I ' per nowded "`moue $121164 Pro osed Residence _ 43 Cobradospmce 9 Healthy Preserve - (Rim Elev.=7882.17' 7''0° p +7884.0' ',,7883.8 \Center 1ne�- `, ��1 (Architectural Elev.100'-0"-Site Elev.7864.0') - �� 1 I dal u Na - (no tree) - - drain to daylight at detention area.) � \ t/ __- 43 Na - (no tree) - - 11 11 Dn1s,� 7882.75 \ 44 Subalpine Fe 115 Healthy Transpant Terrace 11---- Ilk $ �, s,, /+ __II__- -_ 45 Aspen 75 Dead Remove $um (605 sq.ft.of colored,sand finish concrete. 1 i >, /4LIt0 COUrf� F Taal mhigatlon:S 27.575.25 Color to be selected by owner.) peso• ice;. �, `-'(3,170 sq.k.UNILOCK"ECO-PRIORA""" x>g84 +7683.64' gao11, ct of ,�,�. �; �., �� 2'-6 permeable pavers or equal w/ �1�, I 1 . tip2•/ :40 --405 ss k.of 12"colored concrete border. I a\ QCZ - 301'Stone Wall � 1� I Pattern and color to be selected by owners.) ) ' Ri (Stone to match residence. 1 2�I`___ \ 8B? \ 7Sc0„ T.O.W.=7885.5� 0' IIII \ 8• City of Aspen Water Efficient Landscaping Standards �1 ���® M��s.4 1 �' r v �� i7s4,__ / 1f I \ 1 Soil Criteri • +: • one A \ 1 Soil Amendment: �p 11 �" �� 4r /�% Aa.Topsoil of irrigatedgrasses]includingCurt),shrubs,perennials,andannuals shallbe a sandyloamtoaO • Proposed Residence ,11 �"" �' 1 \\ \ depth of at least 6inches(6')coma' ng p r ( ) gyvolume. IIII n ' -- Inl atleast5 `cent 5%or anicmatterb r �11111,0020 1 Garage -- Clie - �R1.\ (Architectural Elev.100'-0"-Site Elev.7884.0') '� (Slab Elev.7882.5� m 1 b.Tree soil must be a sand loam and 36"des for areas where trees are lamed.The total soil depth shall 7880 have at least one to three percent(1-3%)organic matter by volume.(NOTE:If in turf,top soil should be 6" I • . ,____ 1 ,, '' r` and have 5%organic matter by volume.)In good existing soils,dig and turn the soils to three times theAl g WIW "0 dimensionof the root ball.hard or compacted sub soil or lower soil layers should be broken up to create T.O.Foundation=7884.0' y .1�' '18 I Ct soequat drainage and avoid popping water creating saturated and anaerobic conditions in she upper - 4 � _ m soillayer.In newly developed planting sites,soil depth shall be 20'diameter around the trees to a depth of 36 1111.1125-- $1F�g � . p c.Sod amendment organic matter shall consist of either Class I and Class II compost. I L ' a 'IV, +H 6 7883 g2. pTerrace I �11� t�r ::: a ;..• ernant , %4 V "---- 0 ��gIEL►� (800 sq.ft.of colored,sand finish concrete.) \ .ai_-, ' .; �, ��I o ^ = -m �b� 5 „U1GtyEa � � E d' F� co) ., Proposed Spa / 5`1i �e or ,� (Hot Springs"Grandee"8'4"x T-7"x 38"prefabricated spa \ a) Is „ ���\1u�� -- �' > ��gyIL� w/stone wall surround.T.O.W.=7885.0' Wit�f H. /- 2T-0 CZ m �/ 18"Boulder Retaining Wall .soy p Soil Preparation: Stone to match residence.) • _��� -' - / ,� m10���� �.,, - " i-_-- me (T.O.W.=7884.0� •mei a.Amendment shall be tilled to a minimum depth of six inches M. I`E 1 / /II b.Site shall be graded to within two-tenths of a foot(2/10ih')of the grading plan. • '' •• -/ �' 3'-D°Gravel Area 04 �� ' (2"of road base w/1/2"crushed,washed gravel. Area Drain Edge w/4""roll top"metal edging.) �{ '0 c.Site shall be tree of rocks and debris over one inch(1")diameter in size.Rocks and debris 0.5 inch(0.5'1 to \ t� (Rim Elev.=7682.75' �E- o inch(1")shall not exceed 5 percent(5%)by volume and gravel 0.6 inch(0.6'l)to 1.25 inches(1.251 , Drain to daylight at detention area.) I� shall not exceed 5 percent(5%)by volume.Panicles such as concrete,brick,glass,metal,wood or plastic •• r^ 41. greater than one inch(1")shall not be allowed.The total volume of these materials smaller than one inchirli Vl (1")shall not exceed 5 percent(5%). d.Site shall be free of dirt clods over three-quarter inch(3/4")diameter in size.Dryland _ lJ� L�_- yrak seed areas may contain dirt clods up to two inch(2")diameter in size. �►►, '-3 : CA Corkin L �� i.Stockpiling-Stripping and stockpiling of indigenous soil(topsoil)shall be required during construction Existing Trees "s CZ (except as waived by the City of Aspen).The replacement of this soil,plus additional soil amendments, (To remain.) lE are critical to successful plant material establishment,ongoing health,and efficient use of water through the life of the project. • 'N.i en CA e.The soil shall have no herbicides,heavy metals,biological toxins or hydrocarbons that impact plant growth Proposed Spa Z or exceed the EPA's standards for soil contaminant. Limit of Grading (Hot Springs"Grandee"8-4"x 7'-7"x 38"prefabricated spa O Existing Trees Mechanical Access Hatch WI stone wall surround.T.O.W.=7885.0' 1.All applicable soil criteria and standards shall be noted on the landscape design plan.Written verification of Stone to 71.match residence.) el' soil amendment type and volume is required.Projects with inadequate soil amendment and (To be removed.) (To span mechanical opening. preparation will not be approved. Member size to be determined by Structural Engineer.) CZ •Ll 8"Concrete Retaining Wall h p g.Removing sod and amending solid under protected trees requires hand grubbing no deeper g" 1o'-e^ (Reinforce as required by Structural Engineer.) than 4 inches.Any additional soil above existing gratle limited to a maximum 3 inches(3') ).y h.All Irrigation work performed under protected trees requires hand grubbing no deeper than four inches(4"). El7g05 - - - - - 7865 Soil Inspection: MIErM a.Soil inspections prior to installation of plant material may be conducted by the City of Aspen as deemed 7884 - , - - - - 7864 necessary and shall include a review of adherence to all criteria and pertormar a standards. �y b.Writtenct documentation reflecting approved volume and type of soil amendment is required upon Il."' II �� -� lille-:"----- 147 � #- Date: December 20a 2017 inspection. 7883- - �` �� ]883LillJulJul 1,1882-lit IIIIIIIIIII t 1 1i1� IIIIu1l IIII Lill- Revised: January31,2018 11111 II = 7882 February 13,2018 IIIII'll3/4"Gravel Backfill General Notes and Specifications H Meth.Access r I-IIII= Ah August 13,2018 7881 -IIII IIII - 1 II I ...■I'1y - - 7881 4 4"Concrete Slab 1. LOCATE ALL UTILITIES.Contractor shall field verify existing grades,utilities and conditions,and notify the owner of any discrepancies before starting IIII �. _ �__ =__ t _ � ,_ , IIII= 4,000 psi c�26 days work,making modifications as directed by the Landscape Architect.contractor will be required to complete the work of this 7880 jll ' -� 7880 project according to the proposed drawings,details and specifications.If conflicts arise in the field,contact the Landscape Architect IIII - IIII-IIII-IIII I II IIIIII= ‘IF '"""-IIII -IIII IIII-IIII-IIII-IIII-IIII,-ill' I"I' IIII=IIII =IIII IIII= for resolution.Contractor shall take sole responsibility for any costs incurred due to damage of said utilities. IIII III IIII=IIII_111 Il Nt1=µ' '1 "" IIII-IIII= Drain to Daylight 8"Thickened Edge 0 5 10 20 Sheet: 2. Verify locations and conditions of existing trees and plant material prior to beginning work.Contractor shall take appropriate measures to protect them and avoid compaction within the drip lines.Avoid cutting roots over 1"diameter.Existing plant material 4"Concrete Slab w/8"thickened edge. damage by contractor shall be replaced at contractors expense.Snow fencing shall be installed around the drip line of each existing tree. 1 01 - Spa Section 4,000 psi(128 days ,SEINED 3. Contractor shall be responsible for obtaining all permits. Scale:1/2"=1'-0" Scale:1"=10'-o" 019 ASPEN BUILDING DEPARTMENT Proposed Storm Water Detention Area (See Civil Engineer's plan.) u O. ' C32 ■ A ' 18"Gravel Area remove this from plan (2"of road base w/1/2"crushed,washed gravel. N �0 u• ° o e Edge w/4""roll top"metal edging.) ` oDC ®€ Drainage Swale ® �\ .1 �/ ° (See Civil Engineer's Plan for ® / /'1 G - grading and drainage information.) ®' \V t.� - c _ xisting rees -i (To be removed.) / �" w viii• ib, Mulch Path - -��• � ��� •, al v This tree is pleaseto be �' - --,' �•�e t l j �� r .-- City of Aspen Water Efficient Landscaping Standards removed- // t1 Tj' Existing Trees �- E-seine°t / '� % v (To remain.) remove from plans a issue•• 5 0" t�\t, ,.rw�c, 0 tl �`� � Native Grass Soil Criteria toped Uri t` �'�` - P• /�� :� !� ` O NatveG ss0,�®�' �� ...,12,,,t/4.2._ Soil Amendment O .. - -• - -��x� • -•I = '� • ; �\��..182�i_ ,� `\ '- t_�ative Gras r c 0" CD4... Transplanted R.O.W.Tree a.Topsoil of irrigated grasses(nclud ng turf),shrubs,perenn als,and annuals shall be a sandy loam to a b ' y .• Native Grass l ,o _— z�' \ `•'"IIIO . depth of at least 6 inches(6")containing at least 5 percent(5%)organic matter by volume. -• _— r - .,- N b.Tree soil must be a sandy loam and 36"deep for areas where trees are planted.The total soil depth shall • / \ \:_. 3 p>: have at least one to three percent(1-3%)organic matter by volume.(NOTE:If in turf,top soil should be 6" ' ' $ \`: r9 Y ) 9 9 9 >83\ / .. � �� ' -� - c,n.ru+sss" e'✓� \ \ ��• \ 0,and \ 7t Native Grass and have 5%o organic t matter volume In good existing sots,di and turn the souls to three times the 8 I, ^�dimens on of th root ball hard or compacted sub so I or lower so I layers should be broken up to create •rp r/ .. % S\• adequate drainage and avo d trapp ng water treat ng saturated and anaerob c cone t ons n the upper C • 1A9 v ' �� / g8A < \\ ' 'Vsoil layer In newly developed planting sites,soil depth shall be 20 diameter around the trees to a depth of 36" \ r i ' -- 1 i1 y\ / \ I —7c.Soil amendment organic matter shall consist of either Class and Class II compost. / �_� Gera e \ s 1 \ � wv9 ! \ , moo.. • F \ � �� "�I/G% (Slab Elev.7 82.5') A�� AV �� _ 16 Proposed Spa �,� �. Y \ (Hot Springs"Jetsetter'7,0"x 5,5"x 38" � r � \� ' � —� prefabricated spa.T.O.W.=flush w/terrace.) �Y \ '�, _ I \ \ • \ / Area Drain 1111\ Proposed Residence I A(RimElev.= etenti7 - p N�1 1Soil Preparation: drain to daylight at detention area.) (Architectural Elev.100,0"-Site Elev.7884.0') /•, \ w/ a.Amendment shall be filled to a minimum depth of six inches(6'), IR 1 , " r //!/!!!i ! Terrace 1 �� v / n !!!! !b Site shall be graded to w to n two tenths of a foot(2/10th)of me grad ng plan. (605 sq.ft.of colored,sand finish concrete. \ -8 1 ��� �' - • 1 AUtO Cot f / Native Grass c Site shall be free of rocks and tlebr s over one Color to be selected by owner.) ` "7g8qi Sod o +7883.64' 7a84.p+ r,o r� P �'.. ' (3,170 sq.ft.UNILOCK"ECO-PRIORAT" 1 /nch(1)diameter e s.6 i Rocks and 1.2 s O 5 nch.2 5")to � � pefineable pavers or equal w/ " t.,-.",\. • one inch(1)shall not exceed 5 percent(5%)by volume and gravel 0 6 nch(0 6)to 1 25 nches(1.25) C:. \ cablir 30"Stone Wald :#00:----1111\41;a1\.110;,,,,,,, ,,,,,,illit i �� 405 sq.f.of 12"colored concre[ border. ) / , Shall not exceed 5 percent(5%)by volume Particles such as concrete,bock,glass metal wood or plastic Pattern and color to be selected b owners. greater than o inch(1)shall not be allowed The total volume of these materials smaller than one inch Slone to match residence, ,GBi9 ( / � / ,(1")shall not exceed 5 percent(5%). T.O.W.=7885.5') n: at /� , \ 2 y Transplanted R.O.W.Tree ,,,,, /4 d.Site shall be ire of dot clods over tree-quarter inch(3/4)diameter in size.Dryland - ���' 1 Grass-i ;000,_.!..,„,„,,, �. / ' ` Iiseed areas ma contain d rt clods u to two ncn 2 d ameter m s ze 3 „,,,, p 90 rig gi.Stocky I rig St pp rig antl stocky rig of mtl genous so(topco I)shall ba requ red tlur rig construction �'A \l II p M. (except as waived by the C ty of Aspen).The replacement of th s so plus add t onal soil amendments, �q --- are critical to successful plant material establishment,on health,and efficient use of water through �� tIIII Ilk .. the l fe of the project ter'+ - 3 Wit 'a f� /��'+Y.pQ j�` `s`oer�c6`- -' 1 1' Native Grass e.The soil shall have no herbicides,heavy metals,biological toxins or hydrocarbons that impact plant growth _ �1�� 1110' � ,11 OJ /11 I � ++ or exceed the EPA's standards for soil contaminant. „ill,: I ++1 \ �// �� Pro osed Residence 11 �' I f.All applicable soil criteria and standards shall be noted on the landscape design plan.Written verification of C. r Zi f Garage e - -•c � (Architecturraal Elev.100,0"-Site Elev.7884.0') 9 / 1 \ approved soil amendment type and volume is required.Projects with inadequate soil amendment and '� (Slab Elev.7882.5') 1 / _} O preparation will not be approved. m �. 1 11 I abir. ' 7880 lV g.Removing sod and a appr v solid under protected trees requires hand grubbing deeper �1 ! "g8� it t T.O.Foundatuon-7884.0' I r010 1 / _ than 4 inches Any additional sod above existing grade limited to a maz mum 3 inches(3) t` -/ _ _ � sw h.All Irrigation work performed under protected trees requires hand grubbing no deeper than four inches(4"). $1Fg ��9� ��� � � - '���j • O �"""" � / ���./ Transplant SoilInspection: +H P 83 92`'` \��I d O a.Soil inspections prior to installation of plant material may be conducted by the City of Asp as deemed Terrace _ \tt -‘'"1:A' �' ' ����,���// ++`+ •-- �. • 5 V necessary and shall include a review of adherence to all criteria and performance standards . _ r�r�asement / �i�y�� ,. '.� (800 sq.ft.of colored,sand finish concrete.) Sod I . d, � �E•,.�.t~� -� b.Written documentation reflecting approved volume and type of soil amendment is required upon ' _n Cr/,. ,n .� J , ;� 0"Ut111t`J E ^�- inspection. > 11 I:I I - 1% ...www >� .r tea_6 / /.� ..-i��0 m %) i �� ` ..•.`r'�� _ 9yy 'r- Native Grass ,� ••pence i ,,tt, ' �;iS% �" `7�� ExtsCm9 0 Proposed Spa . .� \ �., ,3� ►��.a�, j" • -As (Hot Springs"Grandee"8'-4"x 7-7"x 36"prefabricated spa "., 1� ���\\� -.:............• ��•�• ��'%�' 2'zr = WI stone wall surround.T.O.W.=7885.0' ' jr ��1.0I- Stone to match residence.) �•h +'�' �� ,. ' - V 18"Boulder Retaining Wall O +a�;,� F S 1(x rf h _ (T.O.W.=7884.0')1otl rt1 ��� o ° / •Vl \ y '- Mulch Bed �:� Area Drain 3'-0"Gravel Area I '' /' - (2"of road base w/1/2"crushed,washed gravel. 1 o . (Rim Elev.=7882.75' Edge w/4""roll top"metal edging.) 0 N ` . — Drain to daylight at detention area.) City of Aspen Water Efficient Landscaping Standards aw1,� Plant Key rn III _oI%!'.. as. - .::.n:--..a_L:--.,s-:—:..-- *Water Usage Size Spacing Condition Non-Living General Landscape Design Criteria \�w 3 Quaking Aspen/Populus tremuloides M 3"cal. 5'min. Field Collected l Tv r1v 3 Quaking Aspen/Populus tremuloides M 4"cal. 5'min. Field Collected a \ ¢+ Existing Trees v Organic Mulch: tUD (To remain.) only see 5 trees on c`...' 746 C'1?4sO the plan...where is the 90"Tree Spade transplant a.Shall be applied at one(1)cubic yard per eighty(80)square feet at a depth of four(4)inches,and as lV 1 Existing Sub Alpine Fir(to be transplanted) sixth? 18' 10'min. p p appropriate to each species. Existing Trees A e0309b.Shall be applietl to the soil surface,not against the plant stem or high against the base of trunks to minimize (0.e e •V-d.) 1C tool Dye ofdisease. 1 White Fir/Abies concolor M 12' 10'min. Specimen e c.Organic mulch material includes bark and wood chips.Avoid mulch consisting of consWc[i0n debris such C F2d>. PLO,. N as pallets. " de�OF COIOP O, Cil -k 1 Norway Maple/Ater platanoides M 4"cal. 15'min. Specimen ��NDSCAPEPQ ~ Ilr O Inorganic Mulch: a a. Inorganic mulch includes rock,gravel,or pebbles. remove this from plan ® ` 2 Existing Deciduous R.O.W.Trees(to be transplanted) as shown 10'min. 60"Tree Spade transplant Landscape Architect's Statement: b.Rock mulch shall have a minimum depth of two inches(2). 41, I have complied with the criteria of the Water Efficient 10 Cheyenne Mockorange/Philadelphus lewisii Cheyenne® L #5 7'min. Full Landscaping Standards and applied them for the el efficient use of water in the landscape design plan. 38 Variegated Dogwood/Cornus Alba'argenteomarginata' M #5 6'min. Full to base Date: December 22,2017 15 Dwarf Globe Spruce/Picea pungens'Glauca Globose' M #10 5'min. Full to base OAF 8 Sunrise Forsythia/Forsythia'Sunrise' M #5 4'min. Full to base Revised: Febru Marcbl6,,2018 2018 PlantingNotes: 0 20 Fairy Queen Spires/Spirea thunbergii'Fairy Queen' M #5 3'min. August 13,2018 November 19,2018 1. Location of all trees shall be staked and approved by Landscape Architect prior to final installation. O 15 Froebel Spirea/Spiraea japonica'Froebelii' M #5 3'min. February 25,2019 2. Exact placement and shape of planting beds shall be reviewed by Landscape Architect prior to final installation. 0 15 Siskiyou Blue Idaho Fescue/Festuca idahoensis'Siskiyou Blue' M #1 3'min. - 3. Verify locations of all pertinent existing site improvements and utilities already installed prior to commencing planting work.If any !!!!!!! 300 Recommended Medium Water Use Perennials: M #1 18"min. %. part of the this plan cannot be implemented due to site conditions,contact the Landscape Architect for instructions prior to commencing work V�f�f�!!+ Shade:Columbine,Bleeding Heart,Hosta,Coral Bells 4. Four inch steel edging shall be installed between all grass areas and planting beds. Sun:Fox Glove,Red Coral Bells,Campanula,Iris,Shasta Daisy,Peony 5. All planting beds shall receive 4"small Pine bark mulch. III 10 flats Periwinkel/Vinca minor'Bowles' M F32 8"min. 0 5 10 20 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. 650 s.f.Bluegrass Sod VH L 7. See Civil Engineer's Plan for grading and drainage information. p 2,500 s.f.City of Aspen's Native Grass Seed Mix L REC.:EIVED 8. All sod and perennial areas shall receive spray irrigation with 100%overlap.This system shall be automatic. Scale:1"=10'-0" *Water Usage data source:GreenCO?CSU Crop Coefficient Survey 2004 019 Estimated Water usage for Plant:VL=Very Low u 25%;ETO L=Low 25%-50%;ETO M=Medium 50%-75%;ETO H=High 075%ETO ASPEN BUILDING DEPARTMENT Proposed Storm Water Detention Area (See Civil Engineer's plan.) 41#J A oremove this from lan aW/8"1/2"cru Area N p (2"of road base w/oll t crushed,washed gravel. \.0 ,10 v e Edge w/4""roll top"metal edging.) N R, >88� o / - Drainage Swale ®t3 � -0/ (See Civil Engineer's Plan for /'1 G 1 - grading and drainage information.) I � / \� `, c _ Existing rees -i cD (To be removed.) ' 3 4 �- 7379 (D • Mulch Path o m v This tree is to be - 'hell ii--` ` `,' removed- please _�/+� 'e71# et' M• . I " \ ' to © v Existing Trees remove from plans /� a {i1i Eas�rt X�r`�� (To remain.) 881.r��5 0 V ...,.oQ \` 1 ) t a) �" 882-� Alik®� s�� - "I��rrRZ� b �� O ! / � ea2�. may'/ `w�F� ® � \ ,'�t�'44) 1 N. • ___--- ............_ _____ ___ ._17.r %,..,_„......„„, -::%%,,,,% - < \ \\ Cy, , ':.„1„ �`r— A ‘— Garage \�\ °�� \\ �. �r'ytilS = �Il�iIP' i Slab Garage 82.5') �11 \� �\ .5./ \� /� / • Proposed Spa �, o; \� ii 7-1 \\ \ \ 1 ��_- /(Hot Springs"Jetsetter 7-0"x 5'-5"x 38" i �®t ' \ _ /\prefabricated spa.T.O.W.=flush w/terrace.) ;(it �lit —- 1 �1 \ .. \\ `\ I NigArea Drain �� III \ Pro osed Residence(Rim Elev.= etenti7' p 1 wdrain to daylight at detention area.) _,,,.y,,i (Architectural Elev.100'-0"-Site Elev.7884 0') ® 1 w (605sq.ft. Terrace ho1., 1 %�; ii��link \� \ / ,g9) 4 of colored,sand finish concrete. UM:. 1 1 CI Color to be selected by owner.) 78g4✓ o 7883.84' 7884.0s\V can c.,Apo.' i' 1 //, 1 gili 30"Stone Wall c =,, �Cn, (Slone to match residence, , �%' • ie, \\ ,�2 / / 1 T.0.W.=7885.5') �� it \ , �110 a ` - i''!` \', *fig ,, ..r ill i1 1 k- 0 20-, c. r—tdoitiiiiiii— ' Proposed Residence �11,,- 1. Garage \ ` � 1 -t -_-�.. (Architectural Elev.100'-0"-Site Elev.7884.0') . g ( \ I N 'i (Slab Elev.7882.5') I jib" 2 1 I 1 / —+7880 0 , i{; .k— •; 111— T.O.Foundarion=7884.0' 11 -s�,9iu"' ..10. �- ��,'I. i . VI ofir, +HP 8J92' � �Gi� �}//, A:•r::�T� Il Terraceii...‘''',1=.111...40.1\110'''''''''''17151_09:3, �/ 0 O �/ (800 sq.ft.of colored,sand finish concrete.) - �� a llCjITICII:\ yasemet ----------'. �'�� - \ it %/ oft Gty O ''�e� E y <C `s •• tee_ � AllFence �.. ^ : pSpa �� �' 11 - 01, w da`�� _ Exei �e V 1� pm'� _, ter► cz cup) .. (Hot Springs"Grandee" 6oSed 3.=885.0icated spa Y k $11 - 1 r - ,e q��� - \> ^~ w/stone wall surround.T.O W.-7885.0' I. _`1 - f�� /- 18"Boulder Retaining Wall a •O Stone to match residence.) j �"614 .� '� rr,t• (T.O.W.=7884.0') to \ CIO �• o - Area Drain ., - - Area Elev.=7882.75' • V0 \ /% ' Drain to daylight at detention area) p vs 104,400Vr....-1_40---- -------- h N co CO Existing Trees c3, C � (To remain. •ry Existing Trees To.e a ov-d. wATF�Frr,,F,,a ANDS,a STANDARDSaN,aa,>,N.N P m waTFx F F,,F�T�,>S AP,�STANDARDS. ORDINANCE Hydrozone Key: Irrigation Area: .Coe i ci w.....a...u.o,.o. �^. ..w...•^............ .M u.. =w.......Mu. ffw•.......w.....ua n,_„gym...u.. - Symbol Description remove this from plan n"..,0,°„ „„„,,"°',„„,„' m r 1 L^VH 2.500 S.F. a pv L __ J Very High Water Usage Total= 5,850 S.F. �.n.,.--, r `1 High Water Usage Not Applicable _� -_ _ a�^=" _.. ma,� �. -. umater Date: December 22,2017 L--J"rv„. ^,� ��. Usage ,v `a'w °u °" r-_, Revised: AMarch6,2018 18 ugust 13, aA .w., ....... _. .. w.„.._,^....., _ ...®,.,....w^„�"d.,�.A.o...m.,...,.,..® ..,,„,„,_. __ ..7w.........—.�.p—__,.,. L © Low Water Usage November 19,2018 1;,a.;W_.. . .M r -i Ah January 21,2019 ,,, „:„..,.., ._ .. . ... .. .... _ _ . .... .„�, O Very Low Water Usage Not Applicable February 25,2019 ... .. . . .. - ..., -- - - %. ". a.�. ,m - _ b �J 0 5 10 20 Sheet: .._"_. I ..._..._. ._. m 1 ,. L - CEIVED ,..",._.. w ..�_. Scale:1"=10'-0" _._, • .._,_ 1�o1:"1 1 III 019 ASPEN BUILDING DEPARTMENT Proposed Storm Water Detention Area (See Civil Engineer's plan.) u AoII remove this from lam aw/8"G2acel Area u1 n , b _p (2"of road base w/1/2"crushed,washed gravel. \.® �0 o e Edge w/4""roll top"metal edging.) N � p / =Drainage Swale ;:,r � j(SeeCivilngineer'sPlan for ;'sp +${. 0 q - radio and drains ainformation. itititititiniiisDuu. \6,188' �� � l,9 9 9 ) ltit loofsofsofson..... pRTufui'si+ \� 0i14i15sitisl15sI15sI15sI15sI15sI15si1MSta4{suet.Existing rees fmfimfimfimfimfimfimfio nit1,lt1,i1,lt1,a,..ifi15ll15t)15fi15fi15f SM5fi15fi15ftfS5mf5f.5ff15ff15ff;5fa. 3 (To be removed.) sofiofiof iHn� i,i niofio i! ,s!s 1is1is1is1islt!MR srDuirisiliD5iD5st�u7875ii''S't'S,'5iti5in5iiiiiiiiiiiiiiiiii iiiiiii, i0 a! !s!slsofios lmiiiiH C7 Mulch Path si;,llfitifitt15tt1mtlitifitiltl p .1n fm5�lttlit" +aq,, )s 1; 'tifitil; l tifitil;. ff01fi11fi11fi11fi11fS11fi11fS11lSm5ft1iilffS'"M ,.B n. im+I-Sf! 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A„'''-' 41 •\',,f 1�t ! �'.ttin'tntiit iiiiiii t[141;i`ft•'iaiiis'aiitiit i�iaiiaiiit. ..�_ s '{tt t,ss'uc�t'siet ;5mstm15 ' i5 i5iiit�oo''S: ° �. � )sip sYso{ilsnss[sin test tnstnst[tnstnst[snstnitnlsn. �!.. . ': - :.ors ',It" .,. ,In I ,ors imm sfmlmis , ouontt"mmm�t , - n5 Yuan seat sntsnanan.Mums Mananuttt ',_ �s,,,,,,_,,.�;� �. '� ,anon[ - ','�:,,s 35[�o t 1 +nn1 snssn tnstnst tnstnstnstnstns fstnst[t fstnitnlsnlsn • i!. _ -.-- - n;Ynntmtuttn5sn ,mono oaoaoaoaltmt nt o \. ..sous natrau ltna ltna ltna It mnatl:iu ltnatltn, s nrt � - --.-(�'" i ,6.z' •a 1,m1,nf nfsnfsnfsnl,1,1m,1 1,1,1,1,l,m °^t,ssn m„y :nn1t nssns nstnstnstnstnstnstnstnst[snit 'nstnstmm� nm 786 mU+' J-- ' ' ✓' \ , 51 'L Millit15st15st15st15,t namninanunant '.gMm15 mt \\ 'n�t nn5n tunannanuttntl,n5 ut1' {nitnt{. 53� -: ,.+t1, ••o _�:y! s1 1 `•' , � b`, . .. , a "' �:.n Milli nfsnfsnfsnfsnf fsnf nfsnfsnfsnfsnfsnf ` '�I �.t.`suss � '' nssnssnssnst stnstnstnstnstnstnstnstns, n ,tnstnstn [. ' •• .-"-•��� '�� - +1t ,�'� •f,'.r� '� ft _�./ '�.1,',t15ft15ft15ft15ft15ft15ft15f ft15'15ft15ft15ft15ft15ft15fl 4 � ,;j%t15f��. �. ':... 5ft15ft15ft15f 15ft15ft15ft15ft15ft15ft15ft15ft15f 5ftlm {15tm5tm5tm5tm +;; 11,- ..m :,0, r. t... ,,i' .,-,cfut mfimfimfttuttatuff[!+Sl+S[!+S[!+S[!+S[l+Smgli .t51ci[!S[3A -\ '. �Sm,1Sm1Sm1S'-1 [fmm�mmm�mn[f1 '"'4t nm14m14m14m14mf O °' � �•�' �pp sI1 sot - 8°' �� ,n usm � t 5 man mfHstuu seat �• t anm � m �a t. '{ nt' -- .-y83 '�� ;-��t fuii''M'-� nfsnfsnf Y, �--=1 S m r lmnnn5sn5sn5sn5sn5sn5s 5s 15sn5sn5sn5sn5snmnn ' '.m'.4,use Pryer 'tit fly 70,.. t- •�•. . oft - '('of fsnf sfmfmfRiMq si'4s ftsftsftsftsftsftlwu n`s! _,% ,sf•Si,SssSssn 1 Ystastastastasnllscm stss n tsslnenene,l ,,� zu m5,�' t$� _ r�>�� ,,,s fsnf�"'nsn5sn5st tit ��n.. � Y!✓ •mn�,lnn nanananananan 1n.,5sn snam � m �m :�. , A`1.4i. RtM 1s1 -"--•.r5;u"" fsllfsllf❑ amfsifs : nfs'fst (� '�s:'s' , ;,;, ;,, , t,'�; -. 1s.•::e,/ .nssn4'sGssnssn nstnstnstnstnstnst.instn [,t tnanananana �,.^ �•}r 15fi15 Yoram. _ .�.■[�mM({{gq[[ •-�'�15ft15ft151UYat}t14t15ft1 'j YmSBYs;sn5sn5sn ',m Varage '�\�. , Tri i+ nan'Ypnan'nnnannat 1Yttnan5l nm � m �5. d t! oi,::•°1� ,"i4,-- t""r,t+H� 885 a,`5,vit't`15ft1115St•••711f l+s„, 5f iif i„ G55,`iitil iiii a '' Slab per,7582 5 \!:. �,! , \ \ :„' i>iiAiifttii iAi Brim iit"tnif's ns 5iS'ttl5stAiii t.itfnif fitni " i, A"+t1 �, �rG3. this ililfiml 5„i,t'i,fim ,1tmltm , ,1tm1tml ,1t[ ,fist,,, ,,,+,,,,,m+,n ,�'' ' �pn�,... ssi•- ,-'nmy^.i ,mat ��� � ,.mYl tlittlitsittl)��otlit ittltit,�':�'1it1'' '1it11it1 st, .�'� :. �` ��� � - \ � 1 tssnan�.1Y nail [mmm�mnm�' '.4 msim ✓,t. ,_nous ,tnstnst ntnstnstnn ✓.. N�, '..� sseme5 t s1t j ,yty^' sismxunmat xnsn5sn5 n5sn5st smm�Y: n;'la '�,., ; � -_ -'.�1,nssnssn.. • . titi. ,f/:, ( ..'i+ , ',m :II 1 1 -G is:.� �,. � � 5smm�mnmt m �mt Mmmm�mnmM w. - � Yrw'P>«'^ nm5fm5Sm1Si1fSm5fm if fSm if11Si1t 1Si11Si11Si11Sif1Sf;imlSif ff)��liftl5t15f'Smf; fm{n. . \ �-. 114{litilitiliti,ttitttis st[fst[fst[fs4 f 4 : 1Mfs-":,.,, 1 +,�. ',s,n5sn5sn5sn5sn5sn n'Sh m n tattutsn5sn5sn5sn mis-,TRH''!.,,L ,+su+sm+sm ss+ tt„::. t .vet 1 -� �+ � Mbar{15fi15f 0 {4 11SfllSfl1Si11Si11Si1f i1 Siff i11Si11Si11Si11Si11Si11Si1 fmmm ',,. \ Proposed Spa +: ;�a ► �15®ititttittttt5tm II' un5sn5sn5sn5sn5snt rn5 sn5sn5sn5sn •5sn5sn.nsnf 5sn5sr- 5sn5sn5sn usi�msstl.+. -. et. t `' '`' ° • -1 15i5i15ft15ft - '1,tltttllftliftliftliftliftliftliftlif iif lfiis5ft 1Sf 5ft15 15Si11Si1fi 5ft15ft15ft15ft15ft15ft15ft1 'ft15f i15ft1n _ \ ::,ttl,r•(Hot Springs"Jetsetter'T-0"s 5'-5'x 38" r:: l lI . kna+sll+s!s f 1.,t+ill+sll+sll+sll+sll+sll+sll+sll+sd 1 11+s11+s1 \...�1l+ss+sll+sllfs11+s1!s,tiling sl!s!s!,:.;s1n,: - __ iiii prefabricated spa T.O.W.-flush w/terrace. 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' +{1 m1„ , , , , , , n,umumm n. r� -,f,f,f,f,tfn51n51n51n51n5f,5f' V1 •, ,o:� - � nao• +siltysl) 1..alititittttysn••- IN = Existing Trees • f1.' �' (To r_u,i .. HI N K L E Y.&FR. ,::1:�"....... ' (To be removed.) Existing Trees \ �i N remove this from plan CI hH I N K L EY.&FR. ':"EP.,P",PPe P ,.,DFCL: :, a HARDY ISLAND LOUVERED BRICK LIGHT 1594MZ-LED MATTE HARDYIBLAND LG.DLABBIC VATH _ Lighting Legend D ember 22,2017 LIGHT yiniZMz-LED - ate: Dec S.M.MATTE BRONZE „ECM 3 3 MA . Symbol Qnty. Type Manufacturer!item# Finish Fixture Revised: 3,2018 August 13,2018 MATERIAL: C.T BRASS LED IXFO: °COLOR�MP .Lao COLORTEM 0 10 Wall/Step Light Hinkley"Hardy Island Louvered Brick Light" Bronze LED Ah February 25,2019 1594MZ-LED CPI 80 DIMMABLE: �ESVtl1mmN - 6 Path Light Hinkley"Hardy Island Lg.Classic Path Light Bronze LED w 16022MZ-LED %. NY EQUIVALENCY: NOTES: PATENT:U.S PATENTS DIMMABLE No N.879,788 AND NOTES: PATENT VS PATEN, 8.082,,30W LED 5°=ED No Note: 0 5 10 20 Sheet: �. ET RATED RATED 1. The light source from all landscape light fixtures will be blocked from view with louvers and/or solid shades. T E' P E,OE6t,EP:< 2. Circuitry plan by others. L � "PC 600685"°"' 3. Install Wall Lights 9"(minimum)above finish grade. _Rif*EIVED .HINKLEY WE EMBRACE THE DESIGN PHILOSOPHY THAI YOU CAN MERGE TOGETHER THE LIGHTING.FURNITURE. Scale:1"=10'-0" AT HINKLEY.WE EMBRACE THE DESIGN PHILOSOPHY THAT YOU CAN MERGE TOGETHER THE LIGHTING.FURNITURE.«..C° PERSONAL APT.CC PERSONAL 019 STYLE ME HOPE YOU WILL BE INSPIRED BY OUR COMMITMENT T°KEEP YOUR'LIFE AGLOW' .TYLE.E."P+.oE.WILL EE INSPIRED BY"°.COMMITMENT T°KEEP YOUR'LIFE AGLOW ASPEN BUILDING DEPARTMENT