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HomeMy WebLinkAboutMaster Permit.1015 Waters Ave.0204.2019 (52).ARBK V , po : E U •\ x C CC ro • Existing Trees t .. (To removed.) ` " f 1968.64' ?I > Proposed 30" Boulder Wall E I is ," O\ p > (i.O.W.=7964.0') rj t r L i o •• •; .6 rn "o s m m f Existing Trees :09" / \ •\` k-* ° Ves (To remain.) - -'-I I po g6� p1�io���g2�10� �\ Unilock'Town Hall' Color:Basalt T \ Pervious Paver Image / 76 / \/ CI I ��j ‘ •• 9 �' Vi A \V P/d Y Existing Wall / i. ' !-y \`' �_, 1 \ \ \ ,� Pert tine - / / // - .6 \--- \�``7B6\-----Cz0— \ \\\, I O \ 79 l / :�� 970 •� Drainage Swale /i v \ (Slope at 2%min.) _ �} �a -'--� Deck Above, \'.\r'/ lart./S - / -El.=7970 62) 144 Window Well �� �.� 797p l q �,olIIIIIII1. i l s'// �j7969L o t F � 4 �. / �' 36" Hand Rail / 968 / j V �� , .l1:7967 �tI /rlktos...'5".....7 !'_ Concrete Steps Gravel Area r // v Main F l o o S �j 779 6 I 6 (Sand finish concrete.4000 psi @ 28 days Line area with weed control fabric.Edge area wl 4'metal top"edging. I O Finish Floor El.=7958.75' ( g p" g' g. 1.,:- �' � � 3"gaps to recelve grey 1"minus pea gravel. Fill area wl ci-2 of compacted road base.Cover with 2 of grey 2 minus washed river rock.) • ,0/111/4;9 96q Davis Color"Dark Grey 4860.See Detail.) 796 / ,0 ,\� �,. 7 rCity of Aspen Water Efficient Landscaping Standards Area Drain / i g � i 7 9Z9L 0 t C (Rim elevation=5959.5') " Gara e 1 /,'/%A 7961 96 / (Top of Slab=7960.0') Me / / / 79 Soil Criteria o.w.=las 2s• / `o // /j sp Concrete Pavers Stone Wall ' ) /, '' m ���!/ (2-9'x 8-0"x 4"poured In place,sand finish concrete. Soil Amendment: (8'CMU wall wl stone veneer to match residence. `' ��[ / /, ,/ 3'gaps to receive grey 2'minus washed river rock. T.O.W.not to exceed 48'above finish grade of the I / ///i y r 79 Davis Color"Dark Grey"9860,4000 psi @ 28 days.) a.Topsoil of irrigated grasses(including turf),shrubs perennials,and annuals shall be a sandy loam to a adjacent property.See Section and Elevation.) ., ' [" / / 66 depth of at least 6 inches(6)containing at least 5 percent(5%)organic matter by volume ` / [ Proposed 6 r-0" Wood Fence b.Tree sot should haveamnmum depth o73feet(3)Both topsoil and subsoil layers shall be sandy loam. :�•/ [ % 1B605 I6'and 4'horizontal Cedar slat fence.Both sides.Posts:4'-9"o.c.See details.) 1111) The top so shall be at least 6 inches(6)and have 5 percent(5%)organic matter by weight and subsoil �~ lilli /^� `may/ shall have at least one to three percent(1 3%)organic matter by weight. II Court Il 4r i `�'� } g59 C.A minimum of four4 cubicorris of matter so amendment thousand feet of Auto o ` h ', ' ����`i 1 () y organic per one- square 5,_ / //a� //,(( landscaped area shall be required as necessary to meet the 5 percent5%)organic matter specification. (Infield)578 sq.ft.UNILOCK'Town HallrE'permeable pavers or equal. ""./ /' , d� / ,y Pattern:'Running Bond'.Color:'Basalt"Joint Compound:'Black Sand' \ Entr [/ d.Soil amendment organic matter shall consist of either Class I and Class II compost. Border:363 sq.tt.of 14'x 5"colored concrete border, , ` "� 1 6 //�� ¢" PVC Culvert Sand finish,Davis Color"Dark Grey"5860.4000 psi®28 days.) r� `\ i F.F.EI,=7960.0') /` '�� e.Soil Evaluation and Improvement ' , I II /r \ , �` ram, (Blev.=59.5') The following soil evaluation dare ma be utilized it the ea applicant chooses to appeal the 1---\\ (` r wl g procedure Y project aPP PP i li /`` ,// /`�/e/ � standard soil amendment criteria and/or if the City of Aspen require verification of the soil 1_ ` amendment.The soil evaluation determines the condition of the soil related to texture,acidity,salts,and Existing Trees n s _ •� wl �� plant nutrient availability. (To removed.) L, t ' A is -• /N x• �. i.The applicant must discuss the appeal with the City of Aspen to determine the procedures and �4 O 12" �.`_`/ / submittal requirements. \\II The herapplicntslsubmit aextrineon itherr narrative fosoliaplaiing thea l and attach any9 ' /� 6 #5�14 _. ��_ // `'1B59i� c �r mation PP includingsite-specificPg P y s appeal 7 6 p6' \M7.") , Ar0 ////, "�//i��A �r= ---4.i �y (a)A soil analysis shall be conducted by a professional soil scientist at a certified soils laboratory. I �\_ 14" mo-� P°Se"'back 7 /// VV (bI Soil sample(s)shall be taken after over-lot grading,if applicable,and prior to landscaping. 11 ` \ \`` ''� `�f " k / 1 /�'o CI l (c)The soil sample must represent a uniform area.Differences in texture(sand,silt,clay),color, C lf \ Waft I' 4 slope,degree of erosion,drainage,past management practices,types of plant materials \•• `•, • \ /6/��1j�t�� jr' �, r� designed for each area should be taken into account when collecting the sample.The soil +1959.5\\� 17 ( ,1B58.B' COI Scientist shall determine the sample sites,depth and frequency necessary to reflect a —_� _ �\ ` d 11 representative Sample of the Site and to coincide with the plant material intended for the area in \••_ 6"a 0 / . / \� I t,T.O.W.=7962.25' CZ C114 the design.Recommended sampling frequency is no less than one(1)sample per five- f thousand(5,000)square feet.Any sampling less than this frequency shall be justified by the `7.0.W.=7963.25', ---/ 7959.25',7� .4114 St::: : Bnch .#1 soil scientist. Existing Trees �O ` �'g" 1,1951`Ir l 0.W=7964.0' NIMI (To remain.) 0 P/ ��� / ^' CI (d)The soil analysis shall determine the organic and inorganic composition of native/indigenous 1 ° + vein b w 12 41, ,7959.5' CI II) in landscaped areas,and shall include: Pettyy Line / 8i"W , �Z a/a7Bses' '! .1 6'"0" l �� Soil texture: ••7959�' •r85].5' �� ,��� (T.D.W.=7964.0') Total exchanget •i.O.W.=796225' (Z capacity; - 72, ,7959.25 3iI Conductivity; Organic matter; `��,` a10 Swale /�, Acidity;and Content of nitrogen(NO3,Phosphorus Potassium,Zinc,Iron Copper, . 5• I �, `r�//` ]957.25'•, O Manganese antlLme). ' �1/` UtilitiesIIV r ii The sot analysisinclude specific recommendations based on the soil test for the type of plant ill !T.O.W.=IBfi7.25' (to be reloCe to tl.)matey al to b g each landscaped area The type and volume of so I amendment shall be _ 2"4 /r�determ d by th l cent st and be tuns stem w th the ndigenous so l and the needs of the ' 1• '' O Cvkr) O plant materials in each area of the landscape. d` ry = w EM w.Upon receipt of the d,the City the City of Aspen shall approve or deny the soil amendment.If theftillill1111111111111111111 Cl.): amendment is denied,the Ciry of Aspen shall provide information to the protect applicant regarding 2' WeepHo eadditional requirements. • „Ill,r I (elevation=7958.25') ON IL Soil Preparation: CD 12,-0" 2'-0" Concrete Retaining Wall O a.Amendment shall be tilled to a minimum depth of six inches(6"). (Sand finish concrete.4000 psi 28 days <C) b.Site shall be graded to within two-tenths of afoot(2/10th')of the grading plan. �/t/ //'-3' 1111114 Davie Color"Dark Grey"6860,See Detail.) �l c.Site shall be free of rocks and debris over one inch(1")diameter in size.Rocks and debris 0.5 inch(0.5")to �/IY/a t e r / one inch(1")shall not exceed 5 percent(5%)by volume and gravel 0.6 inch(0.6')to 1.25 inches(1.25") Stone Wall shall not exceed 5 percent(5%)by volume.Particles such as concrete,brick,Sass,metal,wood or plastic 4 20'../4 greater than notexc nch(1")shall centnot be allowed.The total volume of these materials smaller than one inch /1 e /'� (6'CMU wall wl stone veneer to match residence. P P R OI (t")shall not exceed5percent(5%). // e T.O.W.not to exceed 48'above finish grade of the d.Site shall be free of did clods over three-quarter inch(3/4")diameter in size.Dryland adjacent property.See Section and Elevation.) seed areas may contain did clods up to two inch(2')diameter in size. Date: ebruary 16,2018 i.Stockpiling-Stripping and stockpiling of indigenous soil(topsoil)shall be required during construction Water Feature Revised ebruary 21,2018 (except as waived by the City of Aspen).The replacement of this soil,plus additional soil amendments, are critical to successful plant material establishment,ongoing health,and efficient use of water through (Double walled steel fabricated trough.Powder coat black.) the life of the project. e.The soil Shall have no herbicides,heavy metals,biological toxins or hydrocarbons that impact plant growth 0 or exceed the EPA's standards for soil contaminant. Trees To Be Removed f.All applicable soil criteria and standards shall be noted on the landscape design plan.Written verification of Specifications and Notes approved soil amendment type and volume is required.Projects with inadequate soil amendment and GeneralNumber Size Type preparation will not be approved. 1. LOCATE ALL UTILITIES.Contractor shag field verify existing grades,utilities and conditions,and notify the owner of any discrepancies before starting #1 1 0" caliper Aspen Tree work,making modifications as directed by the Landscape Architect.contractor will be required to complete the work of this Soil Inspection: ro ect accordingto the proposed drawings,details and specifications.If conflicts arise in the field,contact the Landscape Architect #2 10" caliper Aspen Tree f 1 P P 9 . P PSheet: p prior p y y o for resolution.Contractor shall take sole responsibility for any costs incurred due to damage of said utilities. #3 18" caliper TB D 0 5 10 20 a.Sail inspections to installation of lent material may be conducted b the ClCit f Aspen as deemed necessary and shall include a review of adherence to all criteria and performance standards. #4 1 2' caliper T B D 2. Verify locations and conditions of existing trees and plant material prior to beginning work.Contractor shall take appropriateL b.Written documentation reflecting approved volume and type o7 soil amendment is required upon measures to protect them and avoid compaction within the drip lines.Avoid cutting roots over 1"diameter.Existing plant material #5 14" caliper T B D inspection. damage by contractor shall be replaced at contractors expense.Snow fencing shall be installed around the drip line of each existing tree. #6 1 1" caliper TB D R CEIVED 3. Contractor shall be responsible for obtaining all permits. #7 14" caliper T B D 8 II Scale:1/8"=1'-0" 2 018 ASPEN BUILDING DEPARTMENT I\ ilk tip'' IlL 1 Ills iu, P _...._„„4.4 , CITY OF ASPEN w PERMIT SUBMISSION 1015 Waters Avenue n n n ® n 6 Aspen, Colorado 81611 7 7 7 i EAST ASPEN SUBDIVISION LOTS D & E BLOCK 41 1 I Parcel ID#2737-182-82-002 ARCHITECT Gretchen Greenwood Architect 1 I I I I 210 South Galena Street Suite 30 Aspen,CO.81611 ® — — A 0:970-925-4502 M:970-948-2081 ggreenwood@ggaaspen.com ,,,,r�5/,,,,.r nn' '''' r ,,,;,,,, „,;�)/) „�„,, ,,��,, 1/ ,,,,,„,, ,/,,,,,,, ) ,/,/,/ ,,,,,e„ l ,,,, ,,,,�, L),,,, ,,// >, l s„,s,,„ ,,,,,,,1 7d/,//,//,/ d SURVEY ENGINEER --; 7.)BATH 6 I I TUTTLE SURVEYING SERVICES 006 727 Blake Avenue �_1 i Glenwood Springs,CO.81601 © — — _* I \�� L. _ 3— — — © 0:970-928-9708 jeffss-us.com iioiiioiiolii ILLJ/D /*/////' CIVIL ILtENGINEER �t.oFIN.PLR.EL.:86'-I0}" / BE 12 OM 3 % / ,• Mountain CrGrand ss Engineering 0:970-9 G 003�A BAR/BILLIARDS AREA o tAFIN FLR.EL.:e6'-I0 hris@m4oun544 rosy-eng com58 STRUCTURAL ENGINEEER O 004 A 1NpRT ,D009 �3 O Landon Ande on aP Engineering Ander 448 Elk Run Road 5 r I- •.' 0009 jioioiiioioiiioioioiiioioiiio I n o r New Ca tle,CO.81647 j 0:970-984-0320 M:970-355-4062 O .. oiiioiiioi/— ' LOWER HALLoil — Op landon@anderson-engineering.com 013 MECHANICAL ENGINEER M.Blaine Buck. ioioiiioioiiioioiiiiiioioi/ Bighorn Consulting Engineers 569 S.Westgate Dr.Suite# /riiioioiiioioiiioioio1 TI G I Gr 9 0 41 Junction,CO. FO[98 5051-19514 E / ELEV. / %���������������������000ioioom ii % — LANDSCAPE ARCHITECT O ` ml6 CLOSET 5 I, 0 Richard Camp BEDROOM 4 P.O.Box 958 ECI 1 1 ISERS 013 % 010 ® BATH 4 2 3 0:970 963 71223 richard.rcla@gmail.com % /• . eii CONTRACTOR . v2 EA. GENE _ _ oFIN.PLR EL.: 6-Im}^ Hendrickson Construction 130 Primrose sAspen,CO. 11 0:970-2744-6324 •:% , oF R EL.:se-10 '-'1 chris@hendricksoninc.com TH BATH 1— -0 % 4 — O ,.0 CO(4� 4"---H vi / CLOSE4 012I STAIRS I I I I tiP4 \018 . &269 T • 100 SQ.Ft. �.. SED • COPY RIGHT:Gretchen Greenwood&Assoc,Inc. , j v v ISSUE DATES APPRO7i 201: DSSUBMISSION I I 7 _ (..j) / 1 ® / (..jD (ID VISION DATES 1 _ RDS LO = LV L COIR FL 4\ 5CAL 1/4II = 11=011 LOWER LEVEL / FLOOR PLAN RECEIVED A-1 0 1 04/06/2018 ASPEN BUILDING DEPARTMENT I\ 'ti \ IlL Alk r W Ills 1. iwip!-Fel ___1 _mi, _,•_,," CITY OF ASPEN w PERMIT SUBMISSION 1015 Waters Avenue Aspen, Colorado 81611 1 TEAST ASPEN SUBDIVISION 1m-A, T ® 0 BLOCK 41 LOTS D& E GARAGE PLACEMENT I Parcel ID#2737-182-82-002 2.d)Set Back Garage 45'-0' 13_4, p IN REASED SIDE SETBACKS AND REAR SEEP DOWNSTEPS TO ONE STORY ARCHITECT Gretchen Greenwood ld I cL 210Sout Gale a a Street Suite 30 �Q Aspen,CO.81611 LL 0:970-925-4502 M:970-948-2081 Q — — — oioiiioioiiioioiiioiiiioiiiioioiioioiiioioiiiiiioioiiioioiiioioiiioioioiiioioiiioioiiioo� - 7 — q� ggreenwood@ggaaspen.com 5- II ri SURVEY ENGINEER I I a, G�nwood Sp Blake Avenue ngslSERVICES COO.81601 Tn W BO — — HEATED bRIVEWAY iiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii11 i� e — © MGj C0 VI@L ENGINEER N 11 I MASTER BATH 826 z Grandr AveEngineering wtt luf1 r uj 970-945-5558 4 PRIMARYMOST I TtUO-GAR GARAGE 0:970-945-5544i@� oun oss-eng corn U FRONT WALL 02 STRUCTURAL ENGINEEER � �$TLZEET FACINrs ADE DECK,Q5OYE W C I �T.O.PLY:EL.C100'-0" % , ) O AndersonElk R Structuralc Engineering 448 n ad r I WC LUC Landon Anderson P.E. MASTER BEDROOM I New Castle,CO.81647 'U II I I III 112 C 108 cn 0:970-984-0320 970-355-4062 61 00 W landon@anderson-engineering.com 1 D i i iiiiioiioiooioiooi ooii000000ioo oiiiiioioiiioioiiioio i G A D O O MECHANICAL ENGINEER r jiio/ M.Blaine Buck. ng m IS Q I / 569 S.Westgate Dr.Suite#rs p I4 FIN.FLR 98'-9" W Grand Junction,CO 8 505 2 W FRONT MOST ELEMENT MUD 101 I N 0:970-241-8709 F:970-241-9514 blaine@bighorneng.com © rioioiiiiiiiiiiiiiioii Y 104 DOWNI. MAN HALL Richard CAPE Camp ARCHITECT iiiioiiq i E 105 �� 2 RISERS :; P.O.Box 958 Q Carbondale,CO. 81623 grii �iii ioioi oi� O m I- III tu I (COVE ` I % % 0:970-963-7123 richard.rcla@gmaiLcom GENERAL CONTRACTOR iii n Q W FRONT MORIMARY ST UTALL LDG. II 103 UP FIN.FLR mm'-0" ®2 RISERSA """""' % MASTER CLOSET 1 30 Primrose Pathtruction 'V O UP �T.O.PLY:EL.:99'-9" FIN.FLR.96-8 I2" / a0:970-2744-6324 A Aspen,CO. 11 STREET FACING FADEDECK ABOVE I I I IT RISEFRSS Chris@hendricksoninc.com W p — — I FIN.FLR.99'-II�' s . V % )3ATH Y,,,��,,,,,,,,,, % .... , ., . „.... ,,,. . — JEEDROCM u FRONT MOST ELEMENT I I I I I 2 10i III a �,,of coio._ u- 0 STAIRS I I I I I ;`P�Oo\ S�9 W I k� III �,,, � ) 1,,, % , o /� d � iiioioiiioioioDiodiiiidioiDiiii/iiiidor✓liio/iiii iio ioiiioiioiioii, y c G 84696 ED roe COPY RIGHT:Gretchen Greenwood&Assoc,Inc. `VX I ONE STORY ELEMENT INCREASED SIDE SETBACKS AND REAR STEP DOWN STEPS TO ONE STORY ISSUEDATES PERMIT 3/2/2018 RDS SUBMISSION FRONT MOST ELEMENT I I I o o / 1 o PP ROVE S REVISION DATES 419 MAf\ LEVEL FLOOR FL4\ RDS scAL 1/4H - 11_011 MAIN FLOOR RichtilD A_1 024/06/2018 ASPEN BUILDING DEPARTMENT I\ '\ IlL I 1111$ p-'111 CITY OF ASPEN w PERMIT SUBMISSION 1015 Waters Avenue Aspen, Colorado 81611 EAST ASPEN SUBDIVISION O O 0 BLOCK 41 LOTS D& E Y T T Parcel ID#2737-182-82-002 45'-0" r 13'-4" I INCREASED SIDE SETBACKS AND REAR STEP DOWN STEPS TO ONE STORY ARCHITECT Gretchen Greenwood Architect 210 South Galena Street Suite 30 W Aspen,CO.81611 Q 0:970-925-4502 M:970-948-2081 U I I I I ggreenwood@ggaaspen.com SURVEY ENGINEER TUTTLE SURVEYING SERVICES i y '� AO �i�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii I I a — O 727 Blake Avenue > r Glenwood Springs,CO.81601 CABINETS UPPER AND LOWER 5 N a 970 928-9708 Z FREEZER DWRS.MW DWR L ENGINEER NO — DW K�� 20T - P� 7 _ O 8261 Mountain CrossGran Ave.Engineering 1 I I Y09 Ew RISERS•9" Glenwood Springs,CO.81601 E I OVEN COOK TOP OVEN___ DIM2S PoM. % n READS®I>." chris@mountaincross-eng.co STRUCTURAL ENGINEEERm0:970-945-5544 58 n PRIMARY BLDG. I u 7T�sH Landon Anderson P.E. FRONT MOST WALL a '�r�STREET FACING FACADE I ` i 448 Elk Run trRoadal Engineering 70//////'" ram---v,����0�0���, % ————, — O 4-0320 M: 62 ' as REFRIG N.FLR.IIB'-4" uPfit 0:laandoNew Castle,CO.81647 n@anderson a gi eering.ccom l7 PANTRY T T.O.PLY:EL.:110-I" iN MECHANICAL ENGINEER IM.Blaine Buck. f _————��� �������������������������������� Z Bighorn Consulting Engineers a, 0 Q BAST �p0U1DER — N 0:9 0 41 Junction,- 0 Grand 8709 F::970-2410 569 S.Westgate Dr.Suite#-9514 m Q w % 9RE 204 /i' DECKat RchDS@CAPEard pARCHITECT ea P.O.Box 958 6LEV. OVERHANG ASIOVE i 202 Carbondale,CO. 81623 —I a CD ———— jJ oi O:970-963-7123 richard.rcla@gmail.com 0 UPP210DECK GENERAL CONTRACTOR Hendrickson Construction 0 7, — 111 loFIN.FLU.IIO'-3 I/4" 130 Primrose Path is, oc E I OPEN TO BELOW,v w PRIMARY BLDG. ROOF Aspen,CO. 81611 0:970-274-6324 Q FRONT MOST WALL I BELOuI chris@hendricksoninc.com STREET FACING FACADE • W / — e / F �i _ P��pf C0 O=1 \ 0 3-Im y GreEdp� U 2 FRONT MOST ELEMENT (� a 1 T� I u_ U n TREA�s e 11' Qe FP " 8ft696 Z , W 0 L '1 I. rooD0000i�iooio�oiioioiiioioioiiioioiii j ooioiiioioiiioioiii//////�——— — — O ED PRCa > j COPY RIGHT:Gretchen Greenwood&Assoc Inc. G Ge 6 I I ISSUE DATES PERMIT 3/7/2018 RDS SUBMISSION 0 6' 45'-0" AP P ROVE 0 ONE STORY ELEMENT INCREASED SIDE SETBACKS AND REAR STEP DOWN STEPS TO ONE NE STORY FRONT MOST ELEMENT I I 1 1 �1.� REVISION DATES 0/46 ICD / / / ® (j3 D RD S UFF L V L LOOK F_4\ UPPER SCALE: 1/L11 - 11 =011 FLOOR RdaktilD A_1 034/06/2018 ASPEN BUILDING DEPARTMENT I\ Ilk tip'\ IlL lIl11s p-E II CITY OF ASPEN w PERMIT SUBMISSION 1015 Waters Avenue Aspen, Colorado 81611 EAST ASPEN SUBDIVISION BLOCK 41 LOTS D& E O T 0 0 ® ® 0Parcel ID#2737-182-82-002 I I I I I ARCHITECT Gretchen Greenwood Architect 210 South Galena Street Suite 30 Aspen,CO.81611 0:970-925-4502 M:970-948-2081 ggreenwood@ggaaspen.com I I I I I SURVEY ENGINEER ® — — J I — O TUTTLE SURVEYING SERVICES 727 Blake Avenue r— 7 7 Glenwood Springs,CO.81601 0:970-928-9708 I jeff@tss-us.com CIVIL ENGINEER © — — — 1.125/12 _ — — Mountain Cross Engineering ROOF SLOPE I I © 826 z Grand Ave. I SUNDANGE Glenwood Springs,CO.81601 I PRADA 0:970-945-5544 F:970-945-5558 I 1-10T TUB chris@mountaincross-eng.com — I STRUCTURAL ENGINEEER I DECK • Landon Anderson P.E. R I 13 Anderson Structural Engineering 448 Elk Run Road O — — — LL .1 — cO New Castle,CO.81647 II 11 0:970-984-0320 M:970-355-4062 5/12 landon@anderson-engineering.com I I 4 ROOF SLOPE MECHANICAL ENGINEER M.Blaine Buck. n ng s — L - r O 569 Sr Westgate)Dr.Suite#r1 Grand Junction,CO.81505 cketcbefi I 0:970-241-8709 F:970-241-9514 1 1 I I I blaine@bighorneng.com I I I LANDSCAPE ARCHITECT r Richard Camp P——— P.O.Box 958 5/12 Carbondale,CO. 81623 O — L=___ LL- ROOF SLOPE _ O 0:970-963-7123 richard.rcla@gmail.com 1.125/12 L�—— GENERAL CONTRACTOR Hendrickson iI ROOF SLOP I 30 Primrose Path truction Aspen,CO. 81611 0:970-274-6324 chris@hendricksoninc.com I II FLAT ROOF I FLAT ROOF I I -- • I I ��,of coin © - - - _ 0 �� %�. TeMiagen I1 �s � L 1 J O COPY RIGHT:Gretchen G�.reDe woody&Assoc,Inc. I 1 r _ ISSUE DATES I I I I I PERMIT 3/7/2016 RDS SUBMITTAL I I I PPR N E b b 1 o 0 A /mb ,..,.._ D BOO -V LOOK FL 4\ RDS SCALE: 1/z" = 1'=0" ROOF DECK ROOF PLANED A-10404/06/2018 ASPEN BUILDING DEPARTMENT I\ ilk tip'\ IlL 1 11111 alpz1 CITY OF ASPEN w PERMIT SUBMISSION 1015 Waters Avenue Aspen, Colorado 81611 EAST ASPEN SUBDIVISION BLOCK 41 LOTS D& E Parcel ID#2737-182-82-002 ® O O O © O O 39'-6 ARCHITECT Gretchen Greenwood Architect OY_-RALL URN OF BUILDING 210 South Galena Street Suite 30 I n-3 I I 22-3^ I Aspen,CO.81611 WIDTH OF GARAGE 1 WIDTH OF LIVING AREA 0:970-925-4502 M:970-948-2081 ggreenwood@ggaaspen.com SURVEY ENGINEER TUTTLE SURVEYING SERVICES 727 Blake Avenue Glenwood Springs,CO.81601 0:970-928-9708 '//j2///2, jeff@tss-us.com j ///// CIVIL ENGINEER // // Mountain Cross Engineering // / 826 z Grand Ave. Glenwood Springs,CO.81601 0:970-945-5544 F:970-945-5558 // /, chris@mountaincross-eng.com //'. "' /i STRUCTURAL ENGINEEER I I I I I I I 1 // UPEPR LEVEL TO PLATE: EL.: 119_-10" I ,./ TOPLATE: EL.: 120'-1 I/2" Landon Anderson P.E. _ /, Anderson Structural Engineering 448 Elk Run Road // New Castle,CO.81647 // 0:970-984-0320 M:970-355-4062 // landon@anderson-engineering.com // MECHANICAL ENGINEER _ ,/, M.Blaine Buck. 1 I / Bighorn Consulting Engineers // 569 S.Westgate Dr.Suite#1 i/ Grand Junction,CO.81505 J ll l I '// 0:970-241-8709 F:970-241-9514 MAIN LEVEL T.O.FIN.FLR.EL: 11010 4 " — ,/\ ' //'/J/'/)i ' ///j// UPPER LEVEL T.O.FIN..FLR.EL.: II0'-4 "$ blaine@bighorneng.com ///,// /// , ///,// //. • I I I I I LANDSCAPE ARCHITECT ) ! Richard Camp P.O.Box 958 / / Carbondale,CO. 81623 0:970-963-7123 richard.rcla@gmail.com / 6 GENERAL CONTRACTOR / 9 Hendrickson Construction \ • 130 Primrose Path Aspen,CO. 81611 0:970-274-6324 IFS.FIN.CONC.a GARAGE.EL: 6 " I / \ MAIN LEVEL T.O.FIN.FLR.EL.: 10�' 0 1'$ chris@hendricksoninc.com 44'' I 1 EXISTING GRADL/ FINAL GRADE EXISTING GRAD/ FINAL GRADE FINAL GRA1 1 1960' 1959'-6'1' 1960' 1960' 196 ��pf CO y Greteheri 1 I ED PR" COPY RIGHT:Gretchen Greenwood&Assoc,Inc. ISSUE DATES PERMIT 3/7/2018 RDS SUBMITTAL LOWER LEVEL T.O.FIN.CONC.EL:86'-10 2'_ _LOUDER LEVEL T.O.FIN.CONC.EL.: 66'-10 I-"2� L APP RCVE REVI ION DATES # 010Le — \O T _ S _ _ T _ VATION RDS SC4LE: 1/LII = 11 =011 NORTH ELEVATION'ED A_2 O 1 04/06/2018 ASPEN BUILDING DEPARTMENT tip' _ 1 \ __=. AIlL - 1 11111 -v Tr!ypI CITY OF ASPEN w PERMIT SUBMISSION 1015 Waters Avenue Aspen, Colorado 81611 EAST ASPEN SUBDIVISION BLOCK 41 LOTS D& E E 45'-0" 0 0 Parcel ID#2737I\ 182 82 002 INCREASED SIDE SETBACKS AND REAR STEP DOWN ARCHITECT Greenwood Architect I 10'-0" f 210 South Galena Street Suite 30 GARAGE PLACEMENT Aspen,CO.81611 2.d)Set Sack Garage 0:970-925-4502 M:970-948-2081 ggreenwood@ggaaspen.com SURVEY ENGINEER TUTTLE SURVEYING SERVICES 727 Blake Avenue Glenwood Springs,CO.81601 0:970-928-9708 jeff@tss-us.com CIVIL ENGINEER Mountain Cross Engineering r'' 1Lf 7 /j/� j;js 826 2 Grand Ave. /%///!/,%&% /,i/,/ G�// 0:970-9455544 F:970-945-5558 enwood Springs,CO.81601 ROOF PECK LEVEL T.O.FIN.FLR.EL: 12O'-8" , , . I " I I I chris@mountaincross-eng.com . _F . _ T.O.PLATE EL.:.119'-I STRUCTURAL ENGINEEER Landon Anderson P.E. Anderson Structural Engineering 448 Elk Run Road New Castle,CO.81647 0:970-984-0320 M:970-355-4062 landon@anderson-engineering.com 1 MECHANICAL ENGINEER M.Blaine Buck. UPPER LEVEL T.O.FIN.FLR.,EL.: 110'-41' I I I I I I I I I ' Bighorn.Westgategang Dr.Engineers#1 UPPER LEVEL T.O.FIN.PLR.EL: 110� Grad uion,CO.Suite1 #1 Grand Junction, O 81505 0:970-241-8709 F:970-241-9514 I I blaine@bighorneng.com LANDSCAPE ARCHITECT Richard Camp P.O.Box 958 Carbondale,CO. 81623 0:970-963-7123 richard.rcla@gmail.com GENERAL CONTRACTOR Hendrickson Construction _ 130 Primrose Path I I I I I I I I I I I MAIN LEVEL T.O.FIN.FLR.EL. 100'-0" Aspen,CO. 81611 MAIN LEVEL T.O.FIN.FLR.EL. 98'-8 I/2" (T.0.PLY EL: S9'-9") 0:970-274-6324 �r chris@hendricksoninc.com 1 I ED Aft COPY RIGHT:Gretchen Greenwood&Assoc,Inc. LOWER LEVEL T.O.FIN. EL:%-IO i LOUJER LEVEL T.O.FIN.CONC.EL: 86'-I ISSUE DATES ] PERMIT 3/7/2018 RDS SUBMITTAL r__1l__, r_LLL, APPROVE REVISION DATES AST UV4TO\ RDS _ SCALE: 1/411 = 1l_O11 EAST ELEVATION'ED A_2024/06/2018 ASPEN BUILDING DEPARTMENT I\ ilk tip'' IlL A 1 11111 -L_wilitpx t-If P _...._„„..4 , CITY OF ASPEN w PERMIT SUBMISSION 1015 Waters Avenue Aspen, Colorado 81611 O Q O O O O Q EAST ASPEN SUBDIVISION BLOCK 41 LOTS D& E 5-m ; 29'-6" s-m" Parcel ID#2737-182-82-002 SETBACK ONE STORY STEP-DOW SETBACK 1 ARCHITECT Gretchen Greenwood Architect 210 South Galena Street Suite 30 j 1 1 Aspen,Co.81611 0:970-925-4502 M:970-948-2081 ggreenwood@ggaaspen.com I SURVEY ENGINEER TUTTLE SURVEYING SERVICES A 727 Blake Avenue Glenwood Springs,CO.81601 0:970-928-9708 jeff@tss-us.com CIVIL ENGINEER i/ /// Mountain Cross Engineering %// ,, j��// j % 826 2 Grand Ave. ���"` `'/" ROOF DECK T.O.FIN.FLR.EL.: 120'-8" Glenwood Springs,CO.81601 1 0:970-945-5544 F:970-945-5558 chris@mountaincross-eng.com STRUCTURAL ENGINEEER Landon Anderson P.E. Anderson Structural Engineering VIIIP j'11r 448 Elk Run Road ,J New Castle,CO.81647 f f fh,, 0:970-984-0320 M:970-355-4062 f,lrr//lf r �j/����� landon@anderson-engineering.com i" ��� '%%i'%%%j'/,�,�/%'%%'� // / %/ f% / ;' �jj/%' MECHANICAL ENGINEER �%;%; ��'%/j%,,// ;j///% ///, % I M.Blaine Buck. �'% .,,/z,%;/c,& ACO / %;,I____ r„%i% 4 /�/% Bighorn Consulting Engineers UPEER LEVEL T.O.FINFLR.EL: IIE' 4" I UPPER LEVEL T.O.FIN.FLR.EL.: Il0'-4 ' �'— '1 $ 569 S.Westgate Dr.Suite#1 Grand Junction,CO.81505 J L 0:970-241-8709 F:970-241-9514 blaine@bighorneng.com LANDSCAPE ARCHITECT Richard Camp EXISTING GRADE P.O.Box 958 19611 Carbondale,CO. 81623 0:970-963-7123 richard.rcla@gmail.com GENERAL CONTRACTOR - Hendrickson Construction 1 - _ 130 Primrose Path Aspen,CO. 81611 MAIN LEVEL T.O.FIN.FLR.EL.:.98'-8 I/2" . . . MAIN LEVEL T.O.FIN.FLR.EL: 98'-8 1/22"" 0:970-274-6324 EXISTING GRADE / chris@hendricksoninc.com 1961' EXISTING GRADE 1960' yGreteheri 1 I ED Aft LOWER LEVEL T.O.FIN.CONC.EL. 06'-10 ° LOWER LEVEL T.O.FIN.CONC.EL.: 86' 10 fl COPYRIGHT:Gretchen Greenwood&Assoc,Inc. ' - —I L_ $ ISSUE DATES J_ ,3_1__, L_ 1 J PERMIT 3/7/2018 RDS SUBMITTAL AP P R OVE REVISION DATES ( ----, SOL T] L VAT O\ 4 L VAT ON i SCALE. 1/411 = 11=011 RD S SOUTH ELEVATION'ED A_2034/06/2018 ASPEN BUILDING DEPARTMENT IlL 1 11111 -v lirypI CITY OF ASPEN w PERMIT SUBMISSION 10150 Waters Avenue Aspen, Colorado 81611 EAST ASPEN SUBDIVISION BLOCK 41 LOTS D& E Parcel ID#2737I\-182-82-002 T . ® O T ARCHITECT 45'-0^ Gretchen Greenwood Architect INCREASED SIDE SETI5A KS AND REAR STEP DOWN I 210 South Galena Street Suite 30 Aspen,CO.81611 0:970-925-4502 M:970-948-2081 r ggreenwood@ggaaspen.com SURVEY ENGINEER r , TUTTLE SURVEYING SERVICES I 727 Blake Avenue / Glenwood Springs,CO.81601 0:970-928-9708 //�/ jeff@tss-us.com ///�// ��' CIVIL ENGINEER .//j///j///// I Mountain Cross Engineering //////////// / 826 z Grand Ave. I // ///////////// Glenwood Springs,CO.81601 //• // // // // // // //// \/ 0:970-945-5544 F:970-945-5558 j 1 I 11 , II 11 II 11 II 11 II 1 ////////////////// ��,, Chris@mountaincross-eng.com / / // //_ /,/i, ROOF DECK T.O.FIN.FLR.EL.: I20'-8' j/////////////// �y j�j • I STRUCTURAL ENGINEEER T.O.PLATE EL.:,119'-IA" // /// // // /i \ ;�j, Landon Anderson P.E. I /�///�///�//�// Anderson Structural Engineering // // // / / 448 Elk Run Road ///////////// \ /O/ /'/I M0:w9 0 984 03LO 08M 970-355-4062 // j//j///j///j/ \ %jai j` landon@anderson-engineering.com /////////////// MEBIa nelBuckENGINEER 1 /// /// /// /// /////////////// //',//�j/-0%%%/ rii,„i FINAL GRADE 569 S.Westgate Dr.Suite#ng r1 F Is / / // / /j y/,;,/�'„/jam �% 1969'-61" Grand Junction,CO.81505 UPPER LEVEL T.O.FIN.FLR.EL, 110'-4" z // /// // /// // / , , MAN LEVEL T.O.FIN.FLR.EL,.1101-4" I' 0:970-241-8709 F:970-241-9514 tLIJr • I I� ///j//(j/////j l I I I I blaine@bighorneng.com W 1 I LANDSCAPE ARCHITECT U I - EXISTING GRADE Richard Camp a 1969' P.O.Box 958 O Carbondale,CO. 81623 e 0 0:970-963-7123 richard.rcla@gmail.com i GENERAL CONTRACTOR Z Hendrickson Construction FINAL GRADE 130 Primrose Path LL 1966' Aspen,CO. 81611 MAIN LEVEL T.O.FIN.FLR.EL: loo'-o" @ 1 n— - I — — MAIN LEVEL T.O.FIN.PLR.EL.: Imo'-o " ^ I 11 1� _ _ — 0:970-274-6324 MAIN LEVELT.O.FIN.FLR.EL:.98'-9" — _ _ \ _ . T _ MAIN LEVELT.O.FIN.FLR.EL.: 98'-9" chris@hendricksoninc.com EXISTING GRADE/ EXISTING GRADE/ FINAL GRADE \EXISTING GRADE 1959' 1959' 1961' 1961' ��of COto, y (il( 0 1T9 gll IT ql. Pia COPY RIGHT:Gretchen Greenwood&Assoc,Inc. ISSUE DATES LOWER LEVEL T.O.FIN.CONC.EL, 86'-IO 1/2" I . LOUJER LEVEL.T.O.FIN.GONG.EL, 86'-10 1 PERMIT 3/7/2018 RDS SUBMITTAL LJiJ_J r_l__L_, APPROVE REVISION DATES /46 444.__ flLU ST ° L \/.4 f C\ RDS SC4LE: 1/LII - 11 _011 WEST ELEVATION'ED A-20404/06/2018 ASPEN BUILDING DEPARTMENT