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HomeMy WebLinkAboutDRB18-0453_Approved Plans_1538515108.pdf z "Illr S C ni C iRAPH I G LEC END '� X67 STAIRS SYMBOL DESCRIPTION din 111-u DRB / � APPROVED; \\I +10/2/2018 12:00:0 A ° EXISTING SPRUCE, PINE, OR FIR TREE TO BE N \ I PRESERVED. SEE SURVEY FOR SIZES. ni w I 0 � CI'o U �` Lu I EL BUILDING SEWER MANHOLE MEAS, RIM=8140,4 OUTLINE \ INVERT- 8 • EXISTING ASPEN TREE TO BE PRESERVED. 81ELEV SEE SURVEY FOR SIZES. ,,, o PRE V, BASIS ❑F ) (11) Lu FOUND PItV ,, & ALUM. CAP VA a L U O L S#16827 ♦ To U 'no U -) EXISTING TREE TO BE REMOVED. SEE z ai �' SURVEY FOR SIZES. _1 ce A2�/ ` w / / (// 7\ 20 PROPOSED CONTOUR --_ NIM N X O �0,5 � • / ♦ ♦ l J \/ FLOWLINE Io ji \\ (0' • ��/ \0'7// STREAM DRY SET BASALT STEPS / CONC. WALL / __ - . --,..)( � /' ��� / 3 RISERS* 1" EACH;12" I-( // / 0,51 \ \ -46 X02>6 -!1(:x / TREADS OUTL _ / EXISTING CONTOUR O m �0,5� / / ��� 0,7 /T� o / r\�0,61 /...- EXISTING CONTOUR (LIMITS TMP.) OF DISTURBANCE / *0 , 44 \� \ /�� ,�J', r,/ /1/J / \ DRY-SET BASALT STEPS- '°'' / J (0.640 110,6 3 TREADS ® 'I" EACH;12" / 73c \ \ / /� \/�/ / 0 /' BOULDER RETAINING L❑T EXISTING UTILITIES- FIELD 46 \ ' ( •• r * / )) 0.6 DRY-SET BASALT STEPS- 4 b0 DETERMINE FINISH GRADE \ I I ••••' 6 RISERS®7"EACH;12/ DRY-SET BASALT STEPS 9 EXTG.WATER VALVES Li- RAISE TO WORK WITH 52� ' ^A�, ' TREADS r RISERS® l" EACH;12" TREADS NEW BOULDER WALL / / �0.6 J40.•••••,,,,,_ PREFABRICATED SPA IN _ ! 48 / CUSTOM STONE ENCLOSURE DRY-SET BASALT / N ` ' 512 ` 4/4,0 .. ti"' GAS STUB-OUT BASALT STONE PATIO L STEPPING STONES I �. � UTILITY ACCESS: (TIP) / � / •0,6 STONE VENEER GAS 4lS ��® �l� GRILL ENCLOSURE I— O \ 52 r 6 LANDINGS- 12RISERS�I� E■ a El■ / BASALT STEPS ON GONG. 7" EACH;12" TREADS 0p Iatill49.61 bo62 SLAB 6 RISERS® 7" �• Alkairillin - 1��y EACH;12" TREADS 0.0 I 58.63 \0. 6' OVERFLOW SCUPPER IN GOBBLE MULCH UNDER GAS• C� �v BLACK MEXICAN / 1 ,5 .42+ IMI+ �� ♦ 98WALL METERS gUTILITIES- GOBBLE �co GOBBLE AT TOP , ` P 111116 62\ TO MATCH BOULDERS ��\/ 12"OF WATER / 48 _ SL« ELEG.METERS , �� LINE 2 \0.5 ) li x;505 Al 515 520+ CZ BASALT STEPPING 61.11 / f I- �' _ RNA ► bw:50p tw:blS ■■■E lip Alt/A. Kri SAND-SET BASALT STEPS- > NEW BOULDERS AT '\')j ■ ■ ■■■■ q -0 * / A� i4LDER 2T�RISERS® 7" EACH;12" // POND EDGE "OraI 475 ' - - REPLACE EXTG. y •y,., / _ tw:56.0 an ■■■, NEW "tea - bw:50A+ / / Oil* IN��ESS LO G. / POND LINER ��"� \ �•rI/ EAS & EGRESS r\\\\\\N\\Sk A • 6 56 61 + ��i ip ' 65.63 ...; 033 /it&e: CBppK 46T Uto, 2, PA O .1 �I� ��II�II' t -- M.- M i4 GE 631) itil\\\\\\\\\\\\\\\\\�)a, 47.42 , SOA „1. p 613 . • CO se0 \ \ ®�' Ji rpRM STONE VENEER WALL-STONE � / 75 7 GRATE � \`\ \\`\\\` 11� i. ■I TO MATCH HOUSE (TYPJ - ` INIMINI 11 1 � �ANN / `(\ ....t.0 N \ ., I��1•�����,•���. RELOCATE EXISTING ' P STEEL WALL(TYPJ / / 30�. 76 ADDRESS MARKERV O O ��\ . \ + • OUTDOOR KITCHEN-SEE +75.61 3.5% I /\ ARCHITECTS PLANS / 11 11 1/4- 11 I ♦ J► \\ \\ \ \ ,■ EXISTINGBASALT STEPPINGI al - ,. \\ \ \\\ \ \ iDRAIN INLET STONES WITH SNOWMELT / 11 11 II 11 I fN , l�I F Tmeq \ \ �, . SKY LIGHT-SEE ARCHITECTSI / 8179 Q OJ * `\. \ \\ \ PLANS 11\ II II II / HEATE / OWATER / du'e'l+`\\ `\\ `\\`\\ `�� \ \\\ \\\ \\\\\ ;: PROPOSED DRAIN / / 'OTORGO ' 0 FEATURE \ oto,\\\\\\\\\\\\`\\\\\\ ,■ BASALT STONE TERRACE INLET SEPARATE / 7483 �'; O��i \\\\\ \\\ \\\`\\`\ SEE ARCHITECT'S PLANSPIPE TO DAYLIGHT , EDGE'\\V\\\\\\\\\\VVAV „, ®'�� FOR MORE INFORMATION / , POND !s \\ \\ \\ \\ \ KA9e i��� \\\\\\\\\\\\\\\\\\\ \ ,■ BASALT STEPS-SEE / UTILITY ENCLOSURES �� / // REPLACE PORTION OF EXTG. . - U '1\��\\`\\\\\\\\° ARCHITECTS PLANS / RECESSED IN STONE DRIVEWAY AS SHOWN- NEW \` `?�1 ,■• BASALT STONE GARAGE / VENEER WALL-SEE IMM. _ piiiiA SEPARATE SNOWMELT ZONE •�\\\\\\\\\\\\\ APRON8ENTRY ARCH. ` •. II �Emma Cd ce = 10 \\\\\\\��\\\\ :tl�� I ■ / • T5A TSA -:11,1111 NEW 4' GONG. PAN VI/ I \ \\ \ �? TRENCH DRAIN / / • lirg CO) ` �;AVAvv `\ Av\VAvy / / / \\. tw:1A 1. �� 2” INVERT (NO HEAT) SWALE POND EDGE TO iAV AV A �� �A. \\VA\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ A\\VA\\ _ I STONE VENEER WALL STONE �����7I�� BRING WATER uP C� yv\ •rid:► �� '• \\\\\\\\\\T\\\\\\\+\\\\\\:\ yy \yVv\\yvy\ Ayw� • �� � ���' II CURB GUTTER PER / TO MATCH HOUSE(TMP.) /�■ f� 7 wl 1 WATER FEATUR� �L / ■ 81HEATED T.O.V. STANDARDS �a\\ \ �\\ \\\\\ \ ■■■M■ ►' ■II■■■■moi, ■■II I \ 817s,3 O TERMINUS • , . \\� '1 \\\\\\\\ ■■■.■■■■ BASALT STONE BRIDGES \ STONE VENEER � � �I \\ ,,/ ri I R� , \``\ `\\``\\` ■■■■.■- ■■■ l.■■■■■I �■■■ WALL BELOW / !MN ■I \\ l5A 12% L.L WATER FEATU.� ® Vi -I,. \V `\\V AV AVA\\VA _ ���� �' I �� \VA E. TERMINUS v0..:, ! AV A\V A\V,\•\ \\\\\\ ��� �� ■� ■■■■ 1�■■■■ I (DASHED) �� 6615 `\ STONE �� I ����■■��� BASALT STONE Tads V` t e . .E u. E SHALE OUTL 5 O AIN G �A\ ■■■..EN■■ BASALT STONE TERAGEr ■MM� ENTRY ABOVE � + I�\ ME �/ DRIVE IN T.O.V.R.O.W. C� LINES TO GO GT ��� 45bT " I. \\ SEE ARCHITECT'S PLANS tw:bl.n 62.61 / I \V �y SEPARATE ZONE, IDENTIFIED EMG.PO • i11 � A\VA ■■���■■■■ FOR MORE INFORMATION . / I ' \ BOULDER GROUf�INGS / A 2� AT CONTROL BOX) DRY SET BA' • S -� �� BASALT STEPPING STONES 1111 / I A BELOW I A\V m L Z ��/ ���■■■ tw•532 \\\ 'GONG.PAN W/2" INVERT �,, T.B.D. W/SNOWMELT / I DECK ABOVE \\ 78.78�; ! i ■■•■■■ I :5028 / \ (DASHED) -\ tw:80• / NO HEAT) a) < 'o EXISTING PIPE i STEEL PLANTING F SQ I■■M■■■■■■' BASIN(TYP) II / I STONE VENEER LL= I al�� 5% 5� NE TO MATH 10'@ NW VA\V`�\VA\\VA DRAIN INLET TO n1= / I 4 % 18% 19583rri A\VAV \\A■■■■■■■■■■■1 DAYLIGHT(TYPJ ill= ■ / k• HOUSE(TYP.) v 18.18 I__ (1958) mi � \ �: ��\ \ / HEATED J I I Il5A � + � V rop \\ '■■■■■■■■■■ STONE VENEER WALL 11 /MOTORGOURT / II \ (STEEL TYPJ WATER FEATURE + 76.67 7B 12% IIUNPLATTED I \\ \\`\��\\` ■■�■■■■ STONE TO MATCH \ \\\\ , ;�\ / \ Ce\` ` \BASALT STEPIING I \ Ocr \ 1\1 a_ct NIT \\\\ HOUSE(TYPJ \ \\ \ I1 Et .6101.25 \\\\\ \ \\\\ \\\ ■■.■■■■ ```\ \\ /I BAS AT STONE \ STONES W/ 645 tw:655 \\ itw:81.0 lititi12% I 81.76,3�■ I■■■■■ STEEL WALL(TYPJSTAINLESS STEEL \\ - SPA T.B.D. �- \� \�� \\ \\\\\\ \ - GE \ \ SNOWMELT ;i ■p \\\\\: \\l\` \` `` \`\ IDRAIN INLET TOL STEEL WALL YTYPJ \ DRAIN INLET TO ,1� \\\\ \ / 8179,8 I EXISTING PIPE . \ \\\ \\\ \\\ ■■ s'■■■■ \ �\ f 5% \\ \ \ 818 fa „ ,, \ \ � ELEC. • WATER DAYLIGHT(TMPD \\\ \\ \ DAYLIGHT(TYP.) \. \\ 74 / 0,1 \\\\\\�\\ ■■ I■■■■I—f IIM \ \\ \\� \ f METE-. RE- l tin `\\\ \\ / \ \\ . \ \\ •, \\\ \� `\\�\ \\\\\\\\\\\1 O / GESSEsIN ` :\\ /I tw:592STONEVENEEQabt rive �. tw:61A tw:61.n / wo�LL / A\\ fW: .92 � + m 4411111 � � � , � Owner Review: 2 May 2013 EXTG.GATGH BASIN tw:51S \\ I —5 •, ' w\\` _- \ 56.0+1 r---- 7 64 STONE VENEER WALL �� > \� ,� / Q Revised: 21 May 2013 i. — -\ ` N-- \ T� STONE TO MATCH ■ �: W STONE VENEER 4 STEEL �5155 \\\\\\ \\\\ � � I HOE4�iE(TYPJ twa45 � Q� WATER FEATURE HALL ..\ \\\\\\\\ (i4 1 L ► , tw:66A tw:715 Final DRB Revisions: 13 June 2013 \\ \\\ \ 52 I DRAIN INLET TO (TYP.) \\w152A\ / . / --, +725 I DAYLI- T(TYPJ � IWl / - twI I 12% I Permit: 6 September 2013 SAND ell."-. + + SOAPING — , ,:b33 - - -.OF DRAIN- / / L-r EASEMENT ENCROACHMENT yy�� wi 3 \ '� - B Y all Clarifications.� 54 / /. tw.70A 1/1/1 ONE VENEER d STEEL AI SURVEYING EAGLE \� --- -t / / tw:70S / 2 NEW k DRESS MARKER WALL ® 20 September 2013 EYING DATED ALLEY �1II + �11LLJy rtaillinin WALL SGUPPE. D�2AIN 8% , BOULDERS NOT KNOWN IF 12/05/89 555 / i 14A Illi TER FEATURE Permit: 9 December 2013 RECORDED tw:56A \\\r\ \ �' STEEL WAIL l PJ vyy \y ■� A2 iiiii-illl'718118:1°P1 IULT T.B.D. 2 "14le VA\AS\ �V\\A\��\\�A\�\A\��� `` STONEVENEE" WALL 652+� � fATED DRIVE IN T.O.V.R.O.W.\V A AV AA \ Q STONE TOMA GINEW IS" HT.STONE ( I g rYei' -� \\\ \ \�w1 \II 0 CO '>.j + -- ® HOUSE(TYPJ f/ -\ VENEER WALLI , tw:11.0 CONTROLBOX)DENTIFIEDPricin 17 Februa 2014 L / 1 ini -111911.111r1 _ / � ' ONE VENEERWALL- CD Set: 3 July 2014 I/ — I -, � 1255 ' 78ONE TO MATCH HOUSEtw:62.o ••% tw:66A '�/ �;��` © CK CURBUnit B Amenities: 2 March 2016 N44°9»W �S M , 58 +6322 DRAIN INLET TO cI \ eo31.00 ^^ N 1k _ _ �- DAYLIGHT(TYPJ 2% �� n2 Utility Revisions: 29 August 2017 __ — ■ _ I N; Revisions: 1 1 September 2018 N M , ----- A 60 ��� 58 60 / 68 2% 2I I 12% 0_ l, Title: / crass slope -►O LIMITS OF DISTURBANCE EXTOATS VALVE 1C14-4- 2 _ ( ( / (TMPD SITE PLAN CONTROL BOX EXE GATGH BASIN-1\ ' (� 4• 2' > `' `' GRADE SLOPES TO DRAIN. lr` ) ---60 \ / 0,5 ( 10,5 / b4 �i I 78,7& \ i 40 STONE VENEER d STEEL ) ( •• 66 •0 r �O /, CCI , HATER FEATURE HALL EXTG.CATCH BASIN- Q,4 0,100 • (TYP) /GRADE SLOPES TO / � i , __ o.4/ ) DRAIN / \ .2� O DIRECT PORTION OF EXTG. 0'5• 1 {� �� 6I11 �I�5����a.. i. _ .������ia���_ 4� �� _97-1DNE 8182,0 HATER FEATURE TO DRAIN � INLET-LINE HATER \ / -� 8 2.0 FEATURE W/APPROPRIATE ���=Cj � TV PED STONE DECK LINER MATERIAL ROCK POND WALL I 2' MAX.HT.DRYSTAGK PATIO OUTLINE HALL- STONE TO MATCH I HOUSE IN COLOR ROCK WALL I Scale: I " = I01 LOT Sheet: BUILDING ❑UTLINE 14 1 BLOCI K UgIL VILLAGEJd? 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''' 3e1111V w° P0 o \ -ti b G7 \ I pi PO � ru °� 8180— w 00 11100 Agred CO \ 'CA .O CO rt) CO CO CO 1 P co \ v *lir n v BEAVER DAM D C, \ H c coROA al 50� ru E 9 9 Q• SD o`c - 9 or O Cil �, - g '2 (° 9 O-8 ° rr Q Q r I-<r-r o (D I (I tI -0 -0 o DD o -, co 0 N 0 co co fl m 9 ()' coco O 4 Q 111 < Q Q O H 0 Q Q Q H II ON Cu II N (>J-KJ N r tl kr, IQ o N O N o N `l^l N o N U) O - OO g fl co UJ 0 H m- nCD rt CD d (D , 1— rt � m N Zekelman Residence 2 r1 o I w " 4 > ° 2 Parcels A, B, C; A Resubdivision of Lot 5, Blocl< 4, Vail Village Third Filing ����� wrki �ovli�����illi ���III1t, r • - m ry Ir�1000�V 1,1_1„,,,4:1141:011 , 0 > - 463 Beaver Darn Road, Vail, Colorado 4iii( , oul, ° V) m LANDSCAPE ARCHITECTURE EC,' Post Office Box 2134 Eagle, Colorado 81631 p: 970.949.3286 f: 970.328.6084