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HomeMy WebLinkAboutFile Documents.1419 Crystal Lake Rd.0009.2017 (42).ARBK TREE TABLE DECIDUOUS TREES WITH DIAMETER > 6 INCHES: CONIFER TREES WITH DIAMETER > 4 INCHES. GPS MON. 18 DECIDUOUS TREE 7 8013.41' Ri CONIFER TREE CURVE Arc Delta Angle Chord Ch Bearing Radius Tangent hi PT* TREE S D.B.H. DRIPLINE 803 77 8' 10' CI 61.50' 117.27'23' 51.28' N 45°58'I9'W 30.00' 49.40' .//' 698 7' 8' 575 78 17' 12' C2 113.27' 108°O9'54' 97.18' S 41'19'57'E 60.00' 82.83' =N= 704 2 7' 8' 576 79 14' II' i a 703 3 7' 10' 577 80 20' 15' h/ m 702 4 8' 10' 578 81 19' 14' /' 705 5 8' 10' 579 82 10' 10' 5 0 707 6 8' 7' 648 83 8' 8' 6/ 708 7 8' 8' 647 84 10' 12' 0 ,yp 1 •20 706 8 9' 12' 646 85 7' 8' XE RO A 2/ 0. 709 10 7' 8' 644 87 II' 9' CO$Z NKA 14 AE tEN W pEC\aC`E ' 7 7 1® 0 U.S. SURVEY FOOT 40 NN\ 711 11 6' 8' 638 88 7' 8' i , 712 12 7' 8' 637 89 10' 8' ® , 713 13 7' 8' 639 90 7' 6' / /iT-":12 714 14 7' 8' 643 91 12' 12' // ®5 1.1,': : _ 715 15 8' 7' 642 92 II' 10' /p0�j + ' ®I6 b 4 . 716 16 7' 8' 640 93 6' 6' / .E // ® •• 717 17 7' 7' 641 94 6' 7' /, N T pO - 35 33 32 917 718 18 8' 8' 848 95 7' 6' / / / / ��w! *45 ® . 225 19 8' 8' 847 96 8' 6' 49 34 �18 226 20 8' 8' 658 97 6' B' //��, 0 h 1 �I \ 227 21 8' 12' 657 98 10' 8' �e . •0 �4 _ . 228 22 12' II' 656 99 8' 10' S ® V . 230 23 9' 12' 655 100 9' 10' ", EM% • . 5 1 0000 25 f� ^ 229 24 10' 15' 429 101 11' 10' 3'� ©V . 526 25 13' 8' 432 102 6' B' / UT / a41° ■ - - / g 525 26 8' 12' 430 103 6' 7' / 524 27 8' 12' 431 104 7' B' / t / 3 524 28 8' 12' 433 104 11' 12' at 528 29 9' 10' 311 106 10' 8' I 529 30 11' 15' 312 107 10' 8' , OP 530 31 10' 10' 434 108 10' 8' I 7 14; ®147 137 ® G 719 32 7' 6' 310 109 6' 10' II I , +ss 'SLAB �50 14• w1F4,645,yt142�41 140 41 \ 531 33 9' 10' 309 I10 6' 9' I I 1 798000.I' c 8027.7' �135 (� 151 jR00F 43 139 138 532 34 7' 9' 435 III 7' 6' I 134 r ABOVE LII VINO LIV pNOT10BOVE �V'S �3 YA1 G 533 35 10' 9' 313 112 9' 9' 1 r 741 36 8' 8' 436 113 7' 6' II I .,0 c �� 32 _ 21.3• 740 37 6' 8' 317 114 6' 5' s�®'�` SILL (� 131 \ 3I.s �� 8001.2' � 742 38 7' 8' 314 1 15 8' 9' \\\\•\ —HOUSE\ 89� _ - 83�I 5'25,i12,8 oat- �N:, e 8. -—19 PS MON. 19 . Ihr„,,v ,+, • �1 6410 Fr.211P534 42 8' 10' 307 119 6' • 10' 1IG10' DITCH SETBACKSII 1�1 91 ~ ABDVE LII VING ... ,1 / 4w17 VX X538 43 9' 9' 306 120 6' B' j537 44 9' 10' 304 121 10' 2' ,�LT I•, „ �' � ,�/ 1 8� ®120/ 539 45 8' B' 303 122 6' 7' II Vl�p (1 X I 9 541 46 10' 8' 305 123 7' 8' ��� 000� a., a 11 / 540 47 17' 12' 241 124 7' 8' 1'�1 I10 542 48 12' 9' 242 125 6' 9' ,\\I�r -- �='( PATIO ; •ry/ 543 49 12' 8' 243 126 9' 9' iy \ - / 544 50 13' 10' 244 127 10' 15' � Y \ 3, 545 51 8' 8' NA 128 8' 8' II ` ��� \� `l 106 OpO 549 52 11' 10' NA 129 8' 8' II I \ , 1lO/ 5501 5a 9 53 I 101' 245 1301 9' g2' • \ R/\ID��T �/y// 744 55 8' 7' 246 132 9' 12' II ?9g '�� \ �! / 745 56 8' 10' 254 133 10' 12' ` \._ \� — �� 746 57 7' 9' 252 134 8' 10' N 88.25'00'W 3.66' \, \ ` / 748 58 7' 14' 249 136 6' 9' G \ / 748 59 10' 8' 249 136 5' 9' R � . �� 552 60 10' 8' 251 137 6' 7' H OAR f SB° NG f�� TOP OF BANK AS PER CITY OF 553 61 15' 12' 253 138 5' 7' /?,00 FOR S �. �_+� ASPEN ENGINEERING DEPARTMENT 796 62 11' 8' 255 139 10' 15' MY /Z R r V� \ ' ''' 797 63 II' 9' 256 140 8' 12' S'g) R �� TOPOGRAPHIC IMPROVEMENT SURVEY PLAT 573 64 8' 8' 257 141 8' 12' 571 65 8' 8' 258 142 9' II' / \ OF / / \ PARCEL A: 570 66 9' 8' 259 143 10' II' / LOT 14E, 572 67 8' 8' 261 144 8' 10' CALLAHAN SUBDIVISION, ACCORDING TO THE PLAT RECORDED APRIL 21, 1989 IN PLAT BOOK 22 AT PAGE 38 AS 554 68 7' 7' 260 145 8' 10' RECEPTION NO. 310795 AND AMENDMENT TO SUBDIVISION AND PLANNED UNIT DEVELOPMENT AGREEMENT-CALLAHAN SUBDIVISION, RECORDED NOVEMBER I, 1996 IN PLAT BOOK 40 AT 798 69 17' 10' 262 146 7' 10' PAGE 81 AS RECEPTION NO. 398667. 799 70 8' 12' 263 147 6' 9' PARCEL B: 800 71 12' 8' 265 148 8' II' ® EASEMENT INTEREST DESCRIBED BY GRANT OF EASEMENT RECORDED DECEMBER 21, 2015 AS RECIO55. 801 72 12' 8' 264 149 6' 9' CITY OF ASPEN, 555 73 6' 5' 512 150 10' 10' COUNTY OF PITKIN, STATE OF COLORADO. 574 74 11' 9' 513 151 11' 10' CONTAINING: 45,186.7 SO. FT. OR 1.037 ACRES •/- 802 75 12' 8' 804 76 6' 7' PREPARED BY ASPEN SURVEY ENGINEERS , INC. 210 SOUTH GALENA STREET ASPEN, COLORADO 81611 PHONE/FAX (970) 925-3816 NOTICE:ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL WWW.ASPENSURVEYENGI NEERS.COM AFTER NYOU SFDIRST DISCOVER SUCH DEFECT.P IN NOEVENT TMAYEANY AACTION DATE JOB BARED UPON ANY DEFECT IN THIS PLAT BE COMMENCED MORE THAN TEN 08/16 19050A YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON.THE SHEET 2 O P 3 CERTIFICATION IS VOID IF NOT WET STAMPED WITH THE SEAL OF THE SURVEYOR. Received 2/22/17 '--_ t, ;� = 77..,,,,:-.'44';'*‘_,, 1 "SST PETY4.0• I :, f- S9/4--U f, ‘,......,:114. 1_47,11., 00.0'; off, r�� �� : .:A:11-11f/ -1"-14-'41''''' ' I _ -10 SID ,TBaUz " s=��j° _ Ain RETAINING �I l7 �zS \ \ .2 14P41 -jrieb--47-41t.' `40`+r orI / W� I � 0I w Espi4' l"� o.,, 74411.9A7.7.7 oa � .. -{1 L N s3 /J z, la GUEST a� ' a .• •• .:: o' . . . . _ . . ,; . , . . . . . , , . , , GRADES TO BE FEATHERED PARKING ' TO EDGE OF PAVING �t� C _ 4111 • 4111161PP ?-74---e,w. -- r_....-0"::::.: .. .t,,,,aver,,V. r ---7...= • TRY vi„ : 1 4: h MONUMENTS O' 1 ovq ` ti • WITH ADDRESS Z "Cr,0 LU 1. • 0 CI- - . . , . . ' AUTOCOURT ALL BUILT LANDSCAPE .� ' '` . IMPROVEMENTS ARE UNDER , s �JJ RETLif AINING WALL 5000 SF THE 45 DEGREE TOP OF / SLOPE LINE 6"ABOVE-GROUND 1 LANDSCAPE LEGEND _ W o :WATER FEATUCC Y RE .. ° W _BEAR PROOF TRASH LANDSCAPE MATERIAL ENCLOSURE ii = r J �.r GRAVEL A, Q \ °°00000,° ffi �fK PEDESTRIAN %f of (.5H (hII howl • o°° , tj Or == i 3"CALIPER DECIDUOUS TREE ! / I �t4 ° ° ��'r V4.. PATH Z °°°° ° °° _ CC I1�1� • - ���II J L --!'Mil I IJ ENTRY , F ® t «r7�� I,r:f •, 40)11'' 1 -I '.,, Z U ,,,� -.�'----M441040-1110 -, 'j NM NM 1 1 4, ��'/ ', 42"IN HT.DECIDUOUS SHRUB . reir_alik.'10011.1iir.111( /) VII VII 0 MEEMME'-'`WATAIliht.g.INIP"til rir Witleti Al' �X,010.F. ilk -' 0, , �' �� lt� I-EN i, 1 1._. ��11�- --- :16n4 �,�i11 t �, 24"IN HT.ORNAMENTAL GRASS __ .4, :i C bmeleal 1/�� _T 30"IN HT.ORNAMENTAL GRASS V 4110 liri.1-Itiltr �f """`I - - - O mei O ' O 12"DECIDUOUS SHRUB 404 1144 I„MI 0 I 1 KITCHEN _ WI SOD LAWN TCH �[wI:I 5=11=f1 El r1416,v..w.11�, il"-10 ., , -. (...:.:•:•:.:.:•:•:.:.:(: -44111010Li' O: TERRACE I , INN) II ill . LAWN. 900 SF O1 Q nun ■m -4- 7S,0 A <12 PERENNIAL BED 1-0 F 00 F Fzi OFS 'QO w fit 1 \ m 4Op M ZZL� _ SPA SEATING ., "MR <36"PERENNIAL BED cc 1w��1� (�IE \ i 000 o°o J I �l\ I h� •�_� AREA 1_ IN 500 SF J_ / 1 /� w SR o S1 \Op DINING ALCOVESin O „- B� Yq Q �_ _ _ __T— ' Li .- ®/ '9C� RO HARDSCAPE MATERIAL -J o Fie AT-GRADE WATER FEATURE SPA / �\- La o \ \ WITH PLANTED SCREEN / ► , o a 116 SF �� i"� GRAVEL Q Co o_ n BUILT-IN IFIRE FEATURE \ LOWER LEVEL I 1 / U O c4,5 OUTDOOR KITCHEN L - - TERRACE I � '• CONCRETE o a J z WITH BBQ 425 SF / ^ , Q O. Q Q U `^ O flit / I I I I I TILE OVER CONCRETE 0 Rid FRS � \ ,,,,,IL \ BUILT-IN PLANTER /O Or' -O Drawn By: Checked By: AT-GRADE STEPS F �C�\V✓. *� ISSUE&REVISION DATES Proposed Top of �7TC, --WITH STEP LIGHTS 15 y �/ SITE WALL _ G� P . �'' STREAM MARGIN 12/02/16 - REVIEW Slope/Bank,per City _ _�= OFFSET F \_1 \Q� /G� NOTES: STREAM MARGIN 12/14/16 Engineering Department Op OFF ROM 5 Field Verification SL p -. J ,gyp /.;�� P 1.ONLY RECESSED,LED AND NIGHT-SKY RATED REVIEW REV1 N / CJ �� DOWNLIGHTING WILL BE INSTALLED UNDERNEATH EAVES, R / •''y i ;: y\,> DECK ROOFS AND/OR ON LANDSCAPE WALLS,AND NO Plot Date.11/18/16 Projeaa:268 \'9/47 / v,i. •- • SUCH LIGHTING WILL BE DIRECTED TOWARD THE RIVER OR NG AREA BELOW TOP OF BANK WILL BE REVEGETATED PER — / �'I �i� DOWN THE TOP OF SLOPE. A DETAILED LIGHTING PLAN Ai•I<F AREA CITY OF ASPEN STANDARDS WITH APPROPRIATE _ TOP OF r' _o AND CUTSHEETS FOR FIXTURES WILL BE PROVIDED WITH R RESEEDING SLOPE/BANK N�/ ��_ • ' •.Q� THE BUILDING PERMIT APPLICATION. ��•O kece ved 2/22/17 I— 7 0 0 OF CI .5 OE OD OC OB 75 CI .5 O PPROVE A THUNDERBOWL ARCHITECTS P� 300 S.SPRING ST.SUITE 201 ASPEN,CO 81611 ■(TJ■ (970)710-2938 R TOP OFRAIE a�IGHRQGF A +121'40" jim TOP OF RATE@LOW ROOF I ■- 23 I I -® 11111 " I 30 , im A TOP OF FF @ UPPER LEVEL I I I I TO OF FF @ GUEST BEDROOM II Milli r----'—7 1�F='�1 MI +loe'-lour' • r J L —- -- J� _ ��_ O == liri = == = _. imm ;= I mom I II _�© . ■� 0 0 O' IN— Ism ��I I f� M �_� m_�_ �_ MINN ® �/ �11 I Old ® I� TOP OF FF@ 1i��T—�__iir_ _—® •� _— I �� �•. =� �fI�-PiJ 1i Ii TOP OF FF @ GARAGE 0 TOP OF FF @ LIVING ROOM ' �� / 994' 0986 A' N. W o I— O N V co LLI 4:::( 0 H G J < � _ F E.5 E OD C OB 75 A.5 A J 0 co V 1 NORTH ELEVATION O co Ce 0 2 4 8 J N Scale: 1/4"=1'-0" < ON J O6 5O IC/ .5 04ICI 3.5 O3 O2 1.5 Ot F— U V) ' 0 Z o m Jl --- � ce CL w ] __J-A i TOP OF RATE @HIGH ROOF di N J Q I +121'40' ' ` Q LLI 7 jk TOP OF PLATE@ Low ROOF _ , v r , LM +119'-81/2' JiI l� � Vim/ Q _I I J 21 �1 (r �� I I Nr �� 31 A C r 1 - TOP OFF @ UPPER ROOR 11 TOPak OF FF M UPPER LEVEL i — +111'.7" +111'.7" _ r _ _ - _ _ _ yl C J o\ - _ IL _\ �s �� ,( �T/ D Jr/ I� DAM 1, ll ( =I l II 1� L 1 �� le I O. (( ile ® CO ( /L )1 _r I Jl l ii Jl I� II J L A IC _�1 I TOP OF F @MAIN LEVEL 1 _ E TOP OF F @ MAIN LEVEL _ TOP OF F@ LIVING ROOM �`J /�� I `J I -H PROPOSED ELEVATIONS SCALE PROJECT 16019.00 TOP OF F @ BASEMENT 0+89'-10' O 6 EAST ELEVATION 4.5 CO 2 A A _201 I A-201 1/4"=1'0" 0 2 4 8 Scale: 1/4"=1'-0" COPYRIGHT© ]O15 THUNDERROWL ARCHHECTS L Received 2/22/17 P 7 FLOOR PLAN APPROVED GENERAL NOTES THUNDERBOWL ARCHITECTS A D 300 S.SPRING ST SUITE 201 ASPEN,CO 81611 I. ALL WALLS WITH SHEAR PLYWOOD SHALL HAVE A CONTINUOUS RUSH FINISH.F1RR RD S 0 A.5 OB® C I E - G H WALLS OR CONTINUE PLYWOOD TO MAINTAIN THE REQUIRED RUSH FINISH. (970)710-2938 2 OFFSET STUDS WHERE REQUIRED 50 THAT FINISH WALL SURFACES WILL BE RUSH. 4 �RIY� E.5 �UYL' 3.FROVIDE BLOCKING FOR ALL ARTWORK,TOWEL BARS AND TISSUE HOLDERS,TYP. WW' �WW 4.PROVIDE WATER RESISTANT GYPSUM BOARD BEHIND ALL PLUMBING FUTURES,UNDER AND AROUND TUB AND SHOWER ENCLOSURES TO A HEIGHT OF 70'MIN.ABOVE THE DRAIN INLET.,OR APPROVED BACKER BOARD UNDER TILE. I I S FINISH MATERIALS FOR ALL BATHS,SHOWERS,WALLS AT SHOWER ENCLOSURES SHALL HAVE A SMOOTH,HARD,NON.ABSORBANT SURFACE SUCH AS TILES/CERAMIC TILES, �- O — — — — 1 RTRRANT CEMENT OR EQ. 0 - I ® - - I I I I I LEGEND SEE A0.00 FOR SYM NOT SHOWN HERE.BOLS DIES�c®o.. ' I — (E)CONST.TO BE REMOVED I _I I I r T 1 I EXISTING CONSTRUCTION GARAGE CLllt T ® _1 L 0Itttl 05'-31/2" i'-11/2" ro s e /, / I OR NEW CONSTRUCTION EL.=99'-0' \ ) 5 //,/ T.O.FF cp T /T-113/4'/ il I NEW MASONRY WALL O — - — —'11 MUD ROOM ' _ COVER'S PATIO — ' r /i/,/ • \ O CI C r ® /Coil , .B—B. 1 HOUR RATED CONST. I_ A' 'L / r_1I 2 HOUR RATED CONST. LBe 411" 17'-4" 7-9" / / 3 Xo, N. C. POWDER 0 W ' ` DH it RaeB 1® / /'f�i�j O V '� 'N1RY / /.ice/ / — v 0 CO W 44'w GUAR RAIL @ 36' ,® Q •_ 3.5/s WOOD =� 3.5 ` Q - Z �R ` i RUN �,FL!T.O. 1 w' RISE Y EL.=100'-0' 1: V 6' 4'-11' 3'-0" 22'-2 1/4" -7 J/4' 15.-6 1/4" A' LIVING ROOM j J 0 CO R••L _ I • IMIN i J —- WOOD \ 7/' / 0 Ly,FB_ �/lr` O a T.o. 9 O N PATIO DINING ROOM y EL=9D'-0" ®' ` Ow % wOOD CO I V) O I �/ DO KITCHEN REF / 11J 0 II p -- ---42----- CIII \ 0ti W ///� zo'-z t a X�' a �, 17'-0' v Q V z t z re I— ■ r 1 J TERRACE EIS 11 0 FAMILY RO M 0 O ICI ITo irk I I I I WOOD • DATE o\ y L _1 r 0 I I I PROPOSED MAIN LEVEL I I I FLOOR PLAN I I I � BDUL ...11] J 3/1 ,ED. N O A.5 B C I O 8 0 0O — 16079.00 (11) ___ PROPOSED 1 MAIN LEVEL FLOOR PLAN D � A-102 2 4A-102 3/16'=1'0" Scale:3/16"=1'-0" COPYRIGHT© 2015 THUNDERBOWL ARCHITECTS I Received 2/22/17 I— 7 A ® 75 OB 1 OD C E.5 � T OH THUNDERBOWL ARCHITECTS A p pC D 300 S SPRING ST SUITE 201 ASPEN,CO 81611 (970)710-2938 4RDS I I I I I I I I I I 41 TOP 11 OF PLATE2" @ LOW ROOF I I TOP OF RATE @ LOW ROOF 9'-81/ _ +119'4 I/2' , 1 06 27 CO26 25 28 AiDik TOP OF ff @ UPPER LEVEL - _ _ �` —" i 1-1 TOP OF ff @ UPPER LEVEL +115.7 _ +I11'.7" q JT- O. > O. �[_ _ 1 ® \ 04 T 10P OF ff @ MAIN LEVEL u I �+ I TOP OF ff @ MAIN LEVEL 100 0''Au `,}J 1 - 1 `J� �---�� / J /I \ =_I TOP OF FF@LIVING ROOMY w�� � 1J\ �J 7-3jir =li 98,-6�� � LritIC I/ I N. ii ic ® TO' DB 11 07 01 v TOP OF ff @ BASEMENT ��_1_� TOP OF ff @BASEMENT ® s9'-10 1n^ } Q SOUTH ELEVATION O ® ® OE E.5 0 H Y 0 r" T ce A-202 1/4"=1'0" 0 2 4 8 J N Scale: 1/4"=1'-0" < O N J a . T 1.5 OZ 3.5 O4 4.5 T O6 , O V) ,:, 0 _ .., 4 TOP OF AlE @HIGH ROOF 1 1 1 1 1 1 1 1 1 N —I0 _ TOP OF RATE @LOW ROOF AI, V M +119'-81/2' = 4 � 0- .11 1 1 1 1 - 1 F.. 1 1 TOP OF ff @ UPPER LEVEL 4 r +111'-7" TOP OF ff @ GUEST BEDROOM l 4+108'-101/2' ,` _ �Jl �\ 1�1� �/ JrI / '1r r II �r I\ II f ". I( Il 1 1/ II I I( II I 1/ Ir 1 ( ' I 11 O. �ii IOOl �� ( l �� (�i D7 = 9 11 I I 1 11 — Id __4_____It II 10 �—�1 " )f 1 � �� m — TOP OFff@ MAIN 1000`' TOP OF ff @ GARAGE 4 99'-0' � L �� m` _ TOP OF FF @ LIVING ROOM PROPOSED 98'-6" 4 ELEVATIONS SCALE PROJECT 1 1 1 1 1 1 1 1 16019.00 TOP OF ff @ BASEMENT +89'-10" h WEST ELEVATION 1.5 C11) 3 3.5 4 05 O Y /A n_202 2 A-202 1/4"=1-0" 0 2 4 8 Scale: 1/4"=1'-0" COP IGHT° ]O15 TM""OERBOWL.RCHHECn I Received 2/22/17