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HomeMy WebLinkAboutLand Use Case.209 E Bleeker St.0028.2018.ASLU, ate, ; p ;. �. # �►�� .,.>; �:. w �. .., .'.; , , �.. e - . +f✓ w. ai ' > (;a 01st • s 4 s li tk.._i'i �"� 4. "# ,$�S•i ; �! 4•'�-,'�r',*,'�, . ; "1 tea! , .i > '' l �O'.; y... ., `,.'.. . C 3 4a 4s., „ �-. '_?^ �. ':w k»..''vi� � HISTORIC CONTOUR EXHIBIT a ! w •'# S':*�. ,.,... ��^'.Y+.l, �11 ,4. p _ '� "i✓ Si w v i.;! _ ,.:..� §"#@. i s �. •.._.i ��S" i � .. ,� ye 4i .,.y.e.,, a., .. .,.3` Yd�""� ,w. 4 � F � y' >'1 `y'.,, ,.* "•., �; :/� y,,..,4 +., "'i 's �� •''t i { Y i�'• S' sy '+, ,�.,.'...' �!, i�.. il, ia, x rJf.. .,-t+ ���°. 3 � $ d.'« _ .z f { t r 3} t.� r,� ; ! ± a•.• 3.,., i 's ,'.�;y's.`i,. ` LOT'S C ASD D BLOCK 73, CITY ASD TJWNSITE QF ASPEN '�' �'v+Ht�"^-�ti .iy - - - : - �: � `s• 9 •'. - � y� y Y l ,. y 3�Y £ t � x i � . �{•} :' i}},# �� . >�• . R ��.�_ COURSE SE .... sal �.,.. �.Mx e.:t ♦rt,icITYOF ASPEN COUNTY OF PITKIN, STATE OF COLORADO 3sSSSS � _, .... ,•• �..2a. 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Brick wal �`� 0 9 e {jgg5.53 _ .�� Brick 0 7„ ,C y 1 S �, pj o�8= oe X896 s, Drive •�6, �g �895,9 1895• orTI 9.4' `3' a �t 7 >89`5, 1.2' t .` 4s 96• { a Q)1l �°" Site Bench Mark GRAPHIC SCALE 3 _ 7g =-cs, Ele v = 7896.40 6.OP 20 , �9 ,.. ...,, I zo 0 5 10 iON Building TSS=' 2.5x5.5 � d'� 1 r 1.2 � � , � • � _ x w .r. n. y '' Setback - 1 '` - Concrete sz, 1 �, / s :f. . �Y LOT'S C AND D, BLOCK 73, CITY ANI? TOWNSITE OF ASPEN, CITY OF ASPEN, COUNTY OF PITKIN, �J6 �I P R13, o A STATE OF COLORADO. f r 0.p r ` '- ( IN FEET) �2 BEGi1���,a ALL Roof Peak 70.0- _ 1 inch = 10 it. City of Aspen i ;}' � Ele v. = 7917.89" ;' �� > .,, � � � A 1 GPS 6 - �S E/ev.= 7893.61't fr x Z' d 7895.40 ' ^� 2 Story PROPERTY LINE ('0U7S/D E� WALL) Frame �8 wide f Brick wall =i � House �p �� � f � 57.2 Flagstone _-alk I / 15-019 49, ' �� ©s � .--- Portion- of wall and fence � l encroachment onto Lot 81 Finished Floor by L o t C per rec. no. 3764£69 Ele v -= 7896.37' 4•� ' bk767, 354 8 1 I A9' =1.27 00/ g - f . 5' X 17.3' O hang l x2.36 79 _ / 1 25 ____; _ _ /_''� 5.3' Building City Ep 8 Cit of Aspen -- - -- op F o �' %' - t}'j Setback i - i4 PS 5 z Elev. = 7915.94 "Y 895.16' Y.I. -P /b 0 r9l' j` 7895.11'_ l �' % _7897- 1 7897- 3 t Q / I 2 Total Gross Land Area�.7910, $�� 6, 000 sq. ft. 9�Q 2' o-fiN o 0.138 acres ILI0/ I � -- =4 Cloy Sewer 7895.1 i 1 f 4.0 Building Line Serving Se tb ack 209 E Bleeker ,l js _ _ _ _ - - f I.3_9 gQ -? tRemorted by ToSherlockTop �� Q; ` End of ,11 Plan er / END WALL _ � `` / Brisk--w�rll- -�j. 5.0 ; Building 895.35 � f % i Setback I -1616" s 7895.09 s �_ f -,€ 4 l t �' 8�,� _ -, t 789 l =I f ==� 19 Seib `_ 0�415� ,1 Wooden -- - �- Shed 1 h4 r Neighbor s -' 1) IMPROVEMENT LOCATIONS AS SHOWN WERE PREPARED BY OTHERS AND PROVIDED BY THE 4 Qf R#` Gara e I JASON R. NEII DO HEREBY STATE THAT THIS SURVEY WAS PREP OWNER TO PSL � 0 = ,.,-CU b 4 - -� ' J 6 '�- • 6' 9 GRED BY PEAK �- TINGE _ - SURVEYING, INC. FOR CATHEDRAL CUTTHROAT, LLC., THAT SAID SURVEY WAS PREPARED „� 2 HISTORIC CONTOURS AS SHOWN HAVE BEEN ROTATED SCALED AND DIGITIZED FROM ^`��� D �O -1899 - BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE AND THAT IT IS TRUE AND 78.,9. 75 - - - ��-6- 71.9 ' TOPOGRAPHY PREPARED BY FALCON AIR MAPS APPROXIMATELY 1950, THEREFORE, CONTOURS ARE f - _ OF HISTORIC GRADE ONLY. ONCE SAID CONTOURS WERE CORRECT TO THE BEST OF MY KNOWLEDGE. AN APPROXIMATE REPRESENTATION DIGITIZED A SURFACE WAS PREPARED AND P CONTOURS HAVE BEEN INTERPOLATED. SAID HISTORIC� O 'c50: CONTOURS HAVE BEEN RAISED 5.31 FEET FROM NGVD 29 TO NAVD 88 ACCORDING T4 NGS CONTROL r _ - - -�, �A` DATA SHEET ON BENCHMARK Q-159. s -' 7897.04 R S014 P. O; 37 03/20/18 L L i� V 7897.77 Drawn By: - ' S"Veyi NO. Date Revision B Project NO. ' j�C• ��� �� JRN CATHEDRAL CUTTHROAT, LLC. x }� Checked By: CITY OF ASPEN, COLORADO 17068 :u P.O. Box 1746 fle, CO 8JRN Ri1650 HISTORIC CONTOUR EXHIBIT Phone (970) 625-1954 ate: Fax (970) 579-7150 LOTS C & D, BLK 73, COA MARCH 20 201s www.peaksurveyingine.com ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION Ww.peaksurveyingine.eonl ' ANY DEFECT IN THIS SURVEY WiTIitI3 THREE YEARS AFTER YOU FIRST ^- Me- 249 EAST BLEEKER ST. BASED UPON . ©ri1p11teT DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN 1 OF 1 THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF nffi C 0 "' II C 2O0? _ ' ' OE3g.DWG CERTIFICATION SHOWN HEREON. C U) O CL O n Z Q J n W 0 Q Z Q ry 0 17 U / Z J w n Q W Ld V) w W m w Cid N V_ 0 U) U O Qf0 / cr 0 0 HISTORIC MINING CABIN DIRECTED OVER SIDEWALK AND INTO EAST BLEEKER STREET LOT E MINOR REGRADING IN THE R.O.W. EAST` OF THE PROJEC LIMITS MAY BE REQUIRED TO ACCOMPLISH THIS TASK N OTEs: 1. ALL ROOF DRAINAGE FROM THE WEST SIDE OF ADJACENT LOT E APPEARS TO BE CAPTURED BY GUTTERS AND DIRECTED INTO ON -GRADE BASINS VIA EXTERIOR DOWNSPOUTS. NO ROOF DRAINAGE APPEARS TO BE TRIBUTARY TO LOT D. 2. BASED ON THE "GRADING, DRAINAGE, & EROSION CONTROL PLAN" DATED SEPTEMBER 20, 2012, PREPARED AND RECEIVED BY 'PINNACLE DESIGN CONSULTING GROUP, THE RESIDENCE ON LOT E APPEARS TO HAVE A MAIN LEVEL FINISHED FLOOR ELEVATION OF 7896.50 WHICH IS LOWER THAN THE 7895.56 TDP BACK OF CURB ELEVATION PROVIDED ON THE SAME PLAN. AS SUCH, POSITIVE DRAINAGE IS NOT PROVIDED FROM THIS RESIDENCE. 3. THE DRAINAGE REPORT FOR LOTS E AND F DATED SEPTEMBER 20, 2012, PREPARED BY PINNACLE DESIGN CONSULTING GROUP, STATES THAT "WE ARE PROPOSING TO CAPTURE THE 100 --YEAR DEVELOPED STORM: EVENT AND COMPLETELY STORE IT IN AN ON --SITE DRY -WELL TANK". AS SUCH, YCCD IS RELYING ON THE DESIGN BY PINNACLE THAT EVEN THOUGH INADEQUATE POSITIVE DRAINAGE IS PROVIDED, THE ON --SITE SYSTEM IS DESIGNED TO ACCOMMODATE THE 100 --YEAR EVENT WITHOUT AN OVERFLOW TO LOT D. 4. POND TO OVERFLOW IN SHEET FLOW CONDITION INTO EAST BLEEKER STREET RIGHT--OF-WAY AT ELEVATION 7897.00. 5. SITE IS NOT WITHIN ANY KNOWN, MAPPED NATURAL HAZARD AREAS. N� 5 2.5 0 5 10 SCALE: 1 "=5' CALL 0 1 1 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. bi Ld ,ry Q I.J... 0 W W = W J 00 F, d - h I Z SUB—BASIN Qio (CFS) Q, 00 .(CFS) O 0:05 co 2 <C 0O Uc/) z F_ .-- [� w W F_ w v w O Q 0 o 0I w 0 00- m tU t!a <t F-4 ti � N � ✓ z V ., o0 H Q Q o o Q$ SUB—BASIN Qio (CFS) Q, 00 .(CFS) 1 0:05 co 2 z 0.28 A 0.17 0.29 4 0.03 0.07 F-4 ti t� � ✓ z V ., o0 H Q Q o o Z N co N cv M co N m r-- W O W > A w 1 Q U) N J Z d -F- -J U aaoit 0=L-wJ�U- D d 0 Q_ a- ui z 5 Z�uj tAW E- _ '.'. C7 = W %" f.- to 0 wt�v3F-Q=� rK__� o,:- =s0zw�z�rs Z 0<2-w0 o2�wZ UE--060so<~ =QZ}.0 w w0owwz3n oWUz 0UHL ua Wo a' J w--EW� J WZ =Qaa�orr FLOW RATE SUMMARY TABLE SUB—BASIN Qio (CFS) Q, 00 .(CFS) 1 0:05 0.17 2 0.15 0.28 3 0.17 0.29 4 0.03 0.07 w ;a i _t 2>- >- >- >- >- < -� -a 7)-� ti � h H Q Q lh r 1` N co N Lo N co N m r-- T- z v Q w 1 10.1 U) O U O O Z w a_ o W cr C/) U) 0 W{to LL W Z o D O Q Wa0 O Z SHEET TITLE DRAINAGE PLAN (PROPOSED) SHEET NO. C5.1 -i 0 ;a i _t w w w ti Q Q Q lh r 1` N co N m m m w w z v Q w 1 10.1 SHEET TITLE DRAINAGE PLAN (PROPOSED) SHEET NO. C5.1 -i 0 ;a i _t