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DRB140024 PLANS CONCEPTUAL
THE STO,CKMAK DUPLEX 409`6 A&B CO'LUMBIN"E ROAD LOT pp/ ryq 14 BIGHORN SUBDIVISION TOWN C, 0o OF VAIL EAGLE j 00 CO U NTY., COLORADO any 1.0. Unit B Mudroorn Slab 94v-61# 4_19, Unit B Garane Slab 93'41' Lower Level B T.O. Unit B Lower Level Slab 901, -4„ OWNER* BRIAN STOCKMAR brian@stockmar.com (303) 778-8593 shake or 12 18 12 18 Mas*fer Level A T.O. Unit B Master Level Subflo 1101-01 , I 2L,$- Upper Level A T.O. Unit 3 Upper Level Subfloor Main Levrnfl A T.O. Unit 8 Moin Level sub"Now 'S. "'UT'irp" A I 7% co cc pp/ ryq >< C, 0o j 00 7 any c 0 ou f U CD NM LU U 4j 4.0 0 R A2.1 LOWE. & MAIN LEVEL FLOOR PLANS A2.2 UPPER LEVEL FLOOR PLAN SITE AREA: 31,598 SITE COVERAGE: 6,054 ALLOWABLE SITE COVERAGE: 6,320 SQ. FT. TOTAL FINISHED S.F. 4..482 b I GARAGE 1,032 SQ, FT. UNFINISHED 198 SQ. FT. GROSS S.F. UNIT A 5,712 SQ. FT. UNIT B LOWER LEVEL FINISHED 1,055 Q. FT. MAIN LEVEL FINISHED 1,603 SQ. FT. UPPER LEVEL FINISHED 1,632 SQ. FT. GARAGE • f 14 SQ. FT. 168 SQ. FT. 5.372 SQ. FT. M ► lF Design Review Board Conceptual — Not Approved TOWN OF VAIL"' By Joe Batcheller at 4:36 pm, Feb 25, 2014 GRFA Analysis Incomplete. Heights Unconfirmed. 00* 0 Wk wCEPTUA %wo N DESIGN REVIcL'VYNa IF701 A I A&* JANUARY 27, \\ \8406 it t / / / - - - - ' ° •, \ $404 1 1 \ -/ Lot 19 Pond '* X8402 - _ ^ �- - - - -� o Outflow `� 840 1 \\ \ �,' �✓.....v , w ✓ ~ v ,� ° f.- 404 € -'j 8404 mom \ \ \ V .s+'°''i°� r � r f rr:t ,.,..:. ---V r'!f% %. r: ,� ". �..J � � �" ""� \,./..•+' f /. /. �.. ... [ \ l \ V ��frr' t rr/, ::yi r '�'l%. rr .. .. .. ,..,. `.',- +.•+�.` �"'�i •!•'• : ���.~ ... .•V l t \i J''i r f/f ~i r fflfr'. - — _ — _ •- 8:408' {jam V! € i �'/ r' r..rr,:� ,'/ r ;:, - /,`' 4'.t 'r';f ' .. ',,, -.. ' S4 ... •�.. .rr rff /f' Patio r r r � i w« 8403' f + fr rr `.,�' `' % f��''rrr i /J;;:'i /f�JJ,f �: i► i r' %'�'�f � .. .. .. ' p �1 /` / . f f:I % J }t► . J' ! J ,//� /:4f .'p' � � . Jfr r /'' 'r'fr i},'ff:/ // ,r "1' .. 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' •cR. ��y • -mow+*° 8406 f f i ` } �`' / t , a r? it �A � r r f / r' .{'yi / • .'c� .. \ .. , C✓+� t i \ r r ., I� y � r' / Ir !.f' �' t '` � •L / O f .. , r Fire N ra ' \'' •. %'. • yd nt ti ifr f t 1 1 / .., rr . j , ,irr �> /� r/ `' ! `�rr'!`..f�• /',�i `S � S :'. � .. ��� � •!� •, �1 V ! !,r �: f r /� ' �.', � "i; /F'�,r'/' r ,i , j •j I/ , . , \} .. � C� :.,frir`'/ ` ^� ,�f r J:: r f fi �rf/ /" /• _ :�^' LET 14 f • i 1 I /; % ` ,� ,� i ,. "/, • • ... , .... �:� • • :f^ Phone o t 1 31,598 S.F. / r% r/� >'! r!: , Mfr a,% : j•`. % . Pedestal V /.. r:f' ,rrrf r t'i'i'' _t, y�y„�� .`i'i�r`' ,,< �.. .. •,{} i i tt J`;%"'/'�r `fr' , /i ,�:'' f/` �\��/+J`' fi/ ��, �',s4 .. , , y . ..•� 1. r r �L I ! `i V i I `� /rr rr 'ffrfi/ % ` \."' '�'";'o %f�/r,: ` :l%!' :• ,,.. :^. ' '% f $4Q$' -3 "j rar' � �`" t V i I \.�:.. ' f;rt'f r' - °'�,,f�`� ?r`rrf ',''4r' f %i' .. ... • /• •'� �'�..'fi;J� ""' � . � r `\ ! ' t i i I ,�� � j : � irr' r. .. sr ;r� ' .'r' /r '.' :trr'�,' ♦ r'r � ...-. ' � � Y'` K'.'rt,/rf %`!r s r f , 'r .r' i f /j'f r rf r.' ,�r ♦}t :!r;'/ `, �f 'r' �..e .�;� /, .�i / \\ \ f V I r iii J r f` fff :r: r /i {f 84 09' °3' : a r r 4 NO/" J J/ r ' i.. ' it r�s ' S 'r ✓ '``..� , �'� \ \ € 84041 8408 t "'/z fr ,' \ , / Pat€o r•f /iifr :' / r fo r 1 r' TREES TO BE REMOVED j\ �', /01 i Ln \ \ f 8406 c? 1 r 1 1839$ // ti \\ \\ ��'� !I ' r f �i m I F re €QUSe � r r J 8408 8406 8410 r \ �j Loi t 15 8404 l f r 8402 I ' ' i reblQr found 25' Witness pin set € c 'r per recorded piot j SITE PLAN r' 8400 A 1 . SCALE.- 1 10 r- #, t� i rr Lli SITE PLAN a z 41 0 y e • 0 r .' x t O e,' 0 O 0 1`I ti? J o6 0 0 oy Lli SITE PLAN a 0 0 0 0 1`I 0 Lli SITE PLAN LUPINE DRIVE (50' R.O.W.) 8406 F- 8404 \ LIMITS OF 8402 CONSTRUCTION Wge 8408 Edge of Pavement Sewer ,�-dgle Of 0 Manhole rn .............. Ove,,,, Telex Pedestal -_.__ `� `�`--a 100 Ye 0 Street Light Flood o Street Light Plain 8400-- -...., Pedestal 8398 Gas Valve Sign 0 107- 0 oad Sign I Extend Culvert 15'+/- 0 and Redirect Water ------------------------------------------------------------------------ -------- 0 0 8404 8406 C) Lot 19 Pond 8402 01- Outflow 10 OL 840 404 HOT TUB 8404 1/2 0 Patio A < 0 fJl X, 8403' t0// IX, V X . I/ W Valve M '4/ (D M/ 0 LX Z, (D (D X/1", JTA '77 �rx 4, Z r ANTSCHEDULE `a/,/' , kv /X (D XZ X/Z iD X 0 �3 lei "W/z -3t 40 /�W/ ME g/ n 8404 A (D Z e X 8406 fr O rf Z - • f. -3 4W ff F1 Hydrant J. Phone /I X -destal Z v V: X D X W jl X MA 8 404 Z'/, 4, /Z ,X Y4. 408 ,� LOT 14f fi ///Z Symbol Common Name Count Size I Colorado Blue Spruce Quaking Aspen 6 6' Ht. V) min. 8 2" Cal. Il ti 0 0 Q (D 8398 CD rp.hnr foi ind •M . ........... ....... ...... 6 "X tp 8408 8410 Lot 15 TREES TO BE REMOVED Am LANDSCAPE PLAIN, .A1.2 SCALE—* I" 0'-.Otl %-P w Z C) (0 W CID .2 >< 0 M 0 0— 121 00 0 70 .0 0 06 0 0 C) 0 0, U t 0 Co CN (Y) L! 0�1 CY) 0 Pub, twe'.0 Cc w Z C) wt 0 121 0 V'D t 0 CN i. Lupine Drive 50' R.O.W. } ------ ------ 0 Sewer Manhole bridge, EL:8408.24' edge 0 Pave�� - - — - p"edestal EL:8401.61' . ... . ... ZAP 40 3a light 01 n light 05Z()Yq EL:8406.44' road sign 82 telex pedestal Al2,74! gas valve sign e �bacik \ o _ _ -J tb Lot 19 Pond 0 ZI to() (k, 04 402 #0 � rEL-8402 33' 8404 I 0 water valve % 10, townhouse ,1,�' ' 1 Unit A � 4 sf . 2 garages . \ \ I CO 759 , Uni slab elevation 84067 i 1. 01 aspen tree townhouse <\ I r h, °o 01 Unit B 759 s.f. ��'�\� \�' t ,I �'' �; 8405.6' floor elevation 84 S79- 100-in, 00 indicates a control point EL:8404.74! xv 251 Witness pin set (per recorded plat) A. \:?O1 Z) C1> % E I--, 1-11 A EL:8467.54' F-Am"d pole 'tv- - � Notes: I �k 01 1) Platted easements are shown. 2) A title policy was not provided for this suvey. 3) The contour interval is 2 feet. 4) Elevations are based on the North American Vertical Datum of 1988. This relates directly to the FIRM 08037CO493D that was relied upon for the flood plain information -shown hereon. 5) Improvement locations are based upon said Rush Townhouse plat. 6) The pine trees shown are drawn with the drip lines to scale. The largest trees have 2' diameter trunks and the smallest tress have 4" diameter trunks. 7) Total Area = 31,598 s.f. ( 0.7254 Ac. 8) Lot 14 lies within the following Town of Vail Hazard areas: " Possible Avalanche Influence Zone " and " High Severity Rocidall Address: 4096 Columbine Drive 00 CP. d� Xe� fire hydrant phone pedestal pine trees see notes Scale V=10' 0 10 25 30 5 Note: According to Colorado law, you must commence any legal action based upon any defect on this survey within three years after you first: discover such defect. In no event may any action based upon any defect in this certificate be commenced more than ten years from the date of certification shown hereon. rebar found Leland Lechner PLS 30946 County Rd. 356, Buena Vista, Co. 81211 (719) 3959160 OVERALL LOWER LEVEL FLOOR PLAN SCALE: 118 If = 1' -0" I Ili RECEIVED By Shelley Bellm at 4:30 pm, Feb 14, 2014 Scott S. Turripseed, AAA architecture I xris1rucW1 I interi©rdes+gn A2011 OVERALL FLOOR PLANS 0 00 � A, H N � O N N W A' O X X m N _ O v O � `)6 H Q -0 C N z r 00 M O J N O •� = u N >� L w oozz o U 0 °i w U z O U � N ao H N o �� o L o (10i v U W 0 ° O W t C') } v O V W) A2011 OVERALL FLOOR PLANS ! -,t W } O N N N � � N Q z N z J � >� L w oozz U z O w U z O � W 0 ° O W � a A2011 OVERALL FLOOR PLANS ! -,t } O N N N � � N z N z J � J L w U z O w U z A2011 OVERALL FLOOR PLANS F MAIN LEVEL FLOOR PLAN SCALE: 118 If = 1 ' -0" ----- T- - -� - -- GRFA: UNIT A UNIT B 2 UPPER LEVEL FLOOR PLAN_ GARAGE 359 384 A2.2 SCALE: 1/8 " " = 1' -0 MAIN LEVEL 1630 1552 UPPER LEVEL 1815 1675 LOWER LEVEL subtotal 3804 3611 WITHOUT LOWER LEVEL 7415 ALLOWABLE GRFA: 8546 -- --J r Scott S. Turnipseed, AIA architedurre I mnstruct on I irtteiia desgi a ! -.;T a N } 0 N N 0 N � ._ 2) 65 N x Z a N Z Q O .i m Vi zQ�� O 0-* � co N CL < J O = .2 _ N N O o� �— V L (n L 0 W O L c U ° 0 °� co 4-- o U o N v D U °` 0 's U CO "q � w y T L r r O V H A2,02 OVERALL FLOOR PLANS ! -.;T W N } 0 N N 0 N � N Z a N Z Q Q � J zQ�� < J o LU w >� �D zw� U z O w U 0 U oozz U C U 0 � ° H o � w � � w A2,02 OVERALL FLOOR PLANS ! -.;T N } 0 N N 0 N � N Z a N Z Q � J J a- < J LU w 0- U z O w U 0 U A2,02 OVERALL FLOOR PLANS 0 i� s Upper Level B T.O. Unit B Master Level Subfloor 110' -6" Upper Level B T.O. Unit B Upper Level Subfloor 107' -0" USGS 8421' -0" Main Level B T.O. Unit B Main Level Subfloor 100' -0" USGS 8414' -0" Garage Unit B ` T.O. Garage Slab 96' -0" USGS 8410' -0" Lower Level B T.O. Unit B Lower Level Slab 90' -0" USGS 8404' -0" 8403 " -0" = 100 Yr Flood Plain Elevation @ Ridge Elevation 0' -0" USGS 0' -0" Master Level B T.O. Unit B Master Level Sul 11( USGS 842, Main Level B T.O. Unit B Main Level Sul 10( USGS 841 UNIT B FRONT ELEVATION ;- 2,UNIT A FRONT ELEVATION 1 SCALE: 114 11 = 1 ' -011 1 r) SCALE: 114 11 = 1 ' -011 Lower Level B _ _ _ _ MENNEN _ _ `� _ . MEMEN T.O. Lower Level Slab _ _ _ _ USGS8404' -0" — — MENEM 8403 " -0" = est. 100 Yr Flood Plain Elevation UNIT B LEFT ELEVATION SCALE: 114 11 = 1 ' -0" Upper Level B T.O. Unit B Upper Level Subfloor 107-0" USGS 8421' -0" Garage Level B T.O. Unit A Garage Level Slab 96' -0" USGS 8410' -0" Scott B. Turnipseed, AIA architedurre I mnstruct m I irtteiia desgi a a . _ 2) 00 W N } 0 N 0 N o .i x co N r ° P-� (D O M Vi c -0 N CL N z Q r M O = N O U V < L �D zw� O W L y v% _ O O O w U 0 U 0 U oUco T o6 N o co o • N 01- � Q° 0 U w � 's CO � y T v L r r ♦1MM O V H A3.1 ELEVATIONS ! -.;T W N } 0 N 0 N > o N 0 P-� - Q N Q z Q N z Q 0 J J a- d U < Q �D zw� LU w a- oozz U z O w U 0 U U C v Q° o w � � w V1 A3.1 ELEVATIONS ! -.;T N } 0 N 0 N N � N z Q N z Q 0 J J a- < Q LU w a- U z O w U 0 U A3.1 ELEVATIONS UNIT A REAR ELEVATION. 2, UNIT B REAR ESCALE: 1/4,. =11-0 11 SCALE: 1/4.. =11-0.f UNIT A REAR ELEVATION SCALE: 114 If = 1' -0" Master Level A T.O. Unit A Master Level Subfloor 110'-0" Upper Level A T.O. Unit A Upper Level Subfloor 106' -0" Main Level A T.O. Unit A Main Level Subfloor 99' -0" USGS 8413' -0" T.O. Unit A Garage Slab 96' -0" USGS 8409' -0" Lower Level A T.O. Unit A Lower Level Slab 89' -0" USGS 8403' -( 8401 "-0" 100 Yr Flood Plain Elevation @ Unit A Ridge Elevation 123' -9" USGS 8437' -9" Master Level B T.O. Unit B Master Level Subfloor 110' -6" USGS 8424' -6" Upper Level B T.O. Unit B Upper Level Subfloor 107' -0" USGS 8421' -0" 0 Main Level B T.O. Unit B Main Level Subfloor 100' -0" USGS 8414' -0" - Lower Level B T.O. Unit B Lower Level Slab 90' -0" USGS 8404' -0" 8403 " -0" = est. 100 Yr Flood Plain Elevation Master Level A T.O. Unit A Master Level Subfloor 110' -0" Upper Level A T.O. Unit A Upper Level Subfloor 106' -0" Main Level A T.O. Unit A Main Level Subfloor 99' -0" USGS 8413' -0" T.O. Unit A Garage Slab 96' -0" USGS 8409' -0" Lower Level A T.O. Unit A Lower Level Slab AK 89' -0" USGS 8403' -0' 3 , UNIT A FRONT ELEVATION 2 A3.2 SCALE: 114 If = 1' -0" UNIT A RIGHT ELEVATION SCALE: 114 If = 1 ' -0" T.O. Unit A Lower Level Slab 89' -0" USGS 8403' -0' 8401 "-0" 100 Yr Flood Plain Elevation @ Unit A Scott S. Turnipseed, AIA architedurre I mnstrucf m I irtteiia CE!sgi a a ♦ _ 2) 00 W 0 co co 0 N o .i x �° N r O co Vi Q -0 N CLr N Z Q M O = N O u < i �D zw� 0 W L y v% _ O U? O O W U 0 U o u o6 N o C4 u j o • N v U 01- 0 ° o w m CO � y T u L r r V H A3,02 ELEVATIONS ! -.;T W N } 0 N 0 N > o N 0 N Q Z Q N Z Q � J J a- < >� �D zw� Lu W h- oozz U z O W U 0 U U o v 0 ° o w � w V1 A3,02 ELEVATIONS ! -.;T N } 0 N 0 N 0 N � N Z Q N Z Q � J J a- < J Lu W h- U z O W U 0 U A3,02 ELEVATIONS UNIT A RIGHT ELEVATION SCALE: 14„ = ,_0„ Master Level A T.O. Unit A Master Level Subfloor 110' -0" Upper Level A T.O. Unit A Upper Level Subfloor 106' -0" Main Level A T.O. Unit A Main Level Subfloor 99' -0" USGS 8413' -0" T.O. Unit A Garage Slab 0, 96' -0" USGS 8409' -0" Lower Level A T.O. Unit A Lower Level Slab 89' -0" USGS 8403' 4 8401 "-0" loo Yr Flood Plain Elevation @ Unit A Scott S. Turnipbeed, AIA architedurre I mnstrucf m I irtteiia CE!sign a a ._ 2) 66 W y� 0 N 0 N om .i x N 0 O M Vi c a- -0 N CL zQ�C °° o C J J 0- o .� .2 V < L �D zw� W CL L y N _ O O O U LU 0 U o u °'U? 2 N o6 c/) co O O N v U °` 0 � ° H o � w � 's CO � y T v L r r O V W) A3,03 ELEVATIONS ! -.;T W N } 0 N 0 N N o �Q> Z Q zQ�C C J J 0- o < >� �D zw� W CL oozz U z O U LU 0 U U C 0 � ° H o � w � � w A3,03 ELEVATIONS ! -.;T N } 0 N 0 N N � N Z Q N Z Q C J J 0- < J W CL U z O U LU 0 U A3,03 ELEVATIONS