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Home My WebLink AboutB07-0154.PDF ��s~A� �:��/p.o ��5�� <,a�,?,F°`',�^;y�`� � .x�... `�.� ,�`tp'a'�'� }��k] �j�� °��>� \° I 1 � �s r��.. � � �_� -�- �,� � � , � ,� ;: � , �� .r �� ;��;�r`�}��, ' � .�v , ;ry „ �� , �, � ,� . �� . � �� ., ,� �"' �� ,: . ., � h , � J a '"�; '�iJ 'yE"h � ..� .N1° <� $'�.r`��./ti� �� t�j �'f�, ,��i�.�F�°�/ �I = ` t'1'� '6[S!3� �e�� F �•.�Jrt�'T3-si' .r� � /+.. ��,°`c.`.'`-`''G! �iG,�°��-�d � .+i �- TT M f` . -y ARCHITECT � � , � � ._ � .'_" N O d � QS1 ?°"' � OO a O p. p .} � 2 � o 'v s � � a �� .l�;' �c c�i ��$, ��:� "�'�$`., e �O a � � � °- o • -o a� a L � a o "' °0 V° v � ;i,;#.�5u"v��?�f;''u. ,_ O 'II �..„�► .•F��'�'� ` � � �1��+`_r_ �6�,.,',�;t?t"�;�."��.+r=�� Q C. W � r�_ _ ,r,,.•,��; ' ,_y``� r I ~____��1�+ � CONTRACTOR -._ ..�+�_` �, �.....� S79d4I'13„E �v �'►.�,�,� - I65 p�, � "-�. �• "�� _��~�� ' �1� �_�_`` � �� ___ � �� `��,. �►,..� � TOTAL DEVELOPMENT STANDARDS �'```�---.�_� I � SITE SIZE-22169sF � ' ALOLOWABLEIG FA N 68 9sf(76 OF BUILDABLE AREA) � S T R U C T U R A L / � 1 EXISTING GRFA- i5412sf I l PROPOSED GRFA- 15528sf f•�...r i ' _'` � r -- � __ __,,,__�. � _``'�►.�ti�9d47'S6" 1 ' "�..�� 106,7z. I 1 � � 1 �"�"'`�..�� . ' "'_,.. ..,�' 1~ � '�� I� �� `•~ `'~-- � LANDSCAPE � � � . � � � � �� I PHASE I DEVELOPMENT STANDARDS � �� SITE SIZE- 1023Qsf � � - �I ZONING-HIGH DENSITY MULTI-FAMILY(HDMFJ \ � ALLOWABLE GRFA T778sf(76 OF BUtLDABLE AREA� �, PHASE II DEVELOPMENT STANDARDS ' z � � ' EXISTING GRFA-7502sf PROPOSED GRFA-7618sF SITE SIZE- 11935sf � , ZONING-H{GH DENSITY MULTI-FAMILY(HDMF) � M E P ' - , ,__ r __ ,� -- - ALLOWABLE GRFA-9071 sf(76 OF BUIIDABLE ARE4) I EXISTING GRFA-7910sf 1 � I � ` � I 1 � � Ih I �N •-�-- '� I^ lo �� ' ^ Ib � � �0 1 S S t� E S � 1 Q 1 NO DESCKIPTTON IlATE , PROPOSED ADDITION �� TOTAL NEW SF- 116sf u, ' A DRB Submittal 8.26.0 ' o I B Owner Revisions 3.22.0 ' f �0 1 C Building Permit 05 16.0 , � SKAAL HUS APARTMENTS NO SITE CHANGES PROPOSED 'z � � � PHASE I � � , 141 W. MEADQW DRIVE � � � .235ac j � The � � � Bee � , � ' � Residence � � I SKAAL HUS APARTMENTS � �-_.._...__ � PHASE I I ' Skaal Hus#6 i 141 W. Meadow Drive � "�—--..""'...----—...... -�— 107 48' ' .274ac ' � rn. oratlo ,/ —._._._-- � D �, .._..______„�_,_,,,,_�_�_�_ � � N85�3g'42'�W' ""'..-.-...._.,..__�„�.,�r..�„L_ I � �� .Z��l - 178 51 � � `"�-r--`�"— --�-�._....._....,,,-� 71 p3` � ; ------._,_._..,_._�_.._._� _J TOIIV O F V�1 L - . WEST MEADOW DRIVE ROW Plan Site Plan - � PROJFCI NO Scale: 1"= 1'-0" 05-104 DAT'F � � •0 May 16,2007 �1�� Diuwnrsr ral . I I I ��, �� s� S�PTOF - � As Nored 4 + �. �. �� ti', .,,1 �,,�; n 02007 �Arch�tects,mc. ��e -'r,u 3� �/�.:K Y � - �ri�e--��.,_�T�, , _'� � �,_ �� T��LL - W � _ � ��i.::.�,� � ` `, � �.v � _- __ _:.:. _ � ,`� -�-"_�.� ,��.:%�~ r,-a\\�. �� a°� '6 �.--� „y�'�� !j f��F�'� � �� r,3 �',� � , �E�� I � � '� ��;�� -� Z� ,�� ,� ,/ '�� -," �" ( ,A�, � 3��P� v �'�� ,�r. ;; � } i�; �t � �ay��,I �-a' � � � E� � p� Y, �tT� "r� � � 1 `°�� U�� .�"�`�'-`'� '��3 , `� � �°��lt�'°)��°�, �' � �� . �`� �d�y'�, � ��,y ° �, � � ��'�� 1�:��' �` � y r°y u �"' . ARCNITECT � � c � ,a rn �N a STAIR STAIR d � � �:.: � o a 0 0. a .� : � d � t c = o "o s � � a �.::. '.:�;, m m �t,;;,` ��^;=� � � m � o . -� UNIT 2 U�IIT 4 UNIT 6 ? � ��Q v �— V .±�,ry'f 1� ,a�;l,,��g « � � UNIT C UNIT 8 ��;�n�g��ay*'q�� ¢ � � ��st„rad,Pry';,, � LOFT ABOYE LOFF ABOVE LOFT ABOVE LOFT ABOVE COHTRACTOR UNIT 1 UNfI'2 UNIT 3 UNIT 4 UNIT 5 UNIT 6 STAIR ❑ PHASE I STAIR ove�,u EXISTiNG GRFA(UPPER)-3508sf � EXISTING GRFA(lOF1'S)-486sF PROPOSED UNIT 6 GRPA(UPPER)-58sf ELEVATOR TOTAL EXIS7ING GRFA-4052sf ELEVATOR HALULOBBY HALL/LOBBY PHASE II PHASE II THIRD FLOOR BUILDING AREA(TOTAI)-2889sf K�p�L R S T R U C � U R A L COMMON AREA DEDUCTION-292sf BUIIDING AREA(TOTAL)-2889sf COMMON AREA DEDUCFION-350sf CALCUTATED GRFA-2597sf CALCUTATED GRFA-2539s � , L �INDSCAPE Overall 1`hird Floor Plan C�verall Second Floor Plan . , ' Scale: 1"= 1'-0" Scale: 1"= 1'-0" , e STAIR $4--$8° M E P � PARI4NG UNIT B PARKING UNlT A 27'•38' 27'•38" 27'•38" � 4 � N � � y�° UNIT i UNIT 3 UNIT 5 1 +� UNIT A GCE PARIaNG i S S U E GCE PARKING NO DESCKIPT70N DATE r=�ao o; A DRB Submittal 8 26 0 B Owner Revisions 3 22 0 C Bu�lding Permit 5 16 0 CLOS UIVIT 1 UNIT 2 UNIT 3 UNIT Q UNIT 5 UNIT eS STAIR StAIR ELEVATOR LOBBY PARKING UMT C ELEVATOR HALL/LOBBY Ti�e PHASE II PHASE I PHASE II BASEMENT LEVEL OVERALL Be� BUIIDING AREA(TOTAL)-3041sF EXISTING GRFA ILOWER)-3508sF ; FIRST FLOOR COMMOI�{ARfA DEDUCTfON-1792sf PROPOSED UN�r 6 GRFA(LOWER -58sf .=^ BUILDING ARPA(TOTAL)-2949sf Residence ELEVATOR MECHANICAL PARbNG AREA DEDUCitON(UMT A)-390sf(2 SPACES) EXISitNG GRFA(LOWER)-3566s� COMMON AREA DEDUCTION•377sf r„ CALCUTATED GRFA-2572sf PARbNG AREA DEDUCTION(UNIT B)-341 sF(2 SPA�ES) �� PARbNG AREA DEDUCTION(UNIT C)-316sF(2 SPACES) CALCUALTED GRFA•202sf S aa Hus#6 141 W. Meadow Drive Vail,Colorado STOR C MECNANI STOR A STOR B Overall Buildin g • Pla ns C)verall Basement Floor PLan Overall F� rst Floor Plan . Scale: 1"= 1'-0" Scale: >"= 1 -0 PROJFCENO- 05-104 � F l.*-S'Y'SI Y WI `�0* ��'i�� DATF_ M�Y�6�2007 � � � �� I�67�� '.. DRAtY�NBY �OI � ( I � �� v��. � � SCAIP �NOr� SHFFTOF � .\ „ ��e _ _ ,-�� 02007 KML Archdects,mc G ' ��,�� t�.�.. ( '\c�y `^l�ys#y�.�i�`��LY'\`r�'�l+,e l �� „e.. e.�- �u� �.e� :. �a; Y' �' � �� l� .! P',� � , ��,� `M �� ' � �� 'R -��.�� i�;� �� ' `� � �� , , 7 a"V Fj �y �� tr 4p � i t �` `^�� 3 � S ` a F,� �y{ � P � �^1 1_,��y, ��°'�� Y 1 � 0'° ; .C-�, /a � i3 �� 3 � ��09�w:W��9�"��w .�.t`r � ��• 5/8"GYPSUM BOARD ' p�p � �'' ��`�'� � ��.4 y��'"d�=�..,_,,.-a,+'*{°°`r L'0\a � • _ '�� `�� ^:itl=°p�e y /.T � VAPOR BARRIER ' - ° ` UNIT 6 LOFT R-13 BA7T INSUtATION A R C H 1 T E C T EXISTING RUOF ' WOOD FRAME WALL 2 6; oo � UNIT 6 UPPER LEV�L PLYW�OD SHEATHING � � a EXISTING ROOF BEAM � , M O I S T U R E B A R R I E R m N I I ' . EXISTING FASCIA t � o, � I ( '< , . , TO REMAIN 1x10 BOARD SIDING �`"– � ° a I I N�'.� ` MATCH EXISTING °_ °` a .j '• .` t �., UNIT 6 UPPER LEVEL i � ' - ~:M � :� •��,~�. EXISTING STUCCO WALIS lx 3 B A T 7 E N � o .o NEW FLOOR � � � . '� TO REMAIN MATCH EXISTING s � I I 4_ ,y �� 4 � ' � � � I I :' •>'.► NEW WOOD DECK WALL 'T��;� °��g� � � I I '. , •- '=. " AND WROUGHT IRON RAILING �W 1 NEW FRONT WAII t V � r °' o ' •"� �" TO MATCH EXISTING . -a UNIT 5 LOWER LEVEL �' � o �.. • ,� °o � � t<<�:J` New Wa I I Deta i I �u�� .�� NEW WALL ' . �' NEW WROUGHT IRON RAIL �, `'''�'` _ ��,.� � Wl ,, ' ", ` TO MATCH EXISTING Scale:NTS ��^_;,:y. � � � I I � ��,��Y��;�,�.,,�,:�� ¢ � w UNIT 6 LOWER LEVEL ► � - - �� ' . ,• �:� ' EXISTING WALL —�� _, � _' TO BE REMOVED � � , • `� • � . � � . ,•.. �., •. I I . . . , . NEW WOOD STAIR ' �, ..t�'� �` � , w/METAL GRATE 7READS C 0 N T R A C T 0 R ' . � +w 4 CUT 6ACK EXISTING CONCREfE W I N DOW SC H E DU LE PA710 AND REPLACE WITH NEW CONCRETE SIAB TO NEW FRONT WALL SEE STRUCTURAL # R�JOM DOOR SIZE TYPE HEAD COMMEN7S O1 BEDROOM 3'0" x 5'2" DOUBLE HUNG 6'8" TEMPERED GLAZING BU I I�I I7 SGC�IOI� Elevation UPPER LEVEL BEDR�OMS 02 GREAT ROOM PA1R 3'0" x 5'2" DOUBLE HUNG 6'8" TEMPERED GIAZING Scale. 1/4"= 1'-0" S T R U C T U R A L �_ DOC�R SCHEDULE � r T � - - - � LEGEND � i � i LANDSCAPE # ROOM DOOR SIZE TYPE STYI.E COMMENTS � MECHANICA i EXISTING WALL TO REMAIN ; � 101 BEDROOM 3'O"xb'8n HINGED FULL GLASS MULL w/WINDOW O1 NEW JACUZZI TUB W/ � � p � NEW WALL 102 BEDROOM 3'0"xb'8" POCKET TYP INT SHOWER AND NEW GLASS - - � KITCHEN 103 LAUNDRY PAIR 2'6"xb`8" SLIDING NP INT ENCLOSURE 36 EF _ _ - - = EXISTING WALL TO BE REMOVED 201 GREAT ROOM PAIR 3'0"xb'8" HINGED FUil GtASS �� OWNERS EXISTING DWELLING U�IIT �� PA R � BATH CLOSET SEPARATION WALL w I � NEW KITCHEN CAB(NETS M E P AND APPLIANCES ` � I EXISTING SPIRAL STAIR � ' UP TO REMAIN 103 EXISTING SPIRAL STAIR = Y :• �•• � = DOWN TO REMAIN •• .�, . . . ,� , - � . �,� , � LAUNDRY EXISTING DWELLING UNIT .�, . _ ,z , . � �x•;-i� 'r` EXISTING DWELLING UNIT SEPARATION WALL •� '.t• a -; .� - SEPARATION WALL � , ;,;,�: • : , CLOSET 102 NEW GAS FP INSERT �' .,, � FP EXISTiNG ROOF EXISTING DWEIIING UNIT LIVING ROOM � TO REMAIN SEPARATION WALL O I S S U E S NO DESGRIPTION DATE A DRB Subm�ttal 08 26 0 BEDROOM NEW BUILT-IN B Owner Revisions 3.22.0 EXISTING FASCIA z� TO REMAIN � � C Building Permit 05 16 0 .J� -�- // � .�� EXISTINGFRONTWALL = _ _ _ _ _ _ _ _ _ _ _ = EXISTINGFR4NTWALL � - - � - - - - - - - - - ,. TO'�E REM4VED TO BE REMOVED .r REMOVE EXISTING STA1R DOWN ' NEW WOOD DECK WALL � �- - - REPLACE WITH NEW STAIR AS SHOWN � �� SKAAL HUS AND WROUGHT IRON RAILING �� 201 02 r - - The i PHASE 11 To nnarcH Exis�nN� — ALIGN NEW WAII W�I+ Bee - - �� -—-— - - I I- - - EXISTING ROOF BEAM ABOVE Residence ,' `- NEW WROUGHT IRON RAIL UP +36" HANDRAIL � L _ � ;k: TO MATCH EXISTING LINE OF GROUND FLOOR GCE - - - - - - ' _ _ _ _! ___ ' CONC PATIO �_ __ _� _ _ T _ _ __ � - - - - - - SkaalHus#6 � — _ — _ ° 141 W.Meadow Drive �� k � �� ° Vail,Colorado I I DN �. � NEW WINDOWS(ALUM CLA � �1�� DECK �2 , " M I _ �_ � . �•• , NEW DOOR(ALUM CtAD) � _ — – �� _ _�_�� EXTENTS OF UNIT DECKS (ABOVE) _ _ T _ _ ,_ _ _ __ _ LINE OF UPP�tF. FL04R GCE U n I t V NEW VERTICAL BOARD AND BATf'EN _ __ _ _..__ �_.�.._._ .^_ i — WALL TO MATCH EXISTING I I I _ _ I I 6'-102" 3,.4„ 3,-0N • III _�_�-{- EXISTING STAIR UP Renovat�on I I II - j I TO BE REMOVED ALIGN (4j T@ 10 II� - - I I � UNIT 5 � UNIT 6 W--- - - z � P ans . � PR P ED EXISTING O OS Front E�evatior� Lower Floor Plan U er Floor Plan ��. � ^ � D°��n.o 05•104 � E � �� May 16,2007 � Scale.• 1/4"= 1'-0" Scale: 1/4"= 1`-0" Scale: 1/4„= 1►-0„,' �� 9�� •� � � � ��d�� 1�-, � �tu�tvBY ral ., SCAI.R �NOl_J SHEF•TOF w IeP f� � R�,��„�_��– �.__ _ �/� =---& QC 2007 RML Archdects,mc. i t�,f-�'��'�;_ � � --�- - \ �,y � !rr �� '.+''� 'L �� 7 A � �� T�<�� i� I r�,5� y `�,y Wx � �. �N � _ f��- .�. ��0.t� �e� ( �, <� ,,��J-�,��j � � � � � _..:1 � R �� `°`yb ;� �j. - � }.�v`' , ' �ENERAL N�TES SPECIFICATIUNS �� , -nrJ",.�3r�:;,.� �9 (r � � �}y �6°>s , �4'��v'��;\��e� � — `�� f.Li �+ y! s - �po5, a,\ a+*"� � � �^+ Q, � �..,� ��62 pn,e<""�,mz,.s+cr"'�!✓1y�A �/ { J�"m�_"p� 9"'a 6�,,S,p• pJ This structure has been designed to meet the requirements of the 2003 International All framing lumber to be#2 Doug-Fir or better. ` ' , Building Code with amendments as adopted by the Town o��/ail. All heavy timber beams and posts to be#1 Doug-Fir or better. A R C I� I T E C T All omissions or conflicts beiween various elements of the working drawings All Micro=lam's to be manufactured by Trus Joist MacMillan and conForm to the and/or specifications shall be brought to the attention oF the Architect allowable stress requirements for a 1 3/4" 1.8DF Micro=lam LVI. � � _ before proceeding with any wor k so involve d. T he Genera l Contractor s ha l l veri f y •y � � all dimensions and conditions at fihe job site and shall be responsible for the All TJI joists to be manufactured by Trus�oist MacMillan. �� a o s means, methods, techniques, sequences and procedures associated with this ms t c nform to the allowable stress � � °` project. Furthermore, he shall be responsible for coordination of all work and All Glue-lam bea o o � � t requirements for a F24-V4 combination beam. _ � � materials including those furnished by subcontractors. The Architect . a � shall be contacted durin the construction hase to make the 'ob site ins ections � „ �"'`';; � 9 p 1 p All connection hardware to be by the Simpson Company. N necessary to confirm that the actual field conditions are consistent with the �W..�;;�, ; �� o design assumptions and that the construction is proceeding according to the All roof decking to be 5/8" C-C Ext-APA 32/16 plywood. Nail with —° ao plans and specifications, l Od @ 6" o.c. at panel edges and @ 12" o.c in the field • � � � � o All floor decking to be 3/4" C-D Int-APA 42/20 T&G plywood. Glue � � u Live Loads Used in Desi gn: ,,�;u:.-. >4y �� x � Roof N/A (existing to remain) s hea t hing to jois ts wi t h P L 4 0 0 an d nai l wi t h l O d C 6" O.C. a t p a n e l e d g e s -„�.,:�,�'b��h s � a �loors (Live) 40 psf and 12" o.c. in the field. ;�:°��=`�� ` � -� ri,,��,�, �r,��,;, a a W , ,��F.. Floors (Dead) 15 psf All exterior walls to be sheathed with 1/2" O.S.B. Nai!with 8d C�3 6" o.c. at panel Decks 100 sf Earthquake Seism c Design Category C edges and 12" o.c. in the Field. Wind 90 mph, Exposure B Al) concrete to attain a compressive strength of 3000 psi in 28 days. C 0 N T R A C T 0 R The foundation design for this residence is based upon an assumed All reinforcing bars ta be Grade 60. bearing capaciiy of 2000psf. This capacity shal) be verified in the Field by a All steel beams, plates and angles shall canform to ASTM A36 Specifications. professional Soils Engineer. The Soils Engineer shall be cantacted during e�ccwation to inspect the site and confirm that conditions are consistent with this assumption. The General Contractor should review the Soils Engineer s report and foliow its recommendations for excavation, backfilling, grading and drainage systems. STRUCTURAL � ��w��.��r� ��r� �. LANDSCAPE , _.��._ ..��_�� _ ,,. — � _ MEP ��T��i� � � NEW FRAME WALL 1/2" DIA AB @ 32"oc 4" FIBER REINFORCED � T � � � CONCRETE SLAB 1/2" EXPANSION MATERIAL EXISTING DWELLING UNIT EXfSTING DWELLING UNtT EXISTING DWELLING UNIT EXISTING FOUNDATION TO REMAIN 1/2" EXPANSION MATL CONCRETE�S�CED SEPARATION WALL SEPARATION WALL SEPARATION WALL EXISTING 4x10�5 1 S S U E S .,..,___,._ __ _�_ o�� °Oo o��° O o�� °Oo 000 o O o�� °Oo oO°° O o�� °oo o O o ° 00o a °�O,V oo ° ° °oo o °° O, o � °Oo o�O° O 2 7t5�5 C�NT NO DESCRIPTTON bATE 000� �.po�ooc�000 00o a �.po�oom000 000 o �.pa�oc�o � oa� �.p o��.p mo �oo oo�,.�p oc��oo o��.�p oc��a ( � EXISTING FOUNDATION TO REMAIN �.p �.p 0 00� �.p oc� o0 0 �.p 0�1'0 000 0 �.p oc�o °oo TOP AND BOTTOM A DRB Submittal 08 26 0 oO�VOOVo��o opo o r.p�o oOVoOo o��° O,Vo�o 000 000 o O�Vo�,Vo (�oO,VoOO �° OIJo�V o00 00o pVo��Vo 0 0��° X V #4'S AT 24"oc 24 ��J_Q_ _ r _ _ _ _ _ _ B Owner Revisions 03 22 0 4" GRAVEL 4° GRAVEL �24 , = p • . : - � � . � A�'1' C��A�I'(Z�I��F-EXiS�TII�G V�A-Cl. s e ` C Building Permit 5 1 b.0 , ��o dNE`�N SLAB #4 S AT 24 c #4'S AT 24"oc ', '„ � �. . , '° , ; ' . �° ° �b x � 2x6 WOOD STUDS •• 6 - , • • � •a . e � AT 16'I � . . � � • . • - (3j 2x10 HEADER " �6 NEW 4x10 �116 � e , , , —' —+ —� — — ., .. — +..__ 4 9 � � • '`"' T � `�' � 2x14 LEDGER �! 4x10 2x10 LEDGER The #4'S AT 24"oc #4'S AT 24"oc 16 :. �• • • ' ,NEW SI:aB " : • ° � ' w/(2) 1/2" DIA BOLTS �'""�'x'� I�x'�� Be� -----� w 2 1 2" DIA BOLTS 0 2 #5's coNr o o � • . . . �=-�- -�— � , . .-�-y° . EACH STUD � � 4x10 � � EACH STUD TOP AND BOTTOM 4 p - • . � . . � �r > •• ��„_„4x10 _ �0 Residence .. •. ,. , — � - -. — � � IO N b+b _X � 66� +6 � � � 4,Zc,]Q_ �4� o d� I Skaal Hus#6 (2)#5'S CONT (2) #5'S CONT C � � �r�x ��X��'fx I 141 W.Meadow Drive _ � � _ _ _ _ _ _ _ � � � � 4x10 � 2x10 �� Vail, Colorado -----� r - _1__ V�-�?Q-- --�-- --�-� � 4„ 8� 4„ 4,� � $,� 4„ � � I I I I � � , , � � Structura � � � � L J �- -� � • ' ' Main Floor Framin Plan Plans . Foundat�on Sect�on Foundat�on Plan Scale: 1"_ �'-0" Scale: 1/4"= 1'-0" Scale: 1/4„= 1►-0,► ' PROJP_GT NO 05-104 DATF3 � � • � May 16,2007 ^ I I I DRAIY/N BY fd� = S�` a:No�d S,��oF 4 . QQ 2007 RML Architects,tnt / � - — - _ — _ i . � _ i.n 0 0 c � � d- 0 : � . °� . �„� � � ° o0 xa�as s Q� � a` W� y�� WJ �p � I x81507 � � � � � XC� � � •�" � �O � �` ° °> � a: �t ...,. x 8148 3 x81503 � x 81481 L � �, , 0 � °��ir`,?,�; , V V I �'�,ctu";t�`i•;+':, �,�5�1�4`s�'`?' : jt 8148 0 a ' � x 8150 3 � ��;��' 1,�,1,��t��M,f�,«�� i��i.P4t, ,,`'"'`�, b,,�,f�'��f� ;�i,. x a,a�s l ��,;":,�� xa�as� '�;`,.-`��°�`�' ' ,t �°.:�;;��°� x LOTE x8,496 8,5,6 s7s•47� � ' S6 E ' ��6.72. x 8147.4' O M 8150.8 x 8147.1 ' ' � 81485 x8150U Q x Ci.Ci.E. x" x81486 8147.8 ' x 81 3 8148.0 ' ��CI � � � 'a' x81 �� w 7[$148 0 � � � � � 8147 8 x 8148.8 I I x8147.2 �81470 t , � � � � " � OUTLINE �F � N � I z / BUILDING GRAPHIC SCA _ � SKAAL HUS APARTMENTS LE � � OD UIILDING i � i xetas.s I xata�s �o o s �o zo ao �I (�� I xa�4�o \1+ ' I � I I / 1 ST FLOOR ELEV. = 8146.4'� � 2ND FLOOR ELEV. 8154.0 � � � � \/ ( IN FEET ) � O �` � � I 1 inch = 10 ft. � � 8147.4 � � � 8147.3 �———--,�s,�s ��.8, z x � x 8146 5 ENCLOSURE \ 81 �\ � 2ND FLOOR _ J CANT. ^ 81�9 � � OUTLINE OF PATIO ��4 CAN � AT GROUND LEVEL � O � PED. xatas2 � ` (L.C.E.'S) ^ . �x st as.5 N — _ _ �N h+i � , 1 ��-�� ' — � _ 0 � � �� , x s� .� � '�1 O� �j O ' L -- � E-� � � � x 814&5 B� - `'---_ � ' ' � � SKAAL HUS APARTMENTS `—'' � �. c.c.E. � ��` —'�`�—'`— , � o PHASE II � � �' �-+ � N � O � i CONCRETE `'�——_ —__ E—_ r �"`�Ys�� OUTLINE OF DECK ►`� � I x as 4 $� Z / pqTM AT 2ND FLOOR �—► �� ` , , � � / \ (LGE.'S) �� %{) ~ x81462 / \ rTl r"�1 � , WALL � / G.C.E. C� O / O � � "'� �/� � � � _ r�-' Q � '` E"� ----x — �8145 8 8145 6 '�" 1 \ � � _N � � � � 81454 81456 { 81�4.57 1459 �� x 8145(9 � 8145 6 �\ ' �� `` ° �t' � , 1 t � —,�� n(� � lJ o ^ --.� / r IJ � � --- 8145 5 � I � � ' �x 8t 45.7 n� � � � � f v I EDGE OF PLOWED INDICATES A �] �� — e�45 INDICATES AN ASHPALT �a'�4 I DECIDUOUS TREE � ' ! Q � � ___� � ��— EVERGREEN TREE I � ' � �'�."r- ,� �\ \ �8145.2 ' � � --� ' ^ 'x�45.2 8145 2 \ � x 814�\5 5- 1` �81451 ' �c9145.3 \ �8145.3 , � � / N85'39'42"W — i 07.48' � � �a5.z —�._.. --- ---._.. ataa.i ----- ---�. — —�� —� —�, ----- __� EST MEADOW DRO VE C5Q' R.0. W.) 0 NOTES: � � � � 1) DATE OF TOPOGRAPHY: 12/12/2005 �� ' �� (��S�Gi� R�I�t , N `� 2) BASIS OF ELEVATIONS: FIRST FLOOR ELEVATION = 8146.4' �°��F �� 5i � � o � O 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY ��.�D �' 3' � •. � DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, _ Z MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS � ,,.�,�� G �.�1�-.. ►�_ � C� FROM THE DATE OF CERTIFICATION SHOWN HEREON. SURVEYOR'S CERTIFICATE � Q W 4) T H E B O U N D A R Y D I M E N S I O N S, E A S E M E N T S A N D R I G H T S O F W A Y S H O W N H E R E O N A R E P E R T H E R E C O R D I, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE � � �' PLAT FOR THE SUBJECT PROPERN. OF COLORADO, DO NEREBY CERTIFY THAT THIS EXHIBIT WAS MADE BY ME AND UNDER MY SUPERVISION, 5) VERIf-Y CURRENT BUILDING SEfBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. O 6) DUE TO SNOW DEPTH AND SNOW STORAGE, OTHER FEATURES MAY EXIST WHICH WERE NOT SHOWN � � � HEREON. � •. �/ ��'��°��°`�''s � � � � 7) THE LOCATION OF THE BUILDING AND FEATURES SHOWN IS BASED UPON THE TIES TO THE BOUNDARY ------�--------- — �'� �� — SAMUEL H. ECKER a°� �3-o p PER THE FIRST AMENDED CONDOMINIUM MAP OF SKAAL HUS APARTMENTS, RECORDED MARCH 22, 1983 AT COLORADO P.L.S. No. 30091 g�`� � J9� ��; � RECEPTION No. 252155. DUE TO CONSTRUCTION ACTIVITIES AND SNOW DEPTH, NO PROPERTY CORNER FOR AND ON BEHALF OF � 4 � '� : o �: MONUMENTS WERE AVAILABLE TO VERIFY THE ACCURACY OF THIS EXHIBIT. GORE RANGE SURVEYING LLC °�+�e z��.l��e��w r m o • �s/0��°�eaeie�°�SJ@ �y` Y Z bAL LA�� V . o v °> \�