Loading...
HomeMy WebLinkAboutPEC130029 PLANS.pdf'l I i NOTES 1) DATE OF SURVEY 9/9/04 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR 02' TRUNK DIA DECIDUOUS TREE EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE fv 05' TRUNK DIA DECIDUOUS TREE 3) NOTICE ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL �f ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS l AFTER YOU FIRST DISCOVER SUCH DEFECT IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE 0 T TRUNK DIA DECIDUOUS TREE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN FL HEREON G 0, 10' 20' 30' 4) BASIS OF ELEVATION SEWER MH NORTH OF NORTHEAST CRN LOT 6 (SEE DRAWING) �r'�(j'�_ 1 0' TRUNK DIA DECIDUOUS TREE 5) BASIS OF PROPERTY LINE LOCATION SW AND SE CRN LOT 6 (SEE DRAWING) 6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE AS SHOWN ON THE SUBDIVISION PLAT ONLY A BOUNDARY SURVEY WOULD BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND 0 2' TRUNK DIA CONIFEROUS TREE SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS 7) WATER FEATURE AREAS UNDER CONSTRUCTION AT TIME OF SURVEY 0 5' TRUNK DIA CONIFEROUS TREE / 0 7' TRUNK DIA CONIFEROUS TREE CURB & GUTTER (TYP ) ELEV SHOWN TO TOP BACK OF CURB 1 1' WIDE CONC WALL WITH STONE VENEER G SEWER RE RpN 9286.6 ELEV SHOWN TOUTOP BACK GUTTER OFF CURB) FOREST ROAD (50') MEASO IM EL= 8244 2' QEP� GO &246 7 �- ----___ 3'X 3' STORM CURB INLET 8246.4 GRATE J\E� � WATER FEATURE `=- `--- �-- --------�--- 8246.2 _ + 82448 8244 7 \\ -- --- alf r„ 8254 , 82468 N F ,459 �as.a 82461 aa� WATER t,l `\," - VENT PIPE 82449 FEATURE 82616 r �i / 82 9 6 / 9z ' NGE 291°o x ,l ��� _ t 82462 _ e24s6 (� WATERFALL FEATURE 82 ' GORE _ EDGE S 77'40 E _ 929 4 Sov — - 1 � 826 E 150.0 o �� e r, S //-40'E 5500' 7�— -- -- '� �� x x82619 `�, 82447 82.ai r 4 / FLOWLINE �..-- 82662 e2<9 2' X 2' ROCK e2s12 , 46.7 - azsa LIGHT POST __---- —_ x i "A I also ,o / �° BOULDER WALL - - - x 82696 8251 s 7AVER D� IVE �1 ,�� (TYP ) j1 5'tN& ROCK WAL' �a`45 x s I 1i - 1 1� R 8253. / N %WA L U, , x8265 8 0 �/ 4BP I 82s' x I AOCESS E�¢SM NT �� SPRINKLER IrT ' 827 as 3 4 x az' z ' �I RECORDED BOCF\K 570, AC 202 -' j" I j HANDHOLE P�VER DF4VE-tom `� x s x � �� _72 � ROCK ,�.� 'F � a� ,\\ 82 X i � ' �* ��� " A _ - 38 g5' ( 82491 1 BUILDING STEPS _ 40 `s N85 W t OVERHANG '', �S- Z- 16 6 01 47 / A 8269 0� �. 82 0� a WATER j A R DECK Et€v e"-4, �' VAL �� "' � / DECK 3, w \ DECK \\ 1 9 0 A 5 7 Lo oEprc ENTRY ELEV 82 a \ \� �' e2 984 , , / \ \ _ 1 8269 8 j ' , 1 1 1'ROCK�WAL� _1 ��a STOOP EL (' SPRINKLER '0 t / _�1 0' 2 0 NOTE LOWEST DECK ELEV- 9289 CTERLINE r (�l VALVE ' OVERHANG \ , 82714 ' -' S_- 1 9 (BELOW DECK SHOWN HERE} i WATER , ; - \ 1 t ✓ _ 6 FEATURE =i a274 ` ` _ GARAGE SLAB 19 Z S FINISH FLOOR � ,�,I-_ _ SEWER s�s , EL= 8270' co MANHOLE ;� CHIMNEY EL= 8271 3' STEPS LOT OVERHANG 82768 f 7r� i O LOT 6 , �� /z�a I {� �- 8 ��'�� ENTRY 0 3611 AC VIEW POINT /WATER ' = 2(` \ AREA 'FEATURE' BUILDING LOT 5 1 0 3 STORY WOOD "� N FRAMED HOUSE x � 827 a \ 82 9 �— � i� -, t� 8262.8 y LOT 8 l 3 , sz9o1 DECK # r, \ ROCK WALL (TYP ) 00 �� UPPER DECK ELEV MIDDLE�DECK ELEV ' 82787 1 i / `, UPPER DECK ENTRY ELEV MIDDLE DECK E#iRY ELEV J O 1 �r x x1,82717 1 O '�� x XI .3 �`1 82699 < STEPS\ 2 e �� - y _ �j1 � / \ ENTRY LLJ CHIMNEY 11��z7z7' \ � '�i 5 9 PATIO AREA WITH N 5�p' ,, FLAGSTONE PATIO \� / \ 04 N 0 7' CONC WALL i____ ROCK WALLS AND BUILDING OVERHANG a t e�19 719 \ �\ LANDSCAPING aze99 w -_ 98- ROCK PO xa2787 PAVER FLOOR ELEV u, __ 7p \ 3DECKTORY Z 7 1 1' WIDE CONC /ROCK WALL �-� 4 u' 6 - 992 9298.8 e2a9s I az�s BOULDER WALL (TYP \ DECK\PATIO _ ____-- \ 41 q _ ez9ae ———— —_— / -� y o \ G \ ROCK POOL aqo SPRINKLE �� 828 \ 0 \ 92978 BOULDER WALL aerie DECK HOT TUB POOL �, 9 VALVE - ``�' '' \\ AIR �c` � ---- - r,a$9�b 9296 7 3 \ / COND ' ' r 8290.3 1 sev.0 CN __ A V / ----— - -- ---- 8290 l -�- �\ --- THERMOSTAT t `_ -r--mot ryli r .o �� _ -- � ' /'/ ; r�i'"> / .,e>•sw , , �, % ' Y U7 ��� LOT 5 •,\\� --____---- -- _-_`_ _.---------------- -------��, _ -z�, � {%� , r , r 1. \` \ -- - _— 8300 _ i 8290 ��_''- � -� - -- f. SURVEYOR'S M Michael J Post CERTIFICATE Professional Land Surveyor registered under the laws of DECIDUOUS TREELINE - - -_T-�--_� \ _ I\�- --� ` _�I��. the State of Colorado, do hereby certify that this topographic survey was _ - made by me and under my supervision, and that the survey Is accurate and �_� ____ _----- __ _______-----_ - - _ SEWER _ - correct to the best of my knowledge UTILITY EASEMENT I MANHOL (NO WIDTH DIMENSION SHOWN ON PLAT FOR ESMT) -- � � � �. ----- - \`\� _ _ ---� -� I 8310 ----_- _ f --- - ------ - - - - - -_- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - ` - - - -1 :- — � — Michaef Colorc — --- N 7740 W 150.0 ��t y i1 / Dater FOUND PLAIN �A t #5 REBAR LOT 8A FOUND PIN & YELLOW PLASTIC CAP J _ -- ------- LS #2568 MSM�ENG LOT 7 11 LOT 4 T❑P❑GRAPHIC SURVEY LOT 6, BLOCK 7 VAIL VILLAGE, FIRST FILING TOWN OF VAIL 41199 HIGHWAY 6 & 24, EAGLE-VAIL P 0 BOX 1230 EAGLE CO NTY, COL❑RA ❑ EDWARDS, CO 81632 (970)949-1406 1203-6TOP0 DWG M POST 9/14/04 JOB No. 1203.61 U N d0- � N f� N X }, O U O u- L • ZONIN6 SUMMARY EDGE OF PAVEMENT P5 PRI MARY / 5EGONDARY RE51 DENTI AL Q- co o co z / IY WIDE GONG. WALL -0 000 WITH STONE VENEER Qj co M 517E = EVELCFMEN7 0 0 57ANC)AR�5 o ` - - - 0 :' LOT SIZE _ .3611 ACRES, 15,730 SQ. FT. O q�2 DWELLING UNITS = 1 5ET13AGK5 SUMMARY: s 7�°4\ J REQUIRED = 20'-FRONT, 15'-51DE AND REAR FRONT +/- 26.5' \� EAST 51 DE +/- 18.0' - - - - WE5T 51DE +/- 2q.0' REAR +/- 36.0' LOT 8 \ 1.11 ROCK BUILDING HEIGHT: iL\ � e)'200 �ER DRIVE BUILDING WALL � -NATER VALVE ALLOWED = 33' OVERHANG 31 -FIRE HYDRANT \ _ 6 31X 3' STORM 51TE GOVERA6E SUMMARY: 1.5' WIDE ROCK WALL o GRATE ALLOWABLE 51TE GOVERA6E = 20% = 3,146.0 50. FT. a<Z o 0 0 0'0 W Z Z J U - H WW WATER ACTUAL SITE COVERAGE = 20.2 % = 3,177 5Q. FT. x � o � _°�W w \ FEATURE OvW>a� vW �ava° w _ PROPOSED 51 TE GOYERA6E = 21.4 = 3,361 5Q. FT. Z° =W- Z 82\ ;n 2' X 2' ROCK s 7 - <��o�W ..~ ~Z� 'Z� Y L16 HT POST 4p W °a?�°Z�� °o°z<2 29 0' - _ N ss O\ LAND5GAPE AREA = UNGHAN6ED �,x w x x a U�UU. °W a W 2 a U W N _ Ir w --a 8�8° \ 20 �R NT �TB� I SNOW STORAGE = UNCHANGED °U _ _= o°°0=Z ROG Jwx awo o-000� \ 6ARA6E SLAB I STEPS ,� cK LIIyF a ?E g a o 0 0 z I.I' ROCK � -�� EL= 8271.3' - \ y / i c�waowc�°z 0� oW°w°V WALL I \ PAVER O I VE w o n <W W O 0 W <�_~_ I \ \ \ \ I I I a w O O w Lou O r�¢Z o~U I O x w 23 x z z z 0 \ I f \ \ AGGESS EASEMENT FARAD I NG SUMMAR*i'o U r m c5 a P a<n ¢°w¢a ¢ RECORDED BOOK 5-70, PAGE 202 REQUIRED - 5 o I 3 STORY WOOD ELI 82 7000R APPROXIMATE \ 3j 6' W m Z J j �' 0 z EXTENT OF DECK PROVIDED - (5), (2) ENCLOSED (3) ADJACENT TO THE ° w J N \ \ \ FRAMED HOUSE I - _ � LLZ�< co \ I ADDRESS: 146 FOREST ROAD 82 AT MAIN LEVEL \ - - �85°40� - z a°-w° o° J z i' � _ 6ARA6E Z \ \p \/ \ - - \ \ W 38.85 o-z- x o J-oZO° \ p7 Z(�Z- W ZU07 290 � -� � \ \ HATCH I N6 I ND I GATES T,l II - - - \ \ � \ � ��o� APPROXIMATE EXTENT OF U w z m o ul°W U H W o a o BUILDING OUTLINE PATIO TO BE ENGLOSED \ \ \ GENTERLINE °'x o ¢13 ul Z o u1i 120 BELOW THE DECK \ \ \ \ APPROX. 2.0' 2=z a o w <U»m°00u), U- \ 0�7 GONG. WALL---�` \ \ - \ \ Zwx¢ai°zWwm'2ZQN2<1=°LL \ \29p \ \ ` \ \ \ FEATURE TER aW�<nwxL°o¢°ww n� nJ -- Q2::)< z-aU� � \ \ \ wx�¢a�xwzc�!` wxW� - - - - CHIMNEY \ z \ \ \ \ \ \ � \ G BUMMARsr �wLwZ1,"'16 W'- ° _ �¢ro z z w W u\ \ PATIO AREA WITH \ I I \ \ \ \ \ W =wzoW,--,Y'z02'. n / \ \ �-�-w> O m Wacn 8 ROCK WALLS AND \ I \ -� \\ � \ � \ \ �°aWoa�aOZwW Oo _ �s \ \ \ \ LANDSCAPING \ I \ \ \ \ \ ALLOWABLE = 6,584.0 5Q. FT. x LL W W \ I Ln \ U)XwgWWwwxnOO c�zc�CO APPROXIMATE \ I -J I \ \d \ \ �� 0 0>o 0 z U)i w Z <LL LOCATION OF 0 \ 1 \ \ \ 6° ACTUAL aiu~iW<0z,w-ap�O=�ow w H W W o¢ °U \ W I \ ¢Xaw-ooxa��awwz== SPIRAL STAIR � I \ - \ \ \ \ ENTRY LEVEL EXI5TIN6 TOTAL = 2032.0 5Q. FT. Z W m a W=w w° °a FROM MAIN u� LEVEL DEGK q � VA \ V A A \ V GREDIT WITH 35% OF PERIMETER = -711.0 SQ. FT. AIR BUILDING I BELOW \ ry LOT 5 \ �\ BA5EMENT (q0 OF 254) \ I.I' WIDE GONG. GOND. \ OVERHANG 8 \ \ \ \\ 83io - \ROCK WALL �qo `� _-- \ \ \\ \ ENTRY LEVEL PROP05ED = 184.0 50. FT. LOT 6 � � � � � � ` 82QO- � � \ \ 24.0�� \ \ \ \� � (' 0.3611 ACRES _ \ _ _ _ \ \� ENTRY LEVEL TOTAL 6RFA = 1,505.0 5Q. FT. 15, 30.0 SQ. FT. \ _ _ �- HOT TUB POOL \ GARAGE = 437.0 50. FT. W Z \ \ Cs �D (600 50. FT. ALLOWED) J -\ r 83 NOT I NGLUDED IN THE ABOVE _ L L v (No ky\7� - � � � - - - - ���-�GKLINE V �° � v ` \ ` \ v I \� � � \ \ \ D/MENs/ON SHONN pN� _ _ - y V A \ \ ° MAIN LEVEL TOTAL 6RFA = 3,043.0 50. FT. J \ \\ fzOR e SMT- _ 8310 _ \ \ \ \ \ \ UTILITY EASEMENT LL \ UPPER LEVEL 6RFA = 1056.0 50. FT. Z FOUND PIN YELLOW PLASTIG GAP \ \ - \ \ \ ` \ - \ ` AIR 5PAGE OVER I6' H6T. = 400.0 50. FT. W W LS #2568 MSM EN6. \ \ \\/ to \I OUTLINE OF ROCK HOT AT LIVIN6ROOM O TUB/WATER FEATURE Q UPPER LEVEL TOTAL 6RFA = 1,456.0 5Q. FT. J LOT 7 a. v ` v SEWER \ ` TOTAL 6RFA = 6,004.0 50. FT. LU J MANHOLE V v EXI STI N6 AND PROPOSED V \ \ W > p O FOUND PLAIN \ V) EX 1571 N6 ANA # REBAR W � FROPOSE=� S ALAN J LOT 4 0 �W 5GALE: 1" = 10' O Q � V m c6 O U. 0' 10' 20' 30' 517E N07 S : m (0 J � � Q 1. A. THE TOPOGRAPHY, SURVEY DATA AND EXI STI N6 SITE IMPROVEMENTS I ND I GATED O= J > ON THIS PLAN WERE TAKEN FROM A DRAWING TITLED: TOP06RAPHIG SURVEY, LOT 6, BLOCK -7, PROPERTY LINE VAIL VILLAGE, FIRST FILING co M TOWN OF VAIL, EAGLE COUNTY, COLORADO O T- - EXISTING 10' CONTOUR PREPARED (STAMPED ff SIGNED) BY EAGLE VALLEY SURVEYING, ING. CY) N EXISTING 2' CONTOUR AND DATED: a-I6-04 ORIGINAL 10' GONTOUR 0 _82_8°_ _ - (PRIOR TO ORIGINAL B. THE ORIGINAL TOPOGRAPHY 10' CONTOURS INDICATED ON THIS PLAN WERE TAKEN BUILDING CONSTRUCTION) FROM A DRAWING TITLED: z TOPOGRAPHY N LOT LOT 6, BLOCK -7, VAIL VILLAGE FIRST FILING p TOWN OF VAIL, EAGLE COUNTY, GOLORADO PREPARED (STAMPED $ SIGNED) BY EAGLE VALLEY SURVEYING, ING. AND DATED: 2-17-87 A I U N It NI-- o X U 0") LL L U) Q 00 O Lr) 0 2 r M co 0 o X o � U LINE OF BUILDING LINE OF BUILDING /�- ABOVE / /�- ABOVE I I I LINE OF DECK I I I LINE OF DECK �– II ABOVE II ABOVE 1 11 OQ 1 11 I I I I co I I ; MECH. ROOM / ¢aO�w z MECH. ROOM U,_ zU0¢ rL O��w� j ❑ zU���U LL, LL,/ W a'UU❑'o W x U/7Z / O ozU� I 1 I ELEGTRIGAL PANEL � � / / SE BEDROOM %f/% SE BEDROOM }_ __ °° x Z PANEL ❑I--ui-11i z� a / a oN000� ❑ J H W W I I I I I ¢ ?� °O°~gz z<I Z po m oLLaowo�Z o0Ow U W Z W W ❑ W Z¢H m W H Ir NEW INTERIOR WALL \ > pzaw°pao ,IDoz�r \ O z w t E 0 m z z w j z tr a Z I U F-M00-D a-0 ¢❑w¢a�¢ I I GONSTRUGTI ON I I I X I II D O ELF I II D /EL1= Wmz� �; oz °� x(n a m m ❑� Z a Z J H ~Z ¢ W W JwU(n❑x�}W= 0OZ�LLU�z�9w�=0Z�U L - Z a o W o❑o n�Z LL O Q } ❑VjH J¢UO¢ �zUaz00C7wx} NEW WINDOWS AND � ��owLL°z❑��oa�~ EXTERIOR WALL / mzoz-W gwn¢UUZUm07 ¢¢o}z a¢w w x�0, CONSTRUCTION PATIO 0°WZ--Q3:lH�w�w�o W Z=WO w-Z l—ARGHED OPENING b� o ��<¢�� ZxZaU` .W QILLi.(�U07Z- ❑�� / ����w}��UO�o��omao / NE BEDROOM NE BEDROOM FINISH FLOOR FINISH FLOOR =U ° 8=w Q m Z°o Z W Un Z EL. 8270'-0" EL. 8270'-O" W W w:w= v a oo z o W =�1OH�owU W pLL OJODO¢Y LLJ L IE U U` }W H°Z�- Z O a LL Y❑0 2HW=OWOW�°J�U)U)= ' a x¢W-O U x¢2 u a W LL Z=_ EXISTING STONE HATCHING INDICATES \ ��❑v�z 0�of m w:)< }o w VENEERED PIERS I ADDED FLOOR AREA \ ?w m I LL LL x W LL U o a (TYP I GAL) co W Z J � LL c Z LL W ♦♦W LINE OF BUILDING LINE OF BUILDING O V ABOVE ABOVE Q J W J u - Z � PARTIAL. W ° Q O PROPOSED GOT I T I OBIS PAT I AL. - EX I ST I N6 °- ti � 00 ENTRY LEVEL L00 L N �L LL L Q W SGALE: 1/4" = P-O" PLAN SGALE: 1/4" = P-O" PLAN o NORTH NORTH J W J o� m WO m C O v LL PROPOSED SRFA = 184.1 50. FT. m F- J EXISTING SRFA: = O W Q TOTAL AREA = 2,032.0 50. FT. > GREDIT WITH 35% OF J r PERIMETER BASEMENT = -711.0 50. FT. (q0' OF 254') M M TOTAL 6RFA = 1,321.0 50. FT. C) 6ARA6E = 437 50. FT. Ir- N (600 50. FT. ALLOWED) NOT I NGLUDED IN THE ABOVE -0 E z aD o A 2 U C) � n N ti U o X ROOF RIDGE U LL EL. 8306-3" Q 00 O L0 2 CO LLL -0 CD oo M -0 M CO 0 X _O O O � m U O (n o- > LLU 11 IT H ILLLLLLLU L UPPER LEVEL — - — - — - — - — - — - — - — - — - — I I U11 UU11 Hull uu 11 un ullull UU11 Uff H Hull u R Uffil uu EL. 8280'-O" - - - - - - - - - - - I f 7771 1 1 IE Ix6 VERTIGAL WOOD SIDING (TYPIGAL) STUGGO :1E :11 p m imZnpn 'U J CZ 9}wfW w F=- J ZU�� d. W��F-0 - C7 w ja. m rnmoUn.Z MAIN LEVEL � 0.-,J W �U7WNW W S(Jjw�WO J F_ LLZZ�°m U m 0 W = q Z W pwzWO��Q Oz0-a� KITCHEN STUDY EL. 8280-6 w Ja-~~z0m NOVZmm JvwUH-w U` O m m O W 0- of Y O W Z p~¢ MAIN LEVEL U p U J _= OF p Q W=W Ilk EL. 82-q'-6" - - - - - _ za¢o_j(°Z 0 ILL 0� ¢ ?w°J-W,p Umf, : �v�¢� Wz °o0N�z I I I o wftz �W In ao<x Z WO p.Za W Q o W p W?¢H m W H m mp-�- a w w w O w U o o }Q Q}O~U O x W m m=m z z K>z m m U rmu)o.Dl-a lQ ¢pw¢aR:a wpw w } O� z wwJz uwi �}w= mwa¢ a pw zaz �� OOZLLLL.0 SD��W JUQJJU z a Q W O j� Om O W�W O¢�¢OZmOF-ZJw mom°ct w w o z p m°o~a~ J¢UOQOWzoazo8�9 W°m aZZipz�0n-Ww<U zXm / W,�aa��zpOO�z�"''�� U O ��m�c9 QcwiW O Q� W z ,X Z°o z oWU¢ �W n w WpV Fa ENTRY LEVEL m � LL U0°z?a8g EL. 8270'-O" - - - - - - - - - - - - a���?�F3Q�J J¢}NUJ zww6w°zwwwmFZ¢U2m<T" In w uj co o8wP-w.wvz¢¢�F�� 2ww=wzmm.~zzoza°C°o =v�p�' =�QmZO�?W�jz WW W I W W LLLw2mC7UaU zU' fn _ O F m W m W p W m m OU W UC7}wl-OZ�v�W zQ¢�}oU n Z m l }o m J a¢W o w a WW mm°UH ZWJmaO°¢F'�ow a X a W-Q o p¢m m¢w W Z== ?W<mm�mdli2w, fto<F-f- FINISH PART I AL GRADE EX I ST I N6 NORTH ELEVATION 0 LLLL I Z SCALE: I/4" = I'-O" W LLLLLLLIL Zi LL 11 1111 U) O to J UPPER LEVEL III I I I T 11 1 111 T 11 11 11 11 V UL EL. 82g0'-o" W W Ix6 VERTIGAL WOOD V SIDING (TYPIGAL) O_ H J Q J_ STUGGO a W J V — MAIN LEVEL Z OL ® KITGHEN $ STUDY EL. 8280'-6" ��, W O OL MAIN LEVEL - - - - - NO �e 0 EL. 827g'-6" W V 1E O O X a j j w 00 W O 00 cfl O NEW WINDOWS WITH TRIMS / U U. J TO MATCH EXISTING AND EXTERIOR WALL = O '1* Q GONSTRUGTI ON j ' OL ENTRY LEVEL EL. 8270'-O" - - - - - - - - - - - co M FINISH O GRADE (p � N m E Z PROPOSEF NORTH ELEVAT 1 ON 2 A3 U °� 77 77 n N ti U ROOF RIDGE X - - ti Q - - - - - EL. 8306-3" U LL Q U) 00 O Lo 2 CO M M CO 0 X _O O O fi A- � m U O ffim ____-- WOOD SHAKE ROOF I N6 / (TYPICAL) LLLiLL -1 E: —1 FINISH - UPPER LEVEL 6RADE EL. 82,10'-0" HL i / \ / I E A o � mapwU C9 ww \ m: rn'J U ZZyyF I i uSWZCwi�� °' wFn Few MAIN LEVEL Z:,WNW , =JW�wo � KITCHEN 8 STUDY LLZZ w owZwwo" oz0�'Q \ / EL. 8280'-6" w Jn 2,-- Z0x woFZ�1 \ / awxgwow�Q >jD-oa C7x� wx=cri m�m� MAIN LEVEL 2 o�¢zowzQa I " J Z w J~W H D O Q'�'w~" EL. 82-1,1 -6 Q 2v�Z§5 ZLLZ DOp 0n 00Z _ oa¢owo°Z oounoww�o o cn w o N-, n�O w p p It z w w0 D.zaWp W0 W?Q Hm WH x >0 10�?W,twH9 YQQYO~U O x w=w 0=�z z KK>z C w v rMW(LDrn.w aowan. a IE /I/E w O w w z O C) x n a m m 0 o Z a Z >-H ~Z 4 W wJ w m(n0 x�}_dl= r7 r7 o�zxpo5FRZc?wUxozO. zaiw o" LLOm 0 0 0 W w O a 0 a OJ Z U O Z J W �mOFm�wLLpzom<npHa� JaUOQO�zoaZ00O9wD'm aZ2ipZFc<wwww1m� ZXm ROOF RIDGE wx~�� wz <nooz2W Ls 2 H-Q Z j a 0 0 p W� -r U - - - - - - - - - - ENTRY LEVEL XnmoZOirwnwW<Waz EL. 8306'-3" - - - - - - - - 0006<0 Q_ 0 (O'-O oaZ gwo?o8EL. 82 z LLoz � (�W�DO�~YpOJJ(naN�J Z a.Q(n Zw W mFZa(n W U', oo�wX°=w aa ~~� w W w 2 2 Z ~Z Z Z d O m 0 ww W fn U U a U' Z C7 fn a H x O Co F x 0 0~W W Q�J�o�w cxic�>WF- nu�wWZOQO}aY xZml�p}O,W>-<W O W aw W U)m_DUHZ�J�LLODak'�O W a X Q w-o O x Q 0 a W LL Z x= Z W<2m�m EL W LL aF-f- EX 1 ST I N6 EAST EL.EVAT I Oil WOOD SHAKE ROOFIN6 SGALE: 1/4" = 1'-0" V / \ (TYPICAL) DRIVEWAY W Z -- ELIt /i7F- F >11 E111 J FINI H I UPPER LEVEL 0 (n 6RADE EL. 82,10'-O" J ILL Z U. _L_ —ILL�- W W L /// L:) ,,nn / \ —1x6 VERTICAL WOOD � �—1-1 -IF][/ SIDIN6 (TYPICAL) J MAIN LEVEL / OL @ KITCHEN ff STUDY W J EL. 8280'-6" V i Ll k MAIN LEVEL W > in O EL. 827,1'-6" Q Q 0 � a WOOD DECK RAILING W (TYPICAL) �/ V --------- --------------------- -------------- - _ � Q 0 (n 0 --------- STONE VENEER (TYPICAL) �/ m ILL W O a � 0 m � U. J � � Q :1 _ O ENTRY LEVEL \\ EL. 8270'-0" = J / NEW WINDOWS WITH TRIMS cY) M TO MATCH EX 1 STI N6 AND C) EXTERIOR WALL C6 GONSTRUGTI ON N DEGK DRAINAGE OPENINGS TO BE FILLED IN WITH STONE VENEER TO D MATCH EXISTING (TYPICAL) z 0 D FRCF05EO EAST ELEYAT I ON 2 SGALE: 1/4" = 1'-0" DRIVEWAY A4